UNITED STATES DEPARTMENT OF THE INTERIOR 

Harold L. Ickes, Secretary

GEOLOGICAL SURVEY 

W. C. Mendenhall, Director

Bulletin 912

SPIRIT LEVELING IN UTAH

1897-1938

J. G. STAACK

Chief Topographic Engineer

UNITED STATES

GOVERNMENT PRINTING OFFICE 

WASHINGTON : 1940

For sale by the Superintendent of Documents, Washington, D. C. Price 30 cents

ORTON HALL LIBRARY

CONTENTS

Introduction __________ _._________i_________________________________ IScope of report... -_---_---_--__-_--_------------_-_---------__ I

Cooperation. _ _ ______________________________________________ 4

Classification of leveling_________________________._____-_.______ 1

Adjustments ____________________________________________ ___..__ 2

Benchmarks __________________________________________________ 2

Preservation and restoration of benchmarks ____________________ 4

Datum. --__--____--_____-_ _._-__-___-__-i_-__-----_____--_____ 5

Index map. ____.______________ ______-__-___---____-___________ 5

Personnel _ - -_-_-__--_-____-__-_____-_--;_---_-__--_--___--__ 6

Descriptions of benchmarks.-. _ ______-____-______-___-__-__-_-_-____ 6

Supplemental elevations________-_________--_--_--___--_--______--_. 204

Index__-._-_. -_-----_------------_-_--_-----_-__----_--_----_-__- 217

ILLUSTKATIONS

I ____ _-

Page 

> PLATE!. Standard Geological Survey station marks and benchmarks ______ 2

- 2. Index map of Utah showing the quadrangles into which the State 

" has been divided and the routes followed by levelmen of the 

» Geological Survey _ ____________________________________ 5

^ ni

605394

SPIRIT LEVELING IN UTAH, 1897-1938

J. G. STAACK, Chief Topographic Engineer

i INTRODUCTION

Scope of report. This bulletin contains the results of all spirit

leveling in Utah done by the Geological Survey, United States Depart-

, ment of the Interior, including those heretofore published. 1 Descripy tions of the points for which figures of elevation have been determined

are listed according to the quadrangles in which the points occur, and

, the quadrangles are arranged in alphabetic order. Results of spirit

4 leveling other than that done by the Geological Survey are not

( included.

V Cooperation. Leveling in Utah by the Geological Survey prior to

^ 1922 was carried on under allotments from Federal funds. Beginning

in that year and continuing through 1929 the commissioners of Box

^ Elder, Davis, Salt Lake, Tooele, Utah, and Weber Counties, under a

cooperative agreement with the Geological Survey, contributed funds

from their respective counties for the mapping of special areas in-

*" eluded in and adjacent to proposed reclamation projects and for the

leveling required in contouring standard topographic maps.

Classification of leveling. Spirit leveling is classified according to 

the degree of refinement in the instruments and methods used and 

,. (<\ according to the closure errors.

First-order leveling 2 consists of leveling done with the most imN.^* proved instruments, all sections being leveled twice, in opposite 

directions, under varying conditions. Closures are not allowed to 

exceed the amount in feet represented by the formula

0.017 -^/length of section in miles.

All corrections for rod error, temperature, and unbalanced sights 

are applied, as well as the orthometric corrections for convergence 

toward the poles of level surfaces of different elevations.

1 For the results of spirit leveling in Utah previously published see Triangulation and spirit leveling 

Utah: U. S. Geol. Survey 19th Ann. Kept., pt. 1, pp. 353-355, 1898; Results of spirit leveling in Utah, 1897 

to 1910: U. S. Geol. Survey Bull. 489, 38 pp., 1911; Results of spirit leveling in Utah, 1897 to 1914: U. S. 

Geol. Survey Bull. 563, 77 pp., 1915.

1 See Avers, H. G., Manual of first-order leveling: U. S. Coast and Geodetic Survey Special Pub. 140,1929.

1
2 SPIRIT LEVELING IN UTAH, 18 9 7-19 3 8

s

Second-order leveling, according to regulations of the Geological 7 

Survey, comprises lines leveled twice with reliable instruments, ., 

though not necessarily of the most improved type^ Closures are not 

allowed to exceed 0.0.35-ylength of section in miles. f

Third-order leveling is made up of lines that are run, either with 

first-order equipment or with an engineer's wye level and rods of the .' 

New York type, in single-line circuits that are required to close within 

the limits, in feet, of 0.05-ylength of circuit in miles. This is equiva- -« 

lent to 0.071-ylength of section if the line is leveled twice.

All leveling done by the Geological Survey in Utah is of third-order 

accuracy except as otherwise stated.

.Adjustments. The adjustment of a net of leveling begins with the 

first-order lines. Most of these lines in both the United States and 

Canada have already been combined in a general net, and the ortho- , 

metric differences derived from the observed values by correction for ^ 

the convergence of level planes toward the north have been adjusted 

to remove accidental closure errors by the mathematical method 

known as least squares. The latest adjustment of this kind was made 4 

in 1929 by the Coast and Geodetic Survey and is known as the 1929 j 

general adjustment of first-order leveling. This adjustment in- y 

eluded the first-order lines in Utah, and the elevations thus derived < 

are the fundamental references for elevations determined by secondand third-order nets. The third-order leveling of the Geological -*" 

Survey in Utah has been adjusted by determining weighted mean 

elevations for new junction points and prorating the errors of each 

link. The weights are taken as the reciprocals of lengths of links. ~+ 

The third-order net has thus been brought into agreement with the 

best information available for the results of the fundamental first-order 

leveling, although the published figures of elevation may be changed * 

slightly by future adjustments of the level net.

Benchmarks. The benchmarks used by the Geological Surrey 

(pi. 1) are of two general classes principal and supplementary. *'- 

Principal benchmarks are placed at more or less regular intervals along 

a level line and are established with the aim of making them as nearly 

permanent as practicable. They are usually bronze or aluminum * 

tablets, iron posts, or copper bolts. Supplementary or auxiliary 4 

benchmarks are less formal in design and are placed between the principal benchmarks. Some of the supplementary benchmarks in com- 4; 

mon use are spikes, marks cut with a chisel on rock or masonry, and 

copper nails fitted with washers.

The tablets are circular in shape, measure 3% inches in diameter, i 

and taper from a thickness of three-eighths of an inch at the center to ^ 

about a quarter of an inch near the rounded edge. During a short 

period in the earlier years of the Survey's leveling the tablets were 

made of aluminum. The softness of this metal, however, made them
GEOLOGICAL SURVEY BULLETIN 912 PLATE 1

GEOLOGICAL SURVEY BENCHMARKS.

A and B, Standard tablets, principal benchmarks, used where masonry or rock is available to hold 

them. A is used in cooperating States; the State name is inserted at a. C, Under side of A and B, 

showing shank used to hold tablet in place. D arid E, Two views of copper nail and copper washer, 

a supplementary benchmark, used for points lying between those marked by standard tablets. F, 

Standard iron post fitted with bronze cap similar in design to the standard tablet, formerly used 

where no rock or masonry was available; superseded by concrete post with tablet set in top.
INTRODUCTION 3

susceptible to damage, so 'that aluminum as a material for tablets was 

soon discarded. The earliest tablets were made of bronze, and 

bronze is the material now specified for standard tablets. Each 

tablet is cast with a 3-inch shank extending from the center of its 

reverse side, by means of which it is cemented in place, and each 

bears an inscription on its face. The inscriptions on the tablets 

already placed differ in many details, because of changes in design 

at various times. The face of every tablet, howevei, is cast with 

the words "U. S. Geological Survey," a cross at the center, which 

indicates the fiducial point for position or elevation, and the words 

"Elevation above sea." On some tablets the inscription indicates 

that they were set in connection with a project in which a State or 

other organization cooperated; on some, the inscription includes a 

triangle, which signifies a located point, enclosing the cross at the 

center. Tablets bearing a triangle enclosing a cross may be used not 

only as benchmarks but also as triangulation- or traverse-station 

marks. The inscription on most of the tablets already set includes 

the warning "250 dollars fine for disturbing this mark," but the latest 

design omits this phrase and adds the sentence "For information write 

the Director, Washington, D. C."

If the tablet is to mark a transit-traverse station the traverseman 

stamps upon it with steel dies letters indicating this use, such as "Prim 

Trav Sta," "P T S," or "T T," as well as his own identifying letter or 

letters, the serial number of the station, and the year. If the tablet 

is set as a benchmark, the levelman stamps it with his identifying 

letter or letters, the serial number, and the year. He may at the same 

tune stamp upon it the figures of elevation to the nearest foot, or these 

figures may be added later. Tablets that serve as benchmarks may 

have been set as such, or they may have been set to mark traverse 

stations. Thus some of them serve a dual purpose, but each bears 

only one date and one identifying designation those stamped upon it 

by the engineer who established it.

The figures of elevation that appear on a tablet are usually those 

determined by field computation only. It is sometimes found, therefore, that they do not represent the latest information. This has 

happened either because they refer to some independent datum temporarily adopted before first-order trunk lines made standard datum 

available or because a later adjustment made in the office has rendered 

.necessary an appreciable change in the figures as determined in the 

field. It is assumed that engineers and others who require accurate 

figures of elevation for the marks will use those printed in a bulletin 

such as this one, instead of accepting the stamped figures. If the 

appropriate bulletin is not conveniently accessible, a request for the 

desired information may be addressed to the Director, Geological 

Survey, United States Department of the Interior, Washington, D. C.
4 SPIRIT LEVELING IN UTAH, 1897-1938

The tablets, of whatever style, are cemented into holes drilled in 

solid rocks or in the walls of public buildings, bridge abutments, or 

other masonry structures. Where masonry or rock is not available, 

the tablets are set in the tops of reinforced concrete posts, which may 

be either precast or mixed and molded at the selected site. The posts 

are about 8 inches square or 8 inches in diameter at the top and larger 

at the base. They vary in length from 36 to 48 inches and are generally set so as to project about 6 inches above ground.

Antedating the concrete posts which are now constructed to hold 

the tablets, in places where masonry or rock is not available, are 

wrought-iron posts, to the tops of which are riveted bronze caps 

similar in design to the tablets. These iron posts measure 4 feet in 

length and 3% inches in outer diameter and are set about 3 feet in 

the ground. The bottom of the post spreads out to a width of about 

10. inches in order to give it a firm footing in the earth. No iron 

posts have been set in recent years; they have proved impracticable, 

as they are easily disturbed and are subject to rust at the ground 

level, which eventually destroys them.

The third form of principal benchmark, set only in the early leveling, is a copper bolt, designed to be wedged into a drill hole in rock 

or masonry and perhaps further secured with lead or cement. This 

bolt measures 4 inches in length and 1 inch in diameter and has a slot 

at one end into which fits a brass wedge. The wedge serves to expand 

the bottom end of the bolt, so that after the bolt has been driven to 

almost its full length into the hole, it cannot be easily removed. The 

exposed end of the bolt bears an appropriate inscription, stamped 

upon it with steel dies. This inscription is made up of the letters 

"U S G S," the letters indicating the datum used, the figures of 

elevation, and the abbreviated word "Ft."

Supplementary benchmarks are of many kinds. One kind consists of a copper nail \% inches long supplied with a copper washer 

seven-eighths of an inch in diameter. The nail is driven into the 

root of a tree or some timber structure or cemented into rock. The 

designation "U S G S B M" is stamped on each washer, and on 

some washers the abbreviation of the name of the cooperating State is 

added. Another kind of supplementary benchmark is a chiseled 

square, used on the horizontal surface of rocks or masonry structures, 

or a chiseled cross, used on a vertical surface. Nails, track spikes, 

and small capped iron pipes also serve as supplementary benchmarks, 

and easily described and recognized points, such as doorsills and tops 

of hydrants, are occasionally used.

Preservation and restoration of benchmarks. Any person who finds 

that a principal benchmark has been damaged, disturbed, or destroyed or that it should be reset or redescribed on account of highway or other improvements will render a public service by com-
GEOLOGICAL SURVEY BULLETIN 12 PLATE 2

~"~:; "H - 0 A I H

STATE OF UTAH

SHOWING VERTICAL CONTROL

GEOUOGICAL SURVEY LINES OF FIRST-ORDER LEVELING 

GEOLOGICAL SURVEY LINES OF THIRD-ORDER LEVELING 

 COAST AND GEODETIC SURVEY LINES OF LEVELING

WYOMING

110* I

INDEX MAP OF UTAH.

Shows the quadrangles into which the State has been divided and the routes followed by levelmen of the Geological Survey.
INTRODUCTION 5

municating the facts to the Director, Geological Survey, United 

States Department of the Interior, Washington, D. C., before taking 

any action affecting the location or elevation of the mark. A proper 

form, accompanied by a return-addressed, franked envelope, will be 

sent for use in reporting the action taken and in recording the revised 

description of the mark, if any, and the notes made in obtaining the 

revised elevation.

Datum. All elevations determined by the Geological Survey and 

those determined by the Coast and Geodetic Survey for inland mapping are referred to mean sea level, which is the level that the sea would 

assume if the influence of winds, tides, and currents were eliminated. 

This level is not the elevation determined from the mean of the 

highest and lowest tides, nor is it the half sum of the mean of all the 

high tides and the mean of all the low tides, which is called the halftide level. Mean sea level is the average height oj the water, all stages oj 

the tide being considered. It is determined from observations made by 

means of tidal gages placed at stations where local conditions, such 

as those due to long narrow bays, rivers, and like features, will not 

affect the height of the water. To obtain even approximately correct 

results these observations must extend over at least one lunar month, 

and if accuracy is desired they must extend over several years. At 

ocean stations the half-tide level and the mean sea level usually 

differ but little. It is assumed that there is no difference between the 

mean sea levels determined from observations made in the Atlantic 

Ocean, the Gulf of Mexico, and the Pacific Ocean.3

Index map. The accompanying index map of Utah (pi. 2) shows 

the relative position of the quadrangle areas that make up the State. 

A quadrangle is the unit adopted by the Geological Survey for dividing 

the topographic map of the United States into atlas sheets. Most of 

the quadrangles that appear on the index map measure 30 minutes of 

latitude by 30 minutes of longitude. However, near the central part 

of the State and in the western part of Tooele County there are 

groups of quadrangles which measure 15 minutes in each direction. 

Many of these 15- and 30-minute quadrangles are recent subdivisions 

of 1-degree quadrangles previously mapped. Several special projects 

in Utah have been mapped that do not conform to any uniform quadrangle arrangement. Such projects include the mapping of special 

mining districts, national parks, forest reservations, and reclamation 

projects. Appropriate local names were assigned to maps of these 

areas, such as Tintic Mining District and Zion National Park. Names 

of the 1-degree quadrangles and special projects do not appear on 

the index maps, although maps of most of these areas are available. 

The descriptions of benchmarks in those areas which originally were

8 See Jones, E. L., Hypsometry Use of mean sea level as the datum for elevations: U. S. Coast and 

Geodetic Survey Special Pub. 41, 1917; Manual of tide observations: U. S. Coast and Geodetic Survey 

Special Pub. 196, 1935. "
6 SPIRIT LEVELING IN UTAH, 1897-1938

mapped as 1-degree quadrangles or as special projects and which 

subsequently have been or at some future time may be remapped as 

15- or 30-mimite quadrangles are grouped according to the smaller 

quadrangles as delineated on the index map.

Maps of quadrangles and special projects in Utah for which surveys 

have been completed may be purchased from the Geological Survey 

at 10 cents each retail or 6 cents each in lots of 50 or more. Prepayment is required and may be made by money order, payable to the 

Director of the Geological Survey, or in cash the exact amount, at 

sender's risk. Postage stamps should not be sent.

Personnel. The leveling of the Geological Survey in Utah was done 

under the general supervision of the chief geographers or chief topographic engineers who were in administrative charge of the topographic 

branch during the years the lines were run. The name of the levelman who ran a particular line and the date, when it was run immediately follow the designation of the route of that line and form part 

of the heading which precedes the descriptions of benchmarks.

The adjustment of the third-order level net, the correlation and 

compilation of the descriptions and elevations of benchmarks in the 

lists for the various quadrangles, and the assembling of the lists were 

done in the Washington office of the Geological Survey by E. G. 

Clinite, associate geodetic engineer, under the immediate supervision 

of R. M. Wilson, chief of the section of computing, and under the 

general direction of J. G. Staack, chief topographic engineer.

DESCRIPTIONS OF BENCHMARKS

ACORD LAKES QUADRANGLE

[Latitude 38°45'-39°00'; longitude 111°15'-111°30'] 

EMERY AND SEVIER COUNTIES

From Emery No. 1 quadrangle near Emery along State Highway 10 southwest 

to Meadow Gulch Divide (by C. H. Williams in 1923; leveled twice)

Emery, about l.mi. S. of public school, 500 ft. S. of gate to dwelling, peet 

in culvert over irrigation ditch; copper nail and washer._________ 6, 228. 19

Emery, 1.9 mi. §. of, 130 ft. S. of curve NW. and 44 ft. E. of center 

line of highway, 1 ft. W. of fence; iron pipe stamped "6197" (recovered by U. S. C. & G. S. in 1934)_ ----------------------- 6, 199. 384

Emery, 2.9 mi. SW. of, 70 ft. N. of gate to Lewis ranch house, 41 ft. 

E. of center line of highway, on bench, in concrete post; standard 

tablet stamped "13 6167 1923" (recovered by U. S. C. & G. S. in 

1934).... .__ ______________________________ 6,168. 436

Emery, 3.8 mi. SW. of, 600 ft. S. of Quitchupah dugway, 34 ft. W. of 

center line of highway; standard iron post with bronze cap stamped 

"6026" (recovered by U. S. C. & G. S. in 1934) _______.__---.-__ 6, 027. 279

Emery, 4.7 mi. SW. of, in bridge across wash, at base of Walker

Flat; copper nail and washer _______..______-______-_--------___ 5, 942. 60
;: /.> ACOBD LAKES QUADRANGLE 7

Emery, 5.7 mi. SW. of, at S! edge of Walker Flat, opposite two blue " 

clay knobs, 30 ft. W. of center line of highway, in concrete post; 

standard tablet stamped "14 6016 1923" (recovered by U. S. C. Feet 

+ & G. S. in 1934)______________--____-____________________-___ 6,017. 300

Emery, 6.7 mi. SW. of, at summit of long grade, 30 ft. E. of center

' ' line of highway; iron pipe stamped "6114"______________________ 6, 115. 49

Emery, 7.7 mi. SW. of, 1.0 mi. N. of bridge over Ivie Creek, 500 ft. 

N. of large wash, in lower N. railing of bridge over Coal Wash; 

copper nail and washer._______________________________________ 5, 790. 69

Emery, 8.6 mi. SW. of, at NW. side of bridge over Ivie Creek, in rock 

wall; standard tablet stamped "15 5999 1923" (recovered by 

U. S. C. & G. S. in 1934)__-___-- --___--__-__._ _-_--_ - 6, 000. 708 

\ T. 23 S., R. 5 E., sec., 13, 1.0 mi. S. of bridge over Ivie Creek, 9.6 mi. 

SW. of Emery, 40 ft. N. of center line of highway; large iron pipe 

' stamped "6055" (recovered by U. S. C. & G. S. in 1934)_________ 6, 056. 029

T. 23 S., R. 5 E., sec. 23, 60 ft. S. of center line of highway, opposite 

i corner of fence, on lava boulder; chiseled circle___-____-_--_----_ 6,129. 41

, T. 23 S., R. 5 E., sec. 27, 0.1 mi. SW. of and on opposite side of highway from Peacock ranch house, 300 ft. S. of center line of highway, 

80 ft. from base of bench, in lava boulder, 3 ft. above ground; 

standard tablet stamped "16 6220 1923" (recovered by U. S. C. 

/ & G. S. in 1934)__________.__________________________________ 6, 221. 334

T. 23 S., R. 5 E., sec. 27, 20 ft. E. of center line of highway, on lava

boulder; chiseled circle.________..__--_-____-_____________--___ 6, 317. 96

T, 23 S,, R. 5 E., sec. 34, 0.2 mi. N. of elbow of Ivie Creek, 20 ft. E. 

** of center line of highway, at base of rocky hill, on lava boulder;

chiseled circle-___--_-___----________________________________ 6, 431. 72

T. 24 S., R. 5 E., sec. 4, 0.8 mi. W. of elbow of Ivie Creek, 10 ft. S. 

of center line of highway, at base of rock bench, 4 ft. above highway, in lava boulder; standard tablet stamped "17 6576 1923" 

>- (recovered by U. S. C. & G. S. in 1934)________________________ 6, 577. 543

T. 24 S., R. 5 E., sec. 5, 7.3 mi. SE. of Meadow Gulch Divide, 0.2 mi. 

E. of junction of State Highways 10 and 72, 3 ft. N. of State Highway 10, on lava boulder; chiseled circle__-______-__---___----__ 6,728.90

Jr Meadow Gulch Divide, 6.9 mi. SE. of, at highway junction, 18 ft. 

SW. of State Highway 10, 30 ft. SE. of State Highway 72, on 

^ summit of bench; iron pipe stamped "6815" (recovered by U. S. C. 

^ & G. S. in 1934)___-___-_____.--______--_____________________ 6, 816. 367

Meadow Gulch Divide, 6.3 mi. SE. of, 0.6 mi. W. of highway junction, 

20 ft. N. of State Highway 10, near W. .end of sage flat, on lava 

boulder, 2 ft. above ground; chiseled cross ______________________ 6, 879. 34

^ Meadow Gulch Divide, 5.3 mi. SE. of, 200 ft. N. of base of timbered 

hill, 60 ft. S. of highway near E. edge of flat, near lone black lava 

boulder, in concrete post; standard tablet stamped "18 6990 

1923"_.-,--_-_---__________--___-__________--___-___--.___ 6,991.411

Meadow Gulch Divide, 4.0 mi. SE. of, 60 ft. N. and 180 ft. W. from 

point where highway crosses large wash, 1,000 ft. E. of U. S. Forest 

Service fence; iron pipe stamped "7194" (U. S. Forest Service B. M.) _ 7, 196. 00 

'* Meadow Gulch Divide, 3.3 mi. SE. of, 600 ft. E. of bridge over Clear 

Creek, 50 ft. E. of clump of oak brush, 10 ft. S. of highway; iron pipe 

stamped "7303".____________________________________________ 7, 303. 93

Meadow Gulch Divide, 2.5 mi. SE. of, 500 ft. W. of bridge over Red 

Creek, 20 ft. N. of center line of highway, in concrete post; standard 

tablet stamped " 19 7462 1923" (recovered by U. S. C. & G. S. in 1934) 7, 463. 705
8 SPIRIT LEVELING IN UTAH, 1897-1938

Meadow Gulch Divide, 1.5 mi. SE. of, on small rise as highway makes 

gradual curve toward N., 20 ft. N. of highway; iron pipe stamped Feet 

"7663" (recovered by U. S. C. & G. S. in 1934)_______ __________ 7, 663. 971

Meadow Gulch Divide, 0.4 mi. SE. of, 30 ft. W. of two rugged boulders 

near highway, 20 ft. N. of center line of highway; iron pipe stamped 

;7833"<-------------_ -------__--------_-_-_--_-----_-__.- 7, 833. 718

Meadow Gulch Divide, 50 ft. N. of highway cut in low pass, 63 ft. N. 

of center line of highway, in concrete post 18 in. above ground; 

standard tablet stamped "7924" (recovered by U. S. C. & G. S. in 

1934)._.__._____-____._._____._______.___._._____.--_..____ 7, 924. 813

ADAMS HEAD QUADRANGLE

[Latitude 37°30'-38°00'; longitude 112°00'-112°30'] 

GARFIELD. IKON. AND KANE COUNTIES

From Orderville quadrangle northeast along 17. S. Highway 89 to Orton, thence 

west along State Highway 20 into Farowan quadrangle (first-order leveling 

by E. E. Harris in 1931)

Hatch, 10.3 mi. SW. of town hall, 11 ft. E. of center line of highway,

in center of concrete head wall of culvert; chiseled square_______ 7, 249. 02

Hatch, 9.3 mi. SW. of, 70 ft. S. of bridge, 39 ft. SE. of center line of 

highway, 3 ft. SE. of fence line, in concrete post; standard tablet 

stamped "1931 H 21"___.___________________________________ 7, 171. 898

Reference mark, 69 ft. N.30°E. of tablet, on S. end of E. head wall of

bridge; chiseled square_-_____--______________._______________ 7, 170. 51

Hatch, 8.6 mi. SW. of, 1,200 ft. S. of Garfield-Kane county line, 12 

ft. E. of center line of highway, in center of concrete head wall of 

culvert; chiseled square.-_-_----______________-_________L____ 7, 141. 71

Hatch, 7.6 mi. SW. of, 3,870 ft. N. of county line, on E. side of highway, in cross-beam of wooden culvert; copper nail and washer.-.-. 7, 094. 45

Hatch, 6.8 mi. SW. of, 24 ft. W. of center line of highway, 4 ft. S. and 

2 ft. E. from corner fence post, at NE. corner of Little ranch, in 

concrete post; standard tablet stamped "1931 H22"_____._____ 7, 079. 861

Hatch, 6.2 mi. SW. of, at junction of dim rd. E. along N. side of dry. 

creek, at NE. corner of wooden bridge, in cross-beam; copper nail 

and washer.________________________________________________ 7, 036. 98

Hatch, 5.4 mi. SW. of, in NW. corner of bridge over Asay Creek;

copper nail and washer______ ________________________________ 6, 999. 49

Hatch, 4.7 mi. SW. of, 22 ft. E. of center line of highway at summit

of grade, on 20-in. corrugated drain pipe; chiseled square.________ 7, 077. 93

Hatch, 3.9 mi. SW. of, on small knoll, 350 ft. NE of small bridge, 47 

ft. E. of center line of highway, in concrete post; standard tablet 

stamped"1931 H 23"_______--_____-___-____ .___._______-__. 7, 024. 543

Hatch, 3.0 mi. SW. of, 15 ft. W. of center line of highway, on N. side 

of drain, 20 ft. N. of box culvert, on limestone boulder 1 ft. above 

level of highway; chiseled square.__________-___________------- 6, 975. 38

Hatch, 2.0 mi. SW. of, at SE. end of small wooden bridge, in log 

guard rail; copper nail and washer________________-_____-_---__ 6, 939. 35

Hatch, 1.3 mi. SW. of, at junction of rd. SW. to hatchery No. 8,

24 ft. E. of center line of highway, on lava boulder; chiseled square. 6, 983. 78

 In 1934 the U. S. Coast and Geodetic Survey recovered this mark and reported: "Lettering '7833' worn 

off; iron pipe about to cave oft into road."
ADAMS HEAD QUADRANGLE . 9

Hatch, 150 ft. NE. of NE. corner of town hall, 46 ft. S. of crossroads, : 

55 ft. W. of highway, 2 ft. N. and 6 ft. W. from corner of fence, F&t 

in concrete post; standard tablet stamped "1931 H 24".________ 6, 916. 449

Hatch, 1.2 mi. NE. of, at S. end of bridge over drain, on E. side of 

highway, in timber; copper nail and washer. ____________________ 6, 884. 14 

Hatch, 1.6 mi. NE. of, at SE. corner of wooden bridge over drain, 

in timber; copper nail and washer_____________________________ 6, 873. 94 i

Hatch, 2.4 mi. NE. of, 16 ft. SW. of ranch rd. E. across creek, 38 

ft. SE. of center line of highway, 11 ft. NW. of fence line, in 

concrete post; standard tablet stamped " 1931 H 25". ____.__.-- 6, 850. 488

Hatch, 3.5 mi. NE. of, 610 ft. SE. of deserted shack, 17 ft. SW. of 

center line of highway, on slope of hill, on large boulder; chiseled 

square.-------_------------_____.____________________ 6,843. 3d

Hatch, 4.5 mi. NE. of, on SE. side of highway, in end of box culvert; 

copper nail and washer.________-________ _,.____..______________ 6, 830. 93"

Hatch, 5.3 mi. NE. of, on N. side of wash crossing highway, on W. side

of highway, on large boulder; chiseled square.____..--_-__^_______ 6, 807. 95

Hatch, 6.3 mi. NE. of, 28 ft. N. of junction of rd. E. to Hillsdale, 28 ft. 

E. of center line of highway, in concrete post; standard tablet 

stamped "1931 H 26"____..._.._....__._.__._._.__.__._ _.. 6, 780. 249

Hatch, 7.2 mi. NE. of, just N. of drain, 30 ft. E. of center line of high- : 

way, on lava boulder; chiseled square.__________________________ 6, 772. 08

Hatch, 8.5 mi. NE. of, 7.0 mi. SE. of Panguitch, in SW. corner of large 

triangle at highway junction, 30 ft. E. of U. S. Highway 89, 53 ft. 

NW. of State Highway 12, in concrete post; standard tablet stamped 

"1931 H 27" (recovered by U. S. C. & G. S. in 1934)____________ 6, 746. 053

Reference mark, 240 ft. N.45°E. of tablet; cap on iron post stamped

"State road right-of-way"....____.._-__-_.___________________ 6, 747. 995

Panguitch, 6.1 mi. SE. of courthouse, just S. of ranch rd. E. across 

creek, 25 ft. E. of center line of highway, in center of concrete head 

wall of culvert; chiseled square---_-----__-.____.______________ 6, 705. 53

Panguitch, 5.2 mi. SE. of, 16 ft. E. of center line of highway at sharp

curve, in center of concrete head wall of culvert; chiseled square.__ 6, 697. 70 

Panguitch, 4.2 mi. SE. of, 14 ft. W. of center line of highway, in center 

of concrete head wall of culvert; chiseled square_--____________._ 6, 686. 10

Panguitch, 4.0 mi. SE. of, 150 ft. N. of junction of dim rd. E., 26 ft. E. 

of center line of highway at summit of grade, in concrete post; 

standard tablet stamped "1931 H 42" (recovered by U. S. C. & 

G. S. in 1934)...____________________________________________ 6, 700. 856

Panguitch, 2.9 mi. SE. of, 17 ft. E. of center line of highway at breakwater wall, in center of concrete head wall of culvert; chiseled 

square- ________________________________________________ 6, 627. 11

Panguitch, 2.1 mi. SE. of, 15 ft. W. of center line of highway at foot of 

grade from N., in center of concrete head wall of culvert; chiseled 

square_____________________________________________________ 6, 620. 44

Panguitch, 1.4 mi. E. of, at junction of highway and old rd. E., in 

center of concrete head wall of culvert; chiseled square.___________ 6, 600. 94

Panguitch, at E. limits of, 0.8 mi. E. of courthouse, 49 ft. S. of center 

line of highway, 2 ft. N. and 23 ft. W. from corner fence post, 10 ft. W. 

of sign reading "Entering Panguitch," in concrete post; standard 

tablet stamped "1931 H 43" (recovered by U. S. C. & G. S. in 

1934) ___ ___________________________ ____ __.______ _______ 6,586,525

Reference mark, 62 ft. N. of tablet, in center of concrete head wall of > : 

culvert; chiseled square________________-_____________________ 6, 586. 82
10 SPIRIT :LEVELING IN UTAH, 1897-1938

Panguitch, in courthouse yard, 8 ft. S. of center line of concrete walk, 

52 ft. W. of W. wall of building, 8 ft. E. of rail fence, in concrete post; 

 standard tablet stamped "1931 H 44" (recovered by U. S. C. & Feet 

G. S. in 1934).________________________________________ 6, 624. 226

Reference.mark, 410ft. N.30°W. of tablet, at Tom's service sta., on

NE. corner of concrete walk; chiseled square____ _________________ 6, 621. 32

Panguitch, near N. limits of, 0.9 mi. N. of courthouse, in top of NE. 

concrete abutment of bridge over creek; standard tablet stamped 

"1931 H 45"___________-.___.______________________________ 6, 582. 300

Panguitch, 1.8 mi. N. of, 11 ft. S. of junction of farm rd., 16 ft. W. of 

center line of highway, in NW. corner of box culvert; copper nail : 

and washer.________________________________________________ 6, 552. 91

Panguitch, 2.8 mi. N. of, 35 ft. N. of.farmyard gate, 13 ft. E. of center 

line of highway, in SE. corner of box culvert; copper nail and 

washer.____________________________________________________ 6, 537. 80

Panguitch, 3.8 mi. N. of, 44 ft. S. of junction of T-rd. E., 54 ft. E. of 

center line of highway, 28 ft. S. and 3 ft. W. from corner fence post, 

in concrete post; standard tablet stamped "1931 H 46"_---_---_ 6, 548. 812

Reference mark, 80 ft. N.40°E. of tablet, in root on NE. side of 12-in.

; poplar tree; copper nail and washer.___________________________ 6, 546. 69

Panguitch, 4.6 mi. N. of, 14 ft. W. of center line of highway, in NW. 

corner of box culvert; copper nail and washer.__________________ 6, 527. 70

Panguitch, 5.6 mi. N. of, 51 ft. S. of junction of farm rd. W., 17 ft. W. 

of center line of highway, 20 ft. E. of fence line, on boulder; chiseled 

square_____________________________________________________ 6, 504. 83

Panguitch, 6.4 mi. N. of, 70 ft. N. of junction of line of telephone 

poles W. along ranch rd., 13 ft. W. of center line of highway, in SW.

. corner of box culvert; copper nail and washer. __________________ 6, 517. 68

Orton, 3.1 mi. S. of, 7.2 mi. N. of Panguitch, on knoll between two 

drains, 85 ft. E. of center line of highway, 2 ft. W. of fence line, in 

concrete post; standard tablet stamped "1931 H 47" (recovered 

by U. S. C. & G. S. in 1934)__-_---_-----------_--~------~-- 6, 491. 975

Orton, 2.5 mi. S. of, 40 ft. S. of junction of old rd. to Bear Valley, 16 

ft. E. of center line of highway, in center of concrete head wall of 

.culvert; chiseled square_____________________________________ 6, 472. 16

Orton, 1.7 mi. S. of, 120 ft. N. of junction of private rd. E., 12 ft. E. 

of center line of highway, on SE. corner of concrete bridge; chiseled 

square. _______________________________ I _____________________ 6, 469. 11

Orton, 1.0 mi. S. of, 830 ft. S. of junction of farm rd. E., 16 ft. E. of 

center line of highway, in center of concrete head wall of culvert; 

chiseled square._____________________________-__-- ___---_-_-- 6, 460. 67

Ortou, 490 ft. S. of junction of State Highway 20, 13 ft. E. of center 

line of highway, in center of concrete head wall of culvert; standard 

tablet stamped "1931 H 48" (recovered by U. S. C. & G. S. in, 

1934)-___-_-_________--______-_ -------------------------- 6, 467. 704

Orton, 0.7 mi. W. of, 180 ft. W. of rd. fork at abandoned dwelling, 44 

ft. S. of center line of highway, on boulder; chiseled square.______ 6, 492. 44

Orton, 2.1 mi. W. of, at point of hill, 7 ft. N. of center line of highway,

on rock outcrop; chiseled square.______________________________ 6, 602. 26

Orton, 3.1 mi. W. of, 18 ft. S. of center line of highway, 10 ft. S. and 2 

ft. W. from corner fence post, in concrete post; standard tablet 

cstamped "1931. _H 49" -___-_------- --- ---- 6, 689, 485

Garfield-Iron county line; center of rd__________________._________ 6, 710. 0
ADAMS HEAD .QUADRANGLE 11

Orton, 5.2 mi. W. of, 9 ft. E. of center line of highway at "S" curve, feet 

on rock outcrop; chiseled square.......___.._.______________._. 6, 904. 28

From U. S. Highway 89 at point 8.5 miles north of Hatch southeast along State 

Highways 12 and 54 to Tropic (by E. E. Harris in 1931; leveled twice)

Hatch, 8.5 mi. N. and 0.8 mi. E. from, 4.6 mi. W. of Red Canyon sawmill, 9 ft. S. of center line of highway, in center of concrete bridge, 

on base of parapet wall; chiseled square (recovered by U. S. C. & 

G. S. in 1934)___________________________________.___________ 6,819.661

Red Canyon sawmill, 3.3 mi. W. of, 13 ft. S. of center line of highway, 

on SE. end of concrete head wall of culvert; chiseled square (recovered by U. S. C. & G. S. in 1934)_____.__.__________________ 7, 003. 726

Red Canyon sawmill, 2.3 mi. W. of, 100 ft. W. of dim woods rd. N., 

30 ft. N. of center line of highway at curve, on E. side of wash, in 

concrete post; standard tablet stamped "1931 H 28" (recovered 

by U. S. C. & G. S. in 1934)._________________________________ 7, 146. 980

Red Canyon sawmill, 1.4 mi! W. of, 13 ft. N. of center line of highway, 

in center of concrete head wall of culvert; chiseled square (recovered 

by U. S. C. & G. S. in 1934)__________________________________ 7, 257. 321

Red Canyon sawmill, 1.0 mi. W. of, on SE. concrete abutment of 

bridge over drain; chiseled square (recovered by U. S. C. & G. S. 

in 1934)____________________________________________________ 7,336. 061

Red Canyon sawmill, just N. of, on SE. concrete abutment of bridge -

over drain; chiseled square (recovered by U. S. C. & G. S. in 1934). 7, 473. 033

Red Canyon sawmill, 0.5 mi. SE. of, 27 ft. S. of center line of highway 

at curve, beneath telephone wires, in concrete post; standard tablet 

stamped "1931 H 29" (recovered by U. S. C. & G. S. in 1934). __ 7, 545. 024

Reference mark, 103 ft. NE. of tablet, in center of concrete head

wall of culvert; chiseled square___._-.__.________l_____________ 7, 545. 23

Red Canyon sawmill, 1.2 mi. SE. of, on SE. concrete abutment of 

bridge over drain; chiseled square (recovered by U. S. C. & G. S. 

in 1934).. ________________________________"_________________ 7,603. 528

Red Canyon sawmill, 2.3 mi. SE. of, 1,350 ft. E..of sign reading "Red 

Canyon," 400 ft. W. of rd. fork at curve in highway to NE., 13 ft. 

S. of center line of highway, in end of box culvert; copper nail and 

washer_________'________-________.___________________________ 7, 803. 16

Red Canyon sawmill, 3.7 mi. SE. of, 1.9 mi. N. and 10.5 mi. W. from 

Tropic, 66 ft. N. of center line of highway at summit of grade, on 

wooded hill, in concrete post; standard tablet stamped "1931 H 30" 

(recovered by U. S. C. & G. S..in 1934) 5 .__.-__---.____________ 7,799.459

Reference mark, 48 ft. N. of tablet, in root on SE. side of 30-in. cedar 

tree; copper nail and washer._________________________________ 7, 794. 78

Tropic, 11.4 mi. NW. of, 13 ft. N. of center line and 3 ft. lower than

level of highway, on 18-in. drain pipe; chiseled square.__.___-____ 7, 720. 30

Tropic, 10.5 mi. NW. of, 13 ft. W. of junction of T-rd. S. to Tropic 

Reservoir, 67 ft. S. of center line of highway, 8 ft. N. of corner fence 

post, on long boulder set flush with ground; chiseled square........ 7, 672. 02

Tropic, 9.3 mi. NW. of, 45 ft. E. of junction of private rd. N., 40 ft. N. 

of center line of highway, 2 ft. S. and 26 ft. E. from corner fence 

post, in concrete post; standard tablet stamped "1931 H 31" (recovered by U. S. C. & G. S. in 1.934)__-__________________________ 7, 614. 345

6 This mark was originally set on the south side of the highway at an elevation 0.590 ft. lower than that 

given. It was reset Sept. 2,1934.
12 SPIRIT LEVELING'IN UTAH, 1897-1938

Tropic, 8.4 mi. NW. of, 10 ft. S. of center line of highway, in end of 

; bbx culvert; copper nail and washer (recovered 'by U. S. C. &' G. S. Feet 

in 1934)-,--------__-_----_-_______________.________________ 7,.611. 535

Tropic, 7.6 mi. NW. of, 2.0 mi. N. of Rubys Inn, near W. end of triangle formed by rd. forks, 34 ft. S. of junction of State Highway 54 

SE. to Tropic, 17 ft. E. of State Highway 12 S. to Bryce Canyon, 

3 ft. SW. of rd. sign, in concrete post; standard tablet stamped 

"1931 H 32" (recovered by U. S. C. & G. S. in 1934)_.__________ 7, 605. 310

Reference mark, 75 ft. S.30°W. of tablet, on N. end of concrete foundation of gasoline pumps at service sta.; chiseled square.___.___.__ 7, 605. 64 

Tropic, 6.7 mi. NW. of, 0.9 mi. E. of The Triangle, 265 ft. E. of junction of old rd. N. to Fish Lake, 40 ft. W. of Bryce Canyon National Park boundary sign, 8 ft. S. of center line of highway, in end 

of box culvert; copper nail and washer._________________________ 7, 614. 35

Tropic, 5.9 mi. NW. of, 1.7 mi. E. of The Triangle, 12 ft. N. of center 

line of highway, in center of concrete head wall of culvert; chiseled 

square.--_-_------------------__-_____________-.___________ 7, 380. 91

Tropic, 5.3 mi. NW. of, 2.3 mi. E. of The Triangle, 28 ft. NE. of center 

line of highway at sharp curve SE., in root on NW. side of 20-in. 

pine tree; copper nail and washer______________________________ 7, 171. 10

Tropic, 4.8 mi. NW. of, 2.8 mi. E. of The Triangle, 142 ft. SE. of E. end 

of wooden bridge, on small knoll, 16 ft. SW. of center .line of highway, in concrete post; standard tablet stamped "1931 H 38"_---_ 7, 026. 235 

Reference mark, 142 ft. N.25°W. of tablet, in S. end of W. guard

rail of small bridge; copper nail and washer._____________________ 7, 029. 21

Tropic, 4.2 mi. NW. of, 10 ft. SW. of center line of highway, on S. end

of concrete head wall of culvert; chiseled square.________________ 6, 890. 82

Tropic, 3.4 mi. NW. of, 42 ft. SE. of angle in highway, at old log bridge, 

on bank of creek, in root on NW. side of large cedar tree; copper 

nail and washer_____________________________________________ 6, 752. 57

Tropic, 2.1 mi. NW. of, 12 ft. E. of rd. N. to farmhouse, on N. side of 

creek, 40 ft. N. of center line of highway, 14 ft. N. and 3 ft. E. from 

corner fence post, in concrete post; standard tablet stamped 

"1931 H 39" _--------------____-_-------___-_______ 6,496. 868

Tropic, 1.4 mi. N. of, 20 ft. NW. of center line of highway, on prominent boulder; chiseled square___._____________________________ 6,412.46

Tropic, 0.9 mi. N. of, 28 ft. SE. of center line of highway, between ditch ' 

and fence line, in root on W. side of poplar tree; copper nail and 

. washer.._-__-.._..____-_.--______._-..._._______..____._. 6, 369. 05

Tropic, in NW. corner of front yard at dwelling of J. A. Cope, 491 ft. 

S. of cross street, 45 ft. E. of center line of highway, 22 ft. S. and 1 

ft. E. from corner fence post, in concrete post; standard tablet 

Stamped "1931 H 40"_.._...-.-.__.._.---------------------- 6, 295. 227

Reference mark, 106 ft. NW. of tablet, in root on SE. side of 24-in.

poplar tree; copper nail and washer.__.______________--____---- 6, 296. 71

Tropic, 510 ft. S. of store of J. A. Cope, 70 ft. N. of wooden bridge 

over Bryce Creek, 15 ft. S. of ranch rd. E. along fence line, 16 ft. E. 

of center line of highway, in rock outcrop; standard tablet stamped 

"1931 H 41"........ . -------------------------- 6, 297. 349

Reference mark, 109 ft. W. of tablet, in root on SW. side of 20-in.

poplar tree; copper nail and washer._ __ ___ - 6, 299. 11
ADAMS HEAD QUADRANGLE 13

From The Triangle 2 miles north of Rubys Inn southwest along State Highway 12 to point 4.5 miles southwest of Bryce Canyon National Park lodge, 

thence generally north and west to Tropic Reservoir, thence northeast to 

point on State Highway 12 2.8 miles northwest of The Triangle (by E. E. 

Harris in 1931)

Rubys Inn, 0.7 mi. NE. of, on E. side of highway, in center of con- Feet 

Crete head wall of culvert; chiseled square..-.__________________ 7, 620. 95

Rubys Inn, just E. of, 28 ft. W. of center line of highway, in concrete 

post; standard tablet erroneously stamped "1931 H 33 7653"__ 7, 657. 240

Rubys Inn, 1.0 mi. S. of, 2.2 mi. N. of Bryce Canyon National Park 

Lodge, on W. side of highway, on N. end of concrete head wall of 

culvert; chiseled square-_-_-__-----_--------_______-----_.____ 7, 749. 85

Bryce Canyon Lodge, 1.4 mi. N. of, 0.2 mi. S. of rd. fork to Boat 

Mountain and Fairyland, on W. side of highway, in center of concrete head wall of culvert; chiseled square___________.___..._,__ 7, 879. 45

Bryce Canyon Lodge, 0.7 mi. N. of, 190 ft. S. of traffic checking station, on W. side of highway, on N. end of concrete head wall of 

culvert; chiseled square._-_-_-______________________________ 7, 895. 05

Sunrise Point triangulation station, in central part of hexagonal lookout house, in floor directly under peak of roof; standard tablet not 

stamped.- _-_-_---______._._.._......._._..___.._._._. 8,016. 632

Sunset Point triangulation station, in central part of hexagonal lookout house, in concrete floor directly under peak of roof; standard 

tablet stamped "8000"..___.__..._.._..._..____.__._.___..... 7, 999. 379

Reference mark, 36 ft. (true azimuth) 130°39' from tablet, witness 

corner to Tps. 36 and 37 S., Rs. 3 and 4 W.; top of iron pipe with 

General Land Office cap stamped "1925"_..._..__.._._..__._. 8, 002. 109

Bryce Canyon Lodge, in E. wall of building, on S. side of main entrance, 5 ft. above brick wall, set vertically in boulder of stone 

chimney; standard tablet stamped "1931 H 35 7978".._________ 7, 977. 493

Reference mark, 22 ft. E. of tablet, on stone retaining wall of walk; 

chiseled square.______-_-____-_------_-__--.--_-.-_-_-_______ 7, 985. 99

Inspiration Point triangulation station, in central part of hexagonal 

lookout house, in concrete floor directly under peak of roof; standard tablet stamped "H 37 1931 8316"_________________________ 8, 315. 226

Bryce Canyon Lodge, 0.8 mi. SW. of, in triangle formed by forks of 

highway, in root on E. side of 48-in. lone pine tree; copper nail and 

washer._._...______________________________________________ 8, 070. 10

Bryce Canyon Lodge, 1.9 mi. SW. of, 150 ft. N. of highway, NW. of 

junction of rd. to Little Bryce Canyon, in root on SE. side of 

36-in. pine tree; copper nail and washer___._..____.___.________ 7, 931. 37

Bryce Canyon Lodge, 2.6 mi. SW. of, 200 ft. N. of highway, 140 ft. 

W. of junction of rd. to Union Construction camp, in root on N. 

side of 30-in. pine tree; copper nail and washer._________________ 7, 939. 44

Bryce Canyon Lodge, 3.8 mi. SW. of, S. of hollow to E., on E. side of 

highway, on E. slope of hill, in root on E. side of 36-in. pine tree; 

copper nail and washer_______________________________________ 7, 927. 39

Bryce Canyon Lodge, 4.5 mi. SW. of, near rim of canyon, 250 ft. SE. 

of curve in highway, on small knoll, 20 ft. SW. of three large pine 

trees, in concrete post; standard tablet stamped "1931 H 38 7998"_ 7, 997. 559

Reference mark, 83 ft. S.55°W. of tablet, in root on NW. side of

30-in. pine tree; copper nail and washer._______________________ 7, 992. 50

127289 40 2
14 SPIRIT LEVELING IN UTAH, 18 9 7.-19 3 8

Tropic Reservoir, 3.6 mi. by route NE. of, 0.5 mi. N. of Union Construction camp, 0.5 mi. S. of sawmill, 200 ft. W. of rd., at SW. corner Feet 

of flume; copper nail and washer______--__---__________________ 7. 825. 14

Tropic Reservoir, 3.1 mi. NE. of, 200 ft. SW. of Syrett sawmill, 150 ft. 

NW. of rd., on small knoll, in concrete post; standard tablet stamped 

"1931 H 40 7824".. ___ __ _ 7, 823. 472

Tropic Reservoir, 2.3 mi. NE. of, 0.8 mi. W. of sawmill, at rd. fork 

at summit of grade, in root on N. side of forked pine tree; copper 

nail and washer.-____-_--__---__--__-________-__..___________ 7, 956. 69

Tropic Reservoir, 1.3 mi. NE. of, 25 ft. N. of rd. at summit of grade,

in root on SE. side of 15-in. pine tree; copper nail and washer.____ 7, 988. 15

Tropic Reservoir, at N. end of spillway, in top of weir; standard tablet stamped "1931 H 40 7855"..._ ___ ___ _ _ 7, 831. 277

Reference mark, in root on E. side of large pine tree; copper nail and 

washer._______.______'_.___________.__.______________.... 7,858. 09

Tropic Reservoir, 1.7 mi. N. of, 20 ft. W. of rd., in root on NE. side

of pine tree; copper nail and washer.__________________________ 7, 767. 05

Tropic Reservoir, 2.6 mi. N. of, 800 ft. N. of abandoned log cabin, at 

curve in rd. to NW., on N. slope of Blue Fly Creek, on rock outcrop ; chiseled square.________________________________________ 7, 750. 76

Tropic Reservoir, 3.6 mi. N. of, 60 ft. S. of wash, 56 ft. W. of rd., in 

large boulder; standard tablet stamped "1931 H 41 7767"_____ 7, 766. 748

Reference mark, 68 ft. E. of tablet, on boulder; chiseled square.____ 7, 757. 54

Tropic Reservoir, 5.0 mi. N. of, at rd. fork, in root on E. side of pine

tree; copper nail and washer_____________________.____________ 7, 749. 24

Tropic Reservoir, 6.2 mi. N. of, on E. side of dim rd. fork, on small

boulder; chiseled square._____________________________________ 7, 654. 34

Tropic Reservoir, 7.2 mi. N. of, at NW. corner of abandoned bridge, in

cross-beam; copper nail and washer.___________________________ 7, 638. 42

From Orton northeast along U. S. Highway 89 into Delano Peak No. 3 quadrangle (by E. £. Harris in 1931) .

Orton, 1.1 mi. NE. of, on E. side of highway at summit of grade, on

boulder; chiseled square (recovered by U. S. C. & G. S. in 1934)_.__ 6, 472. 894

Orton, 2.1 mi. NE. of, on E. side of highway near summit of grade, on

boulder; chiseled square________.__-______-__-________________ 6, 456. 42

Orton, 3.2 mi. NE. of, 18 ft. E. of center line of highway, 32 ft. W. of 

fence line, on N. end of concrete head wall of culvert over canal; 

standard tablet stamped "1931 H 70" (recovered by U. S. C. & 

G. S. in 1934)_______________________._______________________ 6, 371. 857

ANTELOPE MOUNTAIN QUADRANGLE

[Latitude 39°00'-39°30'; longitude 113°00'-113°30'] 

MILLARD COUNTY

From Confusion Range quadrangle east and southeast by way of Antelope Pass 

into Deseret quadrangle at point about 7 miles east of Soap Hollow (by T. A. 

Green in 1908)

Tule Spring, 6.1 mi. E. of, 7.2 mi. W. of junction of rd. N. to AntelopeSpring, 45 ft. N. of rd., in rock on W. side of rock monument; 

aluminum tablet stamped "4759" -- 4,770.364

Antelope Spring, 1.2 mi. W. of junction of rd. N. to, at summit of main 

divide of House Range, 20 ft. N. of rd., 15 ft. W. of divide, in limestone outcrop; aluminum tablet stamped "6740"_____________u__ 6, 743. 848
 BLUFF QUADRANGLE 15

Antelope Spring, 5.0 mi. SE. of, 5.0 mi. W. of Soap Hollow, 0.7 mi. E. of 

crossroads, 40 ft. S. of rd., on end of small ridge between two washes, Fe£t 

in oblong-boulder; aluminum tablet stamped "5547"___. _________ 5, 550. 732

Soap Hollow, 1.5 mi. E. of, at top of ridge, 200 ft. E..of saddle, 50 ft. N. 

of rd., in sandstone outcrop; aluminum tablet stamped "5001" (recovered in 1936).___----_-__-_______._________________...__ 5, 003. 761

From Drum quadrangle southwest along Drum-Swasey Spring road 1.7 

miles, thence southeast and southwest along roads in Whirlwind Valley to 

crossroads about 4 miles southeast of Antelope Spring (by T. A. Green 

in 1908)

Swasey Spring, 5.0 mi. SE., thence 3.0 mi. N. of by rds., about 2 mi. 

NW. of head of Swasey Wash, 20 ft. W. of rd.; standard iron post 

with bronze cap stamped "5026"____-____-____--______________ 5,028. 751

Swasey Spring', about 7 mi. along rd. SE. of, 6.0 mi.-in air line E. of 

Antelope Spring, 50 ft. E. of rd., in blue limestone rock; aluminum 

tablet stamped "5222"_______________________________________ 5, 224. 923

BECKWTTH PEAK QUADRANGLE

[Latitude 39°00'-39°15'; longitude U0°15'-110°30'] 

EMERY COUNTY

From Grassy quadrangle south and southeast along Denver & Rio Grande 

Western Railroad into Gunnison Butte quadrangle (by I. F. Biggs in 1910; 

leveled twice)

Cliff siding, about 6 mi. SE. of Woodside, 6 ft. S. of telephone pole, in 

rear of telephone booth, at E. side of right-of-way; standard iron 

post with bronze cap stamped "4824 49" (recovered by U. S. C. & 

G. S. in 1927)_____-_-_______________________________________ 4, 826. 217

Cliff siding, 3.2 mi. S. of, about 9 mi. SE. of Woodside, 0.4 mi. S. of milepost 572, at E. side of right-of-way; standard iron post with bronze 

cap stamped "4663 50" (recovered by U. S. C. & G. S. in 1927)... 4, 664. 784

Desert, about 100 ft. S. of sta., 12.6 mi. SE. of Woodside, 10 ft. W. of 

milepost 568, at E. side of right-of-way; standard iron post with 

bronze cap stamped "4510 51" (recovered by U. S. C. & G. S. in 

1927)___.__...__.._.._____..._.__._..._.._....._.._._....__ 4, 511. 966

Desert, 5.0 mi. S. of, about 8 mi. NW. of Greenriver, 500 ft. N. of milepost 563, in E. end of S. abutment of bridge 563-A; aluminum tablet 

stamped "4353 52" (recovered by U. S. C. & G. S. in 1927) _______ 4, 355. 733

Greenriver, 6.2 mi. NW. of, at Sphinx siding, 0.2 mi. NW. of milepost 

561, 10 ft. E. of telephone booth, on E. side of right-of-way; standard iron post with bronze cap stamped "4280 53" (recovered by 

U. S. C. & G. S. in 1927)______________,______________________ 4, 281. 560

BLUFF QUADRANGLE

[Latitude 37°00'-37°30'; longitude 109°30'-110°00'] 

SAN JUAN COUNTY

' From Elk Ridge quadrangle southeast along Mormon Trail and Comb Wash to 

State Highway 47 at point 9.5 miles southwest of Bluff (by E. H. Larson in 

1934)

Cane Gulch, 2.3 mi. SE. of point where Mormon Trail crosses, 0.3 mi.

SE. of Long Flat, 20 ft. ENE. of trail, in small sandstone outcrop;

standard tablet stamped "6620 EL 29 1934"_________________ 6, 618. 736

Reference mark, 70 ft. W. of tablet, 25 ft. WSW. of trail, in base on

NE. side of 16-in. juniper tree; copper nail and washer____________ 6, 621. 13
16 SPIRIT LEVELING IN UTAH, 1897--1938

 Cane Gulch, 3.1 mi. SE. of, on ridge, 40 ft. S. of trail, in base on NW. Feet 

side of 8-in. leaning pifion tree; copper nail and washer.____________ 6, 510. 07

Cane Gulch, 4.0 mi. SE. of, about 225 ft. W. of W. rim of Butts Canyon, 180 ft. NNE. of trail, in large sandstone outcrop; standard tablet stamped "6351 EL 30 1934"_.__...__..__._._.__......._. 6,349.563

Reference mark, 70 ft. SE. of tablet, 170 ft. NNE. of trail, on sandstone outcrop; chiseled square____---_-----__--________________/6, 347. 56

Cane Gulch, 4.8 mi. SE. of, 50 ft. ESE. of trail, on N. rim of McLloyd 

Canyon, on sandstone ledge; chiseled square_________________ 6, 310. 66

Cane Gulch, 6.0 mi. SE. of, 10 ft. W. of trail, on S. bank of large drainage channel, in sandstone outcrop; standard tablet stamped "6168 

EL 31 1934"._ ___---_------_--_-_---_-:________--________ 6,167.099

Reference mark, 95 ft. NNE. of tablet, 20 ft. ENE. of trail, on N. 

bank of drainage channel,, in root on SE. side of 24-in. juniper tree; 

copper nail and washer.______________________________________ 6, 164. 85

Cane Gulch, 8.2 mi. SE. of, 70 ft. S. of trail, on N. rim of Owl Creek 

Canyon, in sandstone ledge; standard tablet stamped "6193 EL 32 

1934"__________---_-------------------------------_--__-___ 6, 191. 568

Reference mark, 70 ft. W. of tablet, 50 ft. S. of trail, on sandstone 

ledge; chiseled square ______'_-_--___--__--_____.___.___._.___ 6, 193. 81

Cane Gulch, 9.2 mi. SE. of, 10 ft. SW. of trail, on ridge between 

McLloyd and Owl Creek Canyons, in base on SE. side of 8-in. 

pifion tree; copper nail and washer_______._____________________ 6, 135. 87

Cane Gulch, 10.2 mi. SE. of, 30 ft. S. of trail, on ridge N. of Owl 

Creek Canyon, in sandstone mound; standard tablet stamped 

"5999 EL 33 1934"____.___._.-_-.-.._______________________ 5, 997. 803

Reference mark, 90 ft. NW. of tablet, 40 ft. N. of trail, in sandstone

mound; copper nail and washer set with cement-________________ 5, 995. 64

Cane Gulch, 11.2 mi. SE. of, 11.8 mi. NW. of mouth of Road Canyon, 

140 ft. NNE. of trail, in base on S. side of 16-in. pifion tree; copper 

nail and washer..._________________________________________ 5, 832. 65

Road Canyon, 10.7 mi. NW. of mouth of, on Snow Flat, 110 ft. SSW. 

of trail, in sandstone outcrop; standard tablet stamped "5699 EL 

34 1934"__._________-.---_--___-_---__-_---____.____.___._ 5,698.444

Reference mark, 80 ft. NW. of tablet, 110 ft. SSW. of trail, on sandstone outcrop; chiseled square_________--___-_-________________ 5, 700. 03

Road Canyon, 9.7 mi. NW. of mouth of, on Snow Flat, 55 ft. N. of 

trail, on large sandstone outcrop; chiseled square,_______________ 5, 577. 86

Road Canyon, 8.3 mi. NW. of mouth of, on Snow Flat, 400 ft. SW. of 

trail, in highest point of sandstone outcrop; standard tablet stamped 

"5563 EL 35 1934"__.__.____...._..__--________-____.._____ 5, 561. 886

Reference mark, 90 ft. E. of tablet, 350 ft. SW. of trail, on sandstone 

outcrop; chiseled square_______________--____________-_____-__ 5, 554. 24

Road Canyon, 7.5 mi. NW. of mouth of, on Snow Flat, 40 ft. SW. of

trail, on highest point of sandstone outcrop; chiseled square_____ 5, 484. 46

Road Canyon, 6.6 mi. NW. of mouth of, on S. rim of Snow Flat, 160 

ft. SE. of trail, in sandstone ledge; standard tablet stamped "5312 

EL 36 1934"________--_---_ -------- -- - 5, 311. 478

Reference mark, 60 ft. WSW. of tablet, 140 ft. SE. of trail, On sandstone outcrop; chiseled square____-_-------_-----------------_- 5, 311. 96
BONANZA QUADRANGLE 17

Road Canyon, 5.5 mi. NW. of mouth of, between Snow Flat and

Comb Wash, on divide across canyon S. from balanced rock, 140 ft. F£et 

SSW. of trail, on sandstone outcrop; chiseled square_____._-___ 5, 068. 91

Road Canyon, 4.4 mi. NW. of mouth of, between Snow Flat and 

Comb Wash, 75 ft. NNE. of trail, in high sandstone ledge; standard 

tablet stamped "5010 EL 37 1934".._._______________________ 5, 009. 177

Reference mark, 101 ft. ENE. of tablet, 150 ft. ENE. of trail, on sandstone ledge; chiseled square.________._______--_-______---__-_- 5, 009. 47

Road Canyon, 3.5 mi. NW. of mouth of, between Snow Flat and 

Comb Wash, 300 ft. N. of trail, on sandstone outcrop; chiseled 

square____________--__-_-__--___-:_-_-__-__-____________-_ 4, 974. 46

Road Canyon, 2.5 mi. NW. of mouth of, between Snow Flat and 

Comb Wash, 125 ft. NE. of trail, in sandstone outcrop; standard 

tablet stamped "4850 EL 38 1934".._________________________ 4, 849. 487

Reference mark, 70 ft. SE. of tablet, 125 ft. NE. of trail, in root on

NW. side of 12-in. juniper tree; copper nail and washer___________ 4, 847. 28

Road Canyon, 1.5 mi. NW. of mouth of, 1,200 ft. NW. of junction of 

Mormon and second-class trails, 50 ft. SW. of second-class trail, on 

NE. rim of canyon, on sandstone ledge; chiseled square ___-__-__-_- 4, 641. 23

Road Canyon, 0.5 mi. NW. of junction with Comb Wash, in sec. 1, 

T. 40 S., R. 20 E., 165 ft. SW. of rocky formation in SW. bank of 

Road Canyon Wash, in sandstone ledge; standard tablet stamped 

"4492 EL 39 1934"_________________________________________ 4, 491. 241

Reference mark, 25 ft. E. of tablet, 150 ft. SW. of SW. bank of wash, on

sandstone ledge; chiseled square.___-__----_-----__--_--_-_-_-- 4, 489. 04

T. 40 S., R. 20 E., sec. 12, 0.5 mi. S. of junction of Road Canyon and 

Comb Wash, on hill on E. side of Comb Wash, 1,200 ft. SE. of 

clump of cottonwood trees, in sandstone ledge; copper nail and 

washer set with cement___-_______-__--_-----_-_---__-______-- 4, 484. 21

T. 40 S., R. 20 E., sec. 13, 3.0 mi. N. of point where State Highway 47 

(Bluff-Mexican Hat rd.) crosses Comb Wash, on E. side of Comb 

Wash at base of Comb Reef, in large sandstone boulder; standard 

tablet stamped "4443 EL 40 1934". ________ -------- __________ 4, 442. 477

Reference mark, 50 ft. SW. of tablet, in small sandstone outcrop;

copper nail and washer set with cement________-_-_______---- 4, 442. 80

T. .40 S., R. 20 E., sec. 24, on W. side of Comb Wash, 2.0 mi. N. of 

crossing of State Highway 47 and Comb Wash, on sandstone outcrop; 

chiseled square-______--__-____-__-_---_----_--_-______-_-_-- 4, 389. 78

U. S. C. & G. S. standard disk stamped "V 23 1933".____________ 4, 405. 861

Reference mark, 55 ft. NNE. of disk, 50 ft. E. of State Highway 47, on

knoll, on boulder projecting 6 in. above ground; chiseled square. __ _ 4, 404. 41

BONANZA QUADRANGLES

[Latitude 40°00'-40°30'; longitude 109°00'-109°30'] 

ITINTAH COUNTY

Jensen, on W. bank of Green River, 252 ft. S. of W. end of highway 

bridge, 160 ft. S. of Kelley store, in hayfield; standard iron post 

with bronze cap 7 ___-___.___...__......._.._____._._______. 4, 738. 229

' A narrow strip of territory along the east boundary of this quadrangle lies in Colorado. 

' This mark was used in connection with the operation of a gage on Green River in 1914 by the waterresources branch of the Geological Survey. It was recovered in 1933 by the U. S. Coast and Geodetic Survey.
18 SPIRIT LEVELING'i:NS UTAH, 1897-1938

BROWNS PARK QUADRANGLES. .

[Latitude 40°30'-41°00'; longitude 109°00'-109°30'] 

DAGGETT AND UINTAH COUNTIES

From Utah-Wyoming State line near Red Creek southeast along trail and road 

to Bridgeport, thence southwest about 6 miles to northeast side of Diamond 

Mountain (by J. H. Kent in 1905; unchecked spur line)

Bridgeport, 8.0 mi. NW. of, 4.0 mi. W. of Jessie Ewing Canyon, near

Clays Basin, on second knoll E. of Red Creek, 20 ft. N. of trail; feet 

standard iron post with bronze cap stamped "6323"______________ 6, 323. 167

Bridgeport, 5.0 mi. NW. of, at head of Jessie Ewing Canyon, 20 ft. S. 

of rd., near cairn, in stone; standard tablet stamped "6991"___._ 6, 990. 799

Bridgeport, at Grouse ranch, on N. bank of Green River, 50 ft. W. of 

rd., between dwelling and barn, in stone; standard tablet stamped 

"5440"_- _ __ 5, 439. 301

Green River; surface of water Oct. 4, 1905_-_--_--_-----_--__--__- 5, 426. 7

Bridgeport, 6.0 mi. SW. of, at base on NE. side of-Diamond Mtn., 

opposite rd. to spring, in stone; standard tablet stamped "5688"-. 5, 687. 829

CALLAO QUADRANGLE

[Latitude 39°30'-40°00'; longitude H3°30'-114°00'] 

MIILARD, JUAB, AND TOOEIE COUNTIES

From Drum quadrangle northwest along Callao-Fish Springs road to Callao, 

thence southwest by way of Trout Creek into Confusion Range quadrangle at 

point 3.5 miles northeast of Gandy (by T. A. Green in 1908)

Callao, 9.7 mi. SE. of, 4.4 mi. W. of Fish Springs, at Boyd Sta., 40 ft. 

N. of junction of main rd. SW. to Trout Creek; standard iron post 

with bronze cap stamped "4348"__--_--_-_-_--__------_.__--_'- 4, 350. 426

Callao, 4.6 mi. SE. of, 40 ft. N. of rd.; standard iron post with bronze

cap stamped "4326" (recovered by U. S. C. & G. S. in 1934)______ 4, 328. 682

Callao, in angle on W. side of cut-off rd. SW., 200 ft. SE. of SE. corner 

of ranch house of John Kearney, on S. side of rd., 10 ft. W. of field 

gate; standard iron post with bronze cap stamped "4326" (recovered by U. S. C. & G. S. in 1934)_ _ _ _. 4, 329. 151

Callao, 6.2 mi. SW. of, 1,280 ft. S. of stream crossing, 40 ft. W. of rd.; 

standard iron post with bronze cap stamped "4813" (recovered by 

U. S. C. & G. S. in 1934)__ __ .___ 4, 815. 646

Callao, 9.6 mi. SW. of, 7.0 mi. N. of Trout Creek post office, 900 ft. W. 

of dry lake, 40 ft. W. of rd., in large granite boulder; aluminum tablet 

stamped "4974" (recovered by U. S. C. & G. S. in 1934)_.______-.- 4, 976. 804

Trout Creek, 2.8 mi. N. of, 28 ft. W. of rd., 15 ft. W. of boulder, in 

rock; aluminum tablet stamped "4821" (recovered by U. S. C. & 

G. S. in 1934) __ __ __ __ 4, 823. 471

Trout Creek, 1.6 mi. N. of, 40 ft, N. of junction of rd. NE. to Fish

Springs; standard iron post with bronze cap stamped "4679"___--_ 4, 682. 341

Trout Creek, 4.8 mi. SW. of, 25 ft. W. of rd., on sandy ridge between 

two salt marshes; standard iron post with bronze cap stamped 

"4735"_________-_____----------.-----_-__------------------- 4, 738. 835

Trout Creek, 10.8 mi. SW. of, 9.0 mi. NE: of Gandy, 50 ft. W. of 

junction of rd. SW., 10 ft. S. of rd.; standard iron post with bronze 

cap stamped "4837".:...... ... 4, 840. 640

' A narrow strip of territory along the east boundary of this quadrangle lies in Colorado.
CALLAO QUADRANGLE 19

Gandy, 3.2 mi. NE. of, 150 ft. S. of junction of rd. NW., 40 ft. W. of 

rd.; standard iron post with bronze cap stamped "5014" (recovered Feet 

by U. S. C. &G..S. in 1934)..._-__._______-__-_-__-----.----- 5,017.716

From point 4.6 miles southeast of Callao northwest along Fish Springs-Callao 

road to Callao, thence north along road into Dutch Mountain No. 4 quadrangle near Redding Spring (by S. I. Parker in 1924)

Callao, 3.3 mi. SE. of post office, 0.5 mi. E. of rd. junction, 21 ft. N. of 

rd., on W. side of small drain, on boulder set in place; chiseled square 4, 326. 52

Callao, 2.0 mi. SE. of, 15 ft. N. of N. side of rd., on granite boulder set 

in place; chiseled square___-___._____--_--_--______----------- 4, 327. 08

Callao, 165 ft. E. of SE. corner of ranch house of John Kearney, on N. 

side of rd., 115 ft. N. of standard iron post with bronze cap stamped 

"4326" and previously described, in root on S. side of 24-in. poplar 

tree; copper nail and washer._________________________________ 4, 328. 43

Callao post office, 8 ft. N. and 12 ft. W. from gate at front entrance, 

in root on S. side of 12-in. poplar tree; copper nail and washer..._ 4, 341. 54

Callao, 0.6 mi. NW. of, 105 ft. S. of rd. fork, 4 ft. S. of corner of barbed 

wire fence, 43 ft. E. of rd., on stone 9 in. by 11 in. at top, set in 

place; chiseled square._-__-___._____-_____________-__--_--__- 4, 345. 27

Callao, 1.6 mi. N. of, 40 ft. E. of rd., in 6- by 13-in. granite stone set 

in place and extending 8 in. above ground; standard tablet stamped 

"P 1 1924"._ .......___.... ._.... .__.__ ._.._..__..._. 4,320.089

Reference mark, 4 ft. N. of tablet, on large boulder set in place, 11 in.

below surface of ground; chiseled square._._____________________ 4, 318. 96

Callao, 2.6 mi. N. of, 35 ft. E. of rd.; top of 2-in. galvanized iron pipe

extending 10 in. above ground-....:------.--.---..------------ 4, 307. 35

Callao, 3.7 mi. N. of, on hill covered with black gravel, 30 ft. W. of rd., 

on rock 6 in. square set in place and extending 7 in. above ground; 

chiseled square_---_-----_-__________________________________ 4, 322. 91

Callao, 4.6 mi. N. of, on slight rise, 55 ft. W. of rd., in gray granite 

stone 7 in. by 13 in. at top, set in place and extending 8 in. above 

ground; standard tablet stamped "P 2 1924"_ r ..___--_-------- 4,317.472

Reference mark, 5 ft. N. of tablet, on stone set 9 in. below surface of

ground; chiseled square__-___-_-___--___-._______--___----_- 4, 316. 18

Callao, 5.7 mi. N. of, 23 ft. E. of rd., on granite boulder set in place

and extending 7 in. above ground; chiseled square. ______________ 4, 333. 60

From Gold Hill quadrangle southeast along road through Overland Canyon 

to Callao (by S. I, Parker in 1924)

Callao, 7.2 mi. NW. of, on N. side of large wash, 10 ft. N. of rd., on 

stone 12 in. in diameter set in place and extending 16 in. above 

ground; chiseled square____________________________________ 4, 756. 15

Callao, 6.3 rni. NW. of, 43 ft. SW. of rd. fork; top of 2-in. iron pipe

extending 2 ft. above ground..__-.___-_______._____-__--_-_--- 4, 641. 56

Callao, 5.5 mi. NW. of, 0.7 mi. NW. of Sixmile ranch, 15 ft. SW. of rd., 

on stone set in place and extending 1 ft. above ground; chiseled 

square___.___________'________.1__________________________ 4, 620. 48

Callao, 4.8 mi. NW. of, at Sixmile ranch, 285 ft. E. of stone ranch 

house, 1 ft. N. and 7 ft. W. from corner of wire fence, in stone set 

in place; standard tablet stamped "P 14 1924" (recovered by 

U. S. C. & G. S. in 1934)-_-_________________________________ 4, 515. 798

Reference mark, 7 ft. W. of tablet, on stone set in place; chiseled 

square._____________________________________________________ 4, 516. 14
20 SPIRIT LEVELING IN UTAH, 1897-1938

Callao, 3.6 mi. NW. of, 1.2 mi. SE. of Sixmile ranch, 450 ft. NW. of 

rd. fork, 15 ft. W. of rd., on granite stone with square top set in feet 

place and extending 6 in. above ground; chiseled square---..-.-.. 4, 385. 25

Callao, 2.6 mi. NW. of, 6 ft. E. of rd., on boulder in place and extending 6 in. above ground; chiseled square.--.-.------._-___------_ 4, 355. 77

Callao, 1.5 mi. NW. of, 0.9 mi. NW. of rd. fork, 18 ft. E. of rd., in gray 

granite stone 9 in. by 12 in. at top, set in place and extending 6 in. 

above ground; standard tablet stamped "P 15 1924" (recovered 

by U. S. C. & G. S. in 1934)_-_.__......_........-._...____.-. 4, 363. 610

Reference mark, 6 ft. NW. of tablet, on stone set in place; chiseled 

square-----.--..------.-.._---.-__...-----__--.-------..--- 4, 363. 40

CARLISLE QUADRANGLE

[Latitude SSW-SSW; longitude 109°30'-110°00'] 

SAN JUAN, WAYNE, AND GARFIELD COUNTIES

From Elk Ridge quadrangle northwest along road to Dugout ranch, thence 

southwest along U. S. Forest Service road in Cottonwood Canyon and back 

into Elk Ridge quadrangle (by C. C. Rich in 1934)

Dugout ranch, 5.4 mi. SE. of, 275 ft. E. of Indian Creek, 100 ft. W. of 

sandstone ledge, 40 ft. E. of rd., in root on SW. side of 14-in. pinon 

tree; copper nail and washer.-_-__--_-____-____-_-_-_-___._--- 5, 944. 63

Dugout ranch, 4.3 mi. SE. of, 125 ft. NE. of Indian Creek, 10 ft. N. of 

rd., in large sandstone boulder sloping S.; standard tablet stamped 

"5802 CR 8 1934".._______________________________________ 5, 800. 301

Reference mark, 60 ft. SE. of tablet, on NE. corner of flat sandstone

boulder; chiseled square.____-___-___-_--_--_-________-____-_- 5, 949. 99

Dugout ranch, 3.3 mi. SE. of, in N. corner of alfalfa field, 20 ft. S. of 

rd., in root on SE. side of 24-in. poplar tree; copper nail and washer. 5, 725. 46

Dugout ranch, 2.2 mi. SE. of, on S. side of mouth of small box canyon, 

125 ft. E. of alfalfa field, 40 ft. E. of rd., in sandstone boulder; 

standard tablet stamped "5597 CR 9 1934".__________________ 5,596. 073

Reference mark, 65 ft. ESE. of tablet, on red sandstone boulder;

chiseled square_-____________________________.____________-__ 5, 606. 14

Dugout ranch, 1.4 mi. SE. of, 500 ft. N. of wooden gate, 75 ft. NE. of 

bridge over irrigation ditch, 30 ft. E. of rd., on W. bank of irrigation 

ditch, in crotch on S. side of 14-in. poplar tree; copper nail and 

washer.____.-_____..______.._.___.._____._._._______.____-_ 5, 493. 62

Dugout ranch, 0.2 mi. SE. of, 100 ft. SW. of rd., in SE. corner of 

northernmost boulder; standard tablet stamped "5361 CR 10 

1934"......_-___.__________________________________________ 5, 359. 384

Reference mark, 145 ft. SE. of tablet, on red sandstone boulder; 

chiseled square.---.._-_..__.___._._____...___._____-.--_---- 5, 369. 22

Dugout ranch, 1.1 mi. SW. of, on SE. side of Cottonwood Canyon, 

1,000 ft. SE. of salt rd., on N. corner of flat red sandstone boulder; 

chiseled square.________-___----___- --__--------------------- 5, 383. 43

Dugout ranch, 2.0 mi. SW. of, on SE. side of Cottonwood Canyon,

250 ft. SE. of salt rd., in N. corner of flat sandstone boulder; standard

tablet stamped "5450 CR 11 1934"....-.--.----------------- 5, 448. 741

Reference mark, 60 ft. N. of tablet, on sandstone boulder; chiseled

square___-_--__----_----..-_----- -------------------------- 5, 442. 44

Dugout ranch, 3.1 mi. SW. of, at Ntf cor. sec. 2, T. 32 S., R. 21 E., on

S. side of small saddle on SE. side of Cottonwood Canyon, 20 ft. E.

of salt rd.; General Land Office tablet in quarter-corner monument. . 5, 523. 060
CASTLE DALE QUADRANGLE 21

Dugout ranch, 3.9 mi. SW. of, on SE. side of Cottonwood Canyon,

300 ft. SE. of SE. edge of large wash, 150 ft. SE. of salt rd., in small Feet 

quartzite.boulder; standard tablet stamped "5576 CR 12 1934"._ 5, 575. 206

Reference mark, 29 ft. WSW. of tablet, on small quartzite boulder;

chiseled square.______________________________- _________-__-- 5, 574. 92

Dugout ranch, 4.9 mi. SW. of, on SE. side of Cottonwood Canyon, 

200 ft. SE. of salt rd., in root on N. side of 10-in. lone pinon tree; 

copper nail and washer..._____________________________________ 5, 711. 77

CASTLE DALE QUADRANGLE

[Latitude 39°00'-39°15'; longitude 111°00'-111°15'] 

EMERY COUNTY

From Wilsonville quadrangle southwest along State Highway 10 into Emery 

No. 1 quadrangle (by C. H. Williams in 1923; part of line leveled twice) '

Castle Dale, 1.8 mi. N. of, on N. end of concrete culvert; chiseled

square._____-____-_______-_______-_-_-_-_-___-___-_--__-_-- 5, 740. 94

Castle Dale, 0.9 mi. N. of, about 2 mi. E. of Orangeville, on bench, at

junction of rd. W. to Orangeville, on S. end of concrete culvert;

chiseled square._--.__-____-___-___-___-_-___--______---___-- 5, 831. 80

Castle Dale High School, on E. side of, in second window sill N. of

front door; standard tablet stamped "3 5771" (recovered by

U. S. C. & G. S. in 1934)...___.....__.__.__.._.._______._._.. 5, 771. 015

Castle Dale, 3.4 mi. along highway SW. of, at junction of rd. N. to

Orangeville, in concrete post; standard tablet stamped "5 5702"

(recovered by U. S. C. & G. S. in 1934)........_.__ _......._.. 5, 703. 169

Castle Dale, 4.4 mi. SW. of, 3.2 mi. NE, of Clawson, 1.0 mi. SW. of

junction of Orangeville rd., 30 ft. S. of rd., near fence corner; iron

pipe stamped "5728" ______________________ ______________ 5, 729. 19

Clawson, 2.0 mi. NE. of, 600 ft. N. of old Rock Canyon bridge, on

W. side of rd.; iron pipe stamped "5757".---------.------.----- 5, 758. 78

Clawson, 1.0 mi. NE. of, 600 ft. N. of blue clay ridge and rd. cut, on

E. side of rd.; iron pipe stamped "5822"__..___.._.._.......__ 5, 823. 61

Clawson, 0.1 mi. N. of, on W. side of highway, near fence corner, on

blue clay bank, in concrete post; standard tablet, stamping not

recorded___-___-_._.__.___._._.__._...._'_______.____.__--- 5, 945. 444

Clawson, 1.0 mi. SW. of, at junction of Molen rd.; iron pipe stamped

"6008"...._.._......_...._...._......._............_....--. 6, 009. 41

Clawson, 2.0 mi. SW. of, 15 ft. E. of irrigation ditch, on N. side of

highway; iron pipe stamped "6023"_.._.______.___-___-_..--. 6, 024. 08

Ferron, 1.7 mi. NE. of, near S. side of Clawson canal, on W. side of

highway; iron pipe stamped "6050"_ 1........................ 6, 051. 74

Ferron, on S. side of high school, in step; standard tablet stamped

"7 5949" (recovered by U. S. C. & G. S. in 1934)._....._._.... 5, 950. 561 

Ferron, 1.0 mi. S. of, 0.3 mi. S. of steel bridge over Ferron Creek, near

fence on E. side of highway; iron pipe stamped "5903"--.-.------ 5, 904. 60

Ferron, 2.0 mi. S. of, 700 ft. S. of cement bridge over wash, 30 ft. E.

of highway, on blue clay ridge; iron pipe stamped "5946"_-_-____ 5, 947. 59 

Ferron, 3.9 mi. S. of, 1,400 ft. N. of Blue Dugway, 1,200 ft. S. of culvert

and grove of trees, 30 ft. E. of highway, at summit of small rise;

standard tablet stamped "8 5968" ________________--_-_-___-- 5, 970. 056

Ferron, 4.0 mi. S. of, 50 ft. E. of signpost, at summit of Blue Dugway,

20 ft. E. of highway; iron pipe stamped "6234"...._.-.__... 6, 235. 33

' An excessive error in this line has been disposed of by adjustment.
22 SPIRIT LEVELING IN UTAH, 1897-1938

Ferron, 5.0 mi. S. of, 40 ft. E. of highway, on rocky ridge; iron pipe Feet 

stamped "6257" ..___. .__._. - ..-...--._._. 6, 259. 03

Ferron, 6.0 mi. SW. of, at junction of Rochester rd., in concrete

post; standard tablet stamped "6313"_- T __-_-.--___-___________ 6, 314. 303

Ferron, 6.8 mi. SW. of, 10.0 mi. NE. of Emery, SW. of rd. fork, 30 ft.

E. of highway at slight rise; iron pipe stamped "6337".._--____ 6, 339. 14

From crossroads about 1 mile north of Castle Dale along road west to Orangeville, thence south about 3 miles to State Highway 10 (by C. H. Williams in 

1923; part of line leveled twice)

Orangeville, about 1 mi. E. of, 1.2 mi. NW. of Castle Dale, 620 ft. E.

of top of dugway, 20 ft. N. of rd., 15 ft. from fence; iron pipe

stamped "5838"________.___.___ _ _______________ 5, 837. 23

Orangeville, 0.4 mi. E. of, on NE. side of steel bridge over Cottonwood

Creek; chiseled square_______-__-___--_---_-___-__________- 5, 744. 40

Orangeville, on W. side of public school, in N. window sill; standard

tablet stamped "4 5773" (recovered by U. S. C. & G. S. in 1934). 5, 772. 265 

Orangeville, 1.0 mi. S. of, 100 ft. E. of crossroads, 20 ft. S. of center 

line of rd.; iron pipe stamped "5792"_______________________ 5, 792. 32

Orangeville, 3.0 mi. S. of, about 0.8 mi. N. of State Highway 10, on

W. side of S. end of bridge over large wash; copper nail and washer. 5, 714. 03

CASTLEGATE QUADRANGLE

[Latitude 39°30'-39°45'; longitude 110°45'-111°00'] 

CARBON COUNTY

From Kyune quadrangle southeast along Denver & Rio Grande Western Railroad into Wellington quadrangle (by I. F. Biggs in 1910; leveled twice)

Castlegate, 0.3 mi. N. of sta., 200 ft. S. of bridge, 10 ft. E. of switch 

signal, in large boulder; aluminum tablet stamped "6146 33"-_-_. 6, 148. 130

Castlegate, 200 ft. N. of sta., at base of water plug; top of bolt head.. 6, 112. 61

Helper, in E. wall of Y. M. C. A. building, 15 ft. S. of main entrance, 

2 ft. above ground; aluminum tablet set vertically and stamped 

"5827 34" (recovered by U. S. C. & G. S. in 1927)._ ______'___ 5, 829. 486

Price, 3.3 mi. N. of, 3.7 mi. S. of Helper, 0.6 mi. N. of milepost 622, 

60 ft. E. of right-of-way, on edge of bluff, in sandstone boulder; . 

aluminum tablet stamped "5663 35" (recovered by U. S. C. & 

G. S. in 1927)__-_-_____-_-__-___---_i----------_-_-_------ 5, 665. 271

Price, on W. side of county courthouse, in top of first coping on steps 

at S. entrance; aluminum tablet stamped "5564 36" (recovered 

by U. S. C. & G. S. in 1927).. _._.._..--..-..--.------- 5, 566. 042

Price, 3.8 mi. S. of, in E. side of concrete abutment of R. R. bridge

615; aluminum tablet stamped "5434 37"__.__...._._.__- 5, 436. 238

From Price southwest along abandoned Southern Utah Railroad into Poison 

Spring quadrangle (by Cornelius Schnurr in 1914)

Price, 1.0 mi. S. of, on S. end of R. R. bridge over Price River; top of

rail._______________________________________________..___ 5, 503. 3

Price, 1.9 mi. S. of, on S. end of bridge 3; top of rail________________ 5, 592. 0

Price, 2.2 mi. SW. of, on S. end of bridge 4 over Drunkards Wash,

in guard rail; spike------------------------------------------ 5> 603- 22

Price, 2.6 mi. SW. of, in center of bridge over Price River irrigation

canal; top of rail.___________________________________________ 5, 640. 9

Price, 4.0 mi. SW. of, in center of bridge 6; top of rail.-.---------- 5, 736. 1
CASTLEGATE QUADRANGLE 23

Price, 4.4 mi. SW. of, 50 ft. W. of track, at base of 5-ft. rail project-

. ing 2 ft. above ground, in rock set in place; standard tablet stamped Feet

"5756" (recovered in 1936). 5, 756. 121

Price, 6.4 mi. SW. of, on bridge 9; top of rail.___._.____..._.__._. 5, 807. 2

Price, 7.2 mi. SW. of, at N. end of Gaylord siding; point of frog_-__. 5, 821. 3 

Price, 7.5 mi. SW. of, 50 ft. W. of track at Gaylord siding, at base of

5-ft. rail projecting 2 ft. above ground, in rock set in place; standard

tablet stamped "5829"»a__-__..._.....__....._..._.._.._____. 5,828.431 

Price, 7.8 mi. SW. of, 0.3 mi. S. of Gaylord siding, at rd. crossing; top

of rail . - ___- 5, 832. 6

From Scofield quadrangle northeast along Utah Railway to point 1.5 miles in 

air line west of Helper, thence along Denver & Rio Grande Western Railroad 

to Helper (by Cornelius Schnurr in 1914)

Blackhawk, 3.5 mi. N. of, 20 ft. W. of track, on rock in deep cut; 

chiseled mark......._..___.._..-......--._...._-_.....-_.--. 7,049. 99

Blackhawk, 4.1 mi. N. of, 0.2 mi. N. of Serviceberry Canyon, 50 ft.

W. of track, in large boulder; standard tablet stamped "7000"..__ 7, 000. 733

Blackhawk, 4.9 mi. N. of, 20 ft. E. of track, on end of concrete culvert; chiseled mark._________________________________________ 6, 921. 00

Blackhawk, 7.8 mi. N. of, in W. end of masonry culvert; standard 

tablet stamped "6642".... __ _ _____ _____ _ 6, 642. 444

Blackhawk, 9.8 mi. N. of, 0.7 mi. N. of Haley siding, 30 ft. W. of track,

at S. end of fill, on large boulder; chiseled mark.._______________ 6, 490. 02

Gordon Creek bridge, at N. end of; top of rail_-__.._.__-____-_-__- 6, 285. 9

Gordon Creek bridge, on top of N. abutment; chiseled mark (R. R.

B. M.) _ __ _ __ __ _ _ _ _ 6,284.41

Gordon Creek bridge, 0.2 mi. N. of, 9.3 mi. SW. of Helper, in concrete base of water tank; standard tablet stamped "6282" (recovered 

by U. S. C. &G. S. in 1935) - - 6,282.543

Helper, 7.1 mi. SW. of, at S. end of Wildcat siding; point of frog___- 6, 176. 4

Helper, 6.5 mi. SW. of, at N. end of Wildcat siding, in concrete abutment of bridge; standard tablet stamped "6175"..____.._______-. 6, 175. 347

Helper, 4.5 mi. SW. of, at S. end of tunnel 2; top of raiL___._____ 6, 115. 6

Helper, 3.3 mi. SW. of, 0.2 mi. S. of crossroads, 50 ft. E. of track, on

large red boulder; chiseled mark___________________--__--____-- 6, 114. 24

Helper, 3.1 mi. SW. of, at rd. crossing; top of rail__---.---_----_--- 6, 117. 4

Helper, 2.6 mi. W. of, in top of masonry abutment of Utah Ry. viaduct over Storrs branch of Denver & Rio Grande Western R. R.; 

standard tablet stamped "6094 6, 094. 734

Helper, 1.7 mi. by rail W. of, 0.3 mi. S. of water tank on Storrs branch 

of Denver & Rio Grande Western R. R., 20 ft. E. of track, on ledge; 

chiseled mark_ _ _ _ _ 5, 952. 21

Helper, 1.1 mi. NW. of, 300 ft. S. of R. R. bridge over Price River; 

top of rail.__--__________--_______-___--___---__-___--__--_- 5,871. 9

From Price southwest about 3 miles along State Highway 10, thence west along 

field roads to sec. 36, T. 14 S., R. 9 E. (by V. S. Seward in 1936)

U. S. C. & G. S. standard disk stamped "A 17 1927" 5, 543. 490 

U. S. C. & G. S. standard disk stamped "A 51 1934"....... 5, 506. 604

Price, 1.8 mi. SW. of post office, at SE.. end of concrete bridge where 

wing abutment joins, on top of concrete railing support; chiseled 

square____________._____________--__-__--_______-___-_-._.__ 5, 544. 65

» B In 1936 this benchmark was reported destroyed.
24 SPIRIT LEVELING IN UTAH, 1897-1938

Feet 

U. S. C. & G. S. standard disk stamped "B 51 1934"._____._____ 5, 630. 37.1

Price, 3.1 mi. SW., thence 0.6 mi. W. from, 300 ft. E. of farmhouse, 

20 ft. S. of corner of corral, 2 ft. N. of N. bank of Price River irrigation canal, in root on N. side of 24-in. leaning cottonwood tree; 

copper nail and washer_______._______________________________ 5, 628. 18

Price, 3.1 mi. SW., thence 1.4 mi. W. from, on N. side of Price River 

irrigation canal, on top of SE. end of concrete foundation of canal 

flume across stream; standard tablet stamped "VS 36 1936 5634"_ 5,632.879 

Reference mark, 40 ft. SE. of tablet, on S. side of canal, on top of SE.

concrete-abutment of flume bridge; chiseled square-__-____ ______ 5, 631. 68

CEDAR CITY QUADRANGLE

[Latitude 37°30'-38°00'; longitude 113°00'-113°30'] 

IRON AND WASHINGTON COUNTIES

From lund quadrangle, near Lund, southeast along road by way of Iron 

Springs to Hamiltons Fort (by George F. Maglett in 1905)

Lund, 3.0 mi. SE. of, 20 ft. S. of rd.; standard iron post with bronze

cap stamped "R Lund 5106"-____________________--_. 5, 096. 595

Lund, 6.0 mi. SE. of, 20 ft. S. of rd.; standard iron post with bronze

cap stamped "R Lund 5131"_._______________________ 5, 121. 142

Lund, 9.0 mi. SE. of, 9.5 mi. NE. of Antelope Springs, 20 ft. S. of

rd.; standard iron post with bronze cap stamped "R Lund 5168"_ 5, 159. 158 

Lund, 12.0 mi. SE. of, 20 ft. S. of rd.; standard iron post with bronze

cap stamped "R Lund 5203"_____________________ 5, 193. 496 

Lund, 15.0 mi. SE. of, 15 ft. S. of rd.; standard iron post with bronze

cap stamped "R Lund 5263"_.___._______________.-__._ 5, 254. 273

Lund, 18.0 mi. SE. of, 20 ft. S. of rd.; standard iron post with bronze

cap stamped "R Lund 5317"__-_.______________-__-_._- 5, 308. 151 

Lund, 20.8 mi. SE. of, 4.5 mi. NW. of Iron Springs, 100 ft. S. of rd.,

15 ft. NE. of old rock house; standard iron post with bronze cap

stamped "R Lund 5365".__-_____.______________.___ 5, 355. 654 

Iron Springs, 2.2 mi. NW. of, 400 ft. SW. of Root dwelling, 20 ft.

SW. of rd.; standard iron post with bronze cap stamped "R Lund

5414"___________________________________________--._-__ 5,405. 130

Iron Springs, 0.2 mi. E. of, 20 ft. E. of rd. fork; standard iron post with

bronze cap stamped "R Lund 5470"------_---------------___- 5, 461. 198

Iron Springs. 3.2 mi. SE. of, 50 ft. S. of rd. fork; standard iron post with

bronze cap stamped "R Lund 5495" -_ --__------ 5, 485. 870

Iron Springs, 6.5 mi. SE. of, 2.5 mi. W. of Hamiltons Fort, 20 ft. NE.

of rd.; standard iron post with bronze cap stamped "R Lund 5497"__ 5,488. 018 

Hamiltons Fort, 0.2 mi. W. of, 15 ft. N. of rd.fork; standard iron post

with bronze cap stamped "R Lund 5631" (recovered in 1928)__-. 5, 622. 164

From Hamiltons Fort west along road to Duncan ranch, thence generally north 

to point 9.5 miles northeast of Antelope Springs (by George F. Maglett in 

1905)

Shirts Lake, 200 ft. W. of, 1.0 mi. NW. of dwelling, 10 ft. W. of rd.;

standard iron post stamped "R Lund 5454" _ 5, 445. 181 

Hamiltons Fort, 7.0 mi. W. of, 2.8 mi. E. of Duncan ranch, 15 ft. N.

of Cedar City and Pinto Creek rd.; standard iron post with bronze

cap stamped "R Lund 5689"__ 5,680.210 

Duncan ranch, 600 ft. NE. of house, 30 ft. S. of rd. fork; standard iron

post with bronze cap stamped "R Lund 5983"___--_----------- 5,974.001
CEDAR CITY QUADRANGLE 25

Duncan ranch, 3.0 mi. N. of, 0.6 mi. N. of rd. fork, 20 ft. E. of rd.; Feet 

standard iron post with bronze cap stamped "R Lund 5843"-.-- 5, 833. 864

Duncan ranch, 11.0 mi. N. of, about 6 mi. SE. of Antelope Springs, 

3.5 mi. W. of old rock house, 1,200 ft. S. of Iron Springs-Antelope 

Springs rd.; standard iron post with bronze cap stamped "R Lund 

5425"..__._.---_._____-_-----_----___-_________. 5,415. 302

Antelope Springs, 4.0 mi. NE. of, 9.0 mi. NW. of old rock house, 70 ft. 

S. of rd. fork; standard iron post with bronze cap stamped "R Lund 

5367"-.---_-------.--------.------------------------------- 5, 356. 720

Antelope Springs, 5.8 mi. NE. of, 3.8 mi. N. of rd. fork, 0.5 mi. E. of 

Pioche-Hot Springs rd.; standard iron post with bronze cap stamped 

"R Lund 5187" ----------------------------------------- 5,177.624

From Lund quadrangle along State Highway 19 southeast to Cedar City, thence 

southwest along IT. S. Highway 91 into La Verkin quadrangle (first-order 

leveling by E. E. Harris in 1928)

Lund, 3.1 mi. SE. of, 52 ft. S. of center line of highway at milepost 3, in

concrete post; standard tablet stamped "1928 H41"-_______-__. 5, 100. 328

Lund, 3.9 mi. SE. of, 1,050 ft. W. of milepost 4, 13 ft. N. of center line 

of highway, in center of top of concrete wall of culvert; chiseled 

square.---.------------------------------------------------ 5, 108. 19

Lund, 4.7 mi. SE. of, 1,900 ft. W. of milepost 5, 14 ft. S. of center 

line of highway, in center of top of concrete wall of culvert; chiseled 

square..._.-______________--___-__-----___---_________-___ 5, 115. 77

Lund, 5.8 mi. SE. of, 1,250 ft. W. of milepost 6, 43 ft. N. of center line 

.of highway, in concrete post; standard tablet stamped "1928 H 40" 5, 127. 706

Reference mark, 344 ft. S.60°E. of tablet, in center of top of concrete 

wall of culvert; chiseled square.___-_-__-----__-__-_____-______ 5, 150. 89

Lund, 6.8 mi. SE. of, 13 ft. S. of center line of highway, in center of

top of concrete wall of culvert; chiseled square-_-_-----_-__--___ 5, 135. 07

Lund, 7.7 mi. SE. of, 13 ft. NW. of center line of highway, in center of

top of concrete wall of culvert; chiseled square.--_---________-___ 5, 143. 38

Lund, 8.4 mi. SE. of, 250 ft. E. of angle in highway and 50 ft. NW. of 

center line, in concrete post; standard tablet stamped "1928 H39"__ 5, 150.252

Reference mark, 344 ft. S.60°E. of tablet, in center of top of concrete wall of culvert; chiseled square.___.____________'__________ 5, 150. 89

Lund, 10.0 mi. SE. of, 15 ft. NW. of center line of highway, in center

of top of concrete wall of culvert; chiseled square________________ 5, 161. 13

Lund, 10.8 mi. SE. of, 12 ft. SW. of center line of highway, in center of

top of concrete wall of culvert; chiseled square----_-_--_---_____- 5, 165. 32

Lund, 11.6 mi. SE. of, 21 ft. W. of dim crossroads, 42 ft. NW. of center 

line of highway, in concrete post; standard tablet stamped "1928 

H 38" -------------------------------------.------_------ 5, 175. 531

Lund, 12.8 mi. SE. of, 13 ft. NW. of center line of highway, in center

of top of concrete wall of culvert; chiseled square.________________ 5, 213. 28

Lund, 13.5 mi. SE. of, 14 ft. S. of center line of highway, in center of

top of concrete wall of culvert; chiseled square.______.______.___ _ 5, 256. 50

Lund, 14.7 mi. SE. of, 36 ft. N. of center line of highway, in concrete 

post; standard tablet stamped "1928 H 37".._-___..___._.._._. 5, 385. 596

Reference mark, 188 ft. S.50°E. of tablet, in center of culvert; chiseled 

square._-_-_---_----.______----_-----------____-_-_-.-_..-. 5, 386. 68

Lund, 15.4 mi. SE. of, in center of reverse turn in highway and 16 ft. S. 

of center line, in center of top of concrete wall of culvert; chiseled 

square..,._--_-_-----._-__-----_-----------._-_--..___.__.. 5, 498. 70
26 SPIRIT LEVELING IN UTAH, 1897-1938

Lund, 16.1 mi. SE. of, 450 ft. N. of junction of rd. E. to Parowan, 17 

ft. E. of center line of and 1 ft. lower than surface of highway, in feet 

center of top of concrete wall of culvert; chiseled square.__________ 5, 541. 32

Lund, 16.9 mi. SE. of, 15 ft. E. of center line of and 4 ft. lower than 

surface of highway, in center of top of concrete wall of culvert; 

chiseled square._____________________________________________ 5, 551. 75

Lund, 17.7 mi. SE. of, 17 ft. E. of center line of and 3 ft. lower than 

surface of highway, in center of top of concrete wall of culvert; 

chiseled square._____________________________________________ 5,-561. 48

Lund, 18.2 mi. SE. of, 2.8 mi. W., thence 12.8 mi. N. from Cedar City, 

75 ft. N. of junction of and 22 ft. W. of center line of rd. NE., 33 ft. E. 

of center line of highway, in concrete post; standard tablet stamped 

"1928 H 36"_._._-.--_----------_-------_--_--_.__________. 5, 547. 696

Reference mark, 268 ft. N.40°W. of tablet, on NE. corner of dip in

highway; chiseled square.__-___-___-_-___-_-_-_---___________ 5, 545. 87

Cedar City, 2.8 mi. W., thence 11.6 mi. N. from, 1,000 ft. S. of summit 

of grade, 13 ft. W. of center line of highway, in center of top of 

concrete wall of culvert; chiseled square..-___-_____----________ 5, 665. 12

Cedar City, 2.8 mi. W., thence 10.4 mi. N. from, 13 ft. W. of center 

line of highway, on N. side of rd. E. through gate, in center of top 

of concrete wall of culvert; chiseled square...___________________ 5, 582. 01

Cedar City, 2.8 mi. W., thence 9.5 mi. N. from, 450 ft. N. of junction 

of rd. E., 36 ft. E. of center line of highway at summit of grade, in 

concrete post; standard tablet stamped "1928 H 35" 10 _________ 5, 593. 253

Cedar City, 2.8 mi. W., thence 8.8 mi. N. from, 13 ft. W. of center 

line of highway, in center of top of concrete wall of culvert; chiseled 

square_____________________________________________________ 5, 507. 98

Cedar City, 2.8 mi. W., thence 7.5 mi. N. from, 14 ft. W. of center 

line of highway, at T-angle in fence line, in center of top of concrete 

wall of culvert; chiseled square_-________-_---___-_---____-__._ 5,470. 17

Cedar City, 2.8-mi. W., thence 6.5 mi. N. from, 250 ft. E. of curve 

to S. in rd., 24 ft. S. and 2 ft. E. from fence corner, in concrete 

post; standard tablet stamped "1928 H 34".__________________ 5, 479. 851

Cedar City, 2.8 mi. W., thence 4.8 mi. N. from, 46 ft. N. and 13 ft. E. 

from center of crossroads, in center of top of concrete wall of culvert; 

chiseled square-_--_-__--_---_______-___-_-__-__-__.__.___-__ 5, 511. 70

Cedar City, 2.8 mi. W., thence 4.0 mi. N. from, 14 ft. E. of center line 

of highway, 13 ft. S. of junction of T-rd. E. through gate, in center 

of top of concrete wall of culvert; chiseled square__-_____-__-___ 5, 529. 39

Cedar City, 2.8 mi. W., thence 3.0 mi. N. from, 27 ft. S. and 35 ft. W. 

from center of crossroads, 2 ft. S. and 2 ft. "W. from fence corner, in 

concrete post; standard tablet stamped "1928 H 33"_._____..____ 5/544. 198

Reference mark, 74 ft. N.50°E. of tablet, in center of top of concrete

wall of culvert; chiseled square____-_-_---_--_--_----_---_----_ 5, 546. 23

Cedar City, 2.8 mi. W., thence 2.0 mi. N. from, 12 ft. W. of center 

line of highway, 25 ft. S. of center line of rd. E., in center of top of 

concrete wall of culvert; chiseled square___________....__.__.... 5, 558. 02

Cedar City, 2.8 mi. W., thence 1.0 mi. N. from, 35 ft. S. of junction of 

T-rd. E., 14 ft. E. of center line of highway, in center of top of concrete wall of culvert; chiseled square._______________-__----__.._ 5, 565. 29

'0 This benchmark has been reported destroyed.
CEDAR CITY QUADRANGLE 27

Cedar City, 2.8 mi. W. of, at crossing of Union Pacific R. R., 68 ft. N. 

of center line of track, 60 ft. W. of center line of curve and 4 ft. lower 

than surface of highway, 54 ft. E. of fence line, in concrete post; Feet 

standard tablet stamped"1928 H Z2"........................ 5,560. 599

Reference mark, 209 ft. N.15°W. of tablet, at curve in rd. opposite 

gate to pasture, on top of concrete retaining wall directly over 

culvert; chiseled square._____________________________________ 5, 562. 28

Grade crossing of Union Pacific R. R. and highway; top of rail.____ __ 5, 581. 4

Cedar City, 2.3 mi. W. of, 14 ft. N. of center line of highway, 700 ft. 

E. of R. R. switch, in center of top of concrete wall of culvert; 

chiseled square.__^_____.____________________________________ 5, 590. 18

Cedar City, 1.4 mi. W. of, 16 ft. N. of center line of highway, 750 ft. 

"W. of Dixie power plant, 250 ft. E. of junction of second-class rd. 

SE., in center of top of concrete wall of culvert; chiseled square...- 5, 707. 51

Cedar City, in SW. angle of intersection of First Street North and 

Fifth Street West, in center of top of concrete wall of culvert; 

chiseled square._______________________________________________ 5, 759. 19

Cedar City, Union Pacific R. R. sta., 54 ft. E. of wall of building, 

near SW. corner of parking at E. entrance to sta., 6 ft. N. of center 

line of concrete walk, in concrete post; standard tablet stamped 

"1928 H 31" n ............................................ 5, 800. 273

Reference mark, 105 ft. S.45°E. of tablet, in root on S. side of 36-in.

cottonwood tree; copper nail and washer.______________________ 5, 803. 85

Cedar City, on W. side of Main Street, 15 ft. S. of NE. corner of 

Bank of Southern Utah, in front wall 2 ft. above level of rd. and 1 ft. 

N. of entrance; standard tablet set vertically and stamped "1928 

H 30"..__-_.....-..-.-......_.......__.......-............. 5,833. 584

Reference mark, 88 ft. E. of tablet, on sidewalk; chiseled square.--.. 5, 832. 62

Cedar City, near S. limits of, 13 ft. S. of junction of T-rd. W., 14 ft. W.

of center line of highway, on top of concrete culvert; chiseled square. 5, 927. 68

Cedar City, 0.8 mi. SW. of, 14 ft. SE. of center line of highway, 18 ft. 

NE. of rd. junction, in center of top of concrete wall of culvert; 

chiseled square. .......... ................................... 5, 940. 12

Cedar City, 1.5 mi. SW. of, 24 ft. NE. of junction of rd. S.,. 33 ft. SE. of 

center line of highway, in prominent rock .outcrop; standard tablet 

stamped "1928 H 29". ................................... 5,998. 151

Reference mark, 190 ft. S.40°W. of tablet, on concrete culvert; chiseled

square_______________________________'._____________________ 5, 996. 20

Cedar City, 2.3 mi. SW. of, 14 ft. W. of center line of highway, in center

of top of concrete wall of culvert; chiseled square._______________ 5, 942. 46

Cedar City, 3.0 mi. SW. of, 2.3 mi. NE. Of Hamiltons Fort, 14 ft. E. of 

center line of highway, in center of top of concrete wall of culvert; 

chiseled square._______________________________________'______ 5, 856. 32

Hamiltons Fort, 1.7 mi. NE. of, 12 ft. E. of center line of highway, in

center of concrete culvert; chiseled square._____________________ 5, 801. 97

Hamiltons Fort, 1.2 mi. NE. of, 43 ft. N. of center line of highway just 

W. of angle to N., in lava outcrop; standard tablet stamped "1928 

H 28"_____._.---.--.---....-....-...--..--.-..__---.__-_--. 5,794. 575

Reference mark, 67 ft-. E. of tablet, on lava boulder; chiseled square.- 5, 794. 19

Hamiltons Fort, 0.5 mi. NE. of, 9 ft. SE. of center line of highway, 

110 ft. NE. of rd. junction, in center of top of concrete abutment at SW. corner of small bridge; chiseled square____________ 5, 701. 82

11 Recovered in 1938. This tablet was formerly 10 ft. west of its present location and at an elevation 

0.500 ft. lower. The figures given represent the latest information.
28 SPIRIT LEVELING IN UTAH, 1897-1938

Hamiltons Fort, 18 ft. W. of center line of angle in highway, 175 ft.

S. of junction of T-rd. W., near S. end of concrete culvert; chiseled Feet

square _____________________________________________________ 5, 647. 108

Hamiltons Fort, 1.2 mi. S. of, 14 ft. E. of center line of highway, in

center of top of concrete wall of culvert; chiseled square__________ 5, 568. 05

Hamiltons Fort, 2.1 mi. S. of, 25 ft. W. of center line of and 4 ft.

lower than surface of highway, on N. end of E. abutment of ruins of

concrete culvert of old rd.; chiseled square__------_-__-_________ 5, 507. 39

Hamiltons Fort, 3.2 mi. S. of, 4.0 mi. N. of Kanarraville, 53 ft. W. of

center line of highway at summit of grade, 3 ft. S. and 3 ft. W. from

fence corner, in concrete post; standard tablet stamped "1928 H 1"_ 5, 552. 758 

Reference mark, 290 ft. S. of tablet, on top of concrete culvert; chiseled

square.____-----____-------------^-_---_----_______________ 5, 550. 84

Kanarraville, 3.0 mi. N. of, 19 ft. N. of dim crossroad, 14 ft. W. of

center line of highway, in center of top of concrete wall of culvert;

chiseled square--------------________________________________ 5, 551. 72

Kanarraville, 2.5 mi. N. of, 14 ft. W. of center line of highway,, in

center of top of concrete wall of culvert; chiseled square..________ 5, 541. 53

Kanarraville, 2.0 mi. N. of, 12 ft. W. of center line of highway, 3 ft.

N. of S. end of concrete culvert; chiseled square_________________ 5, 526. 28

Kanarraville, 0.8 mi. N. of, 51 ft. W. of center line of rd., 11 ft. S. of

gate post at T-angle in fence, 1 ft. E. of fence line, in concrete

post; standard tablet stamped "1928 H 2"____________________ 5, 542. 354

Reference mark, 387 ft. N. of tablet, in center of top of concrete wall

of culvert; chiseled square.___________________________________ 5, 538. 50

Kanarraville, in SE. angle of crossroads, opposite Batty's service

sta., in center of top of concrete wall of culvert; chiseled square__ 5, 540. 56 

Kanarraville, 1.1 mi. S. of, 14 ft. N. of center line of rd. E., 19 ft. E.

of center line of highway, in center of top of concrete wall of culvert; 

. chiseled square._____________________________________________ 5, 525. 81

Kanarraville, 1.8 mi. S. of, 67 ft. S. of junction of T-rd. W., 49 ft. W.

of center line 'of highway, in center of top of concrete wall of culvert;

chiseled square.________________________________!____________ 5, 438. 53

Kanarraville, 2.4 mi. S. of, 49 ft. W. of center line of highway, 67 ft.

S. of gate in fence, 1 ft. E. of fence line, in concrete post; standard

tablet stamped "1928 H 3"_______________________._.__________ 5, 383. 096

Reference mark, 280 ft. S. of tablet, in center of top of concrete wall

of culvert; chiseled square._____________________________________ 5, 380. 71

Kanarraville, 3.8 mi. S. of, 2,560 ft. N. of Iron-Washington county

line, 510 ft. S. of junction of private rd. W., 200 ft. N. of old rd.

crossing, 12 ft. W. of center line of highway, in center of top of concrete wall of culvert; chiseled square___________________________ 5, 225. 36

From Parowan quadrangle southwest along U. S. Highway 91 to Cedar City 

(first-order leveling by E. E. Harris in 1931)

Cedar City, 7.5 mi. NE. of Union Pacific R. R. sta., 17 ft. NW. of 

center line of highway at summit of grade, in center, of concrete 

head wall of culvert; chiseled square.__-______-_-____----___--- 5, 763. 40

Cedar City, 7.0 mi. NE. of, 17 ft. NW. of center line of highway at 

summit of grade, in center of concrete head wall of culvert; chiseled 

square.---------------------------------------------------- 5, 752. 88

Cedar City, 6.0 mi. NE. of, 360 ft. NE. of junction of dirt rd. N., 17 

ft. NW. of center line of highway, in center of top of concrete head 

wall of culvert; chiseled square._______________________________ 5, 636. 93
COALVILLE QUADKAISTGLE 29

Cedar City, 5.3 mi. NE. of, 30 ft. W. of center line of highway, 72 ft.

E. of fence corner, 10 ft. S. of angle pole in telephone line crossing lfeet> 

highway, in concrete post; standard tablet stamped "1931 H 64"_ 5, 588. 827

Reference mark, 340 ft. S. of tablet, in center of E. concrete head 

wall of culvert; chiseled square.-__________ ____-______--_______ 5, 594. 06

Cedar City, 4.6 mi. NE. of, 17 ft. W. of center line of highway, in 

center of top of concrete head wall of culvert; chiseled square. _-..._ 5, 647. 39

Cedar City, 3.7 mi. NE. of, 240 ft. N. of power line crossing highway, 

16 ft. W. of center line of highway, in center of top of concrete head 

wall of culvert; chiseled square._______________________________ 5, 698. 00

Cedar City, 2.7 ini. NE. of, 500 ft. N. of concrete flume under highway, 

J7 ft. W. of center line of highway, in center of top of concrete 

head wall of culvert; standard tablet stamped "1931 H 65"____. 5, 700. 894

Cedar City, 2.0 mi. NE. of, 17 ft. W. of center line of highway, in

center of top of concrete head wall of culvert; chiseled square. __,.- 5, 679. 59

Cedar City, 1.2 mi. NE. of, 14 ft. SW. of center line of highway, just 

S. of junction of old highway at point of. hill, in center at base of 

concrete parapet wall of bridge over drain; chiseled square__-_---_ 5, 713. 22

Cedar City, .0.3 mi. NE. of, near N. city limits, at W. side of concrete

bridge over creek, in center of base of steel railing; chiseled square. 5, 790. 35

COALVmLE QUADRANGLE 12

[Latitude 40°30'-41°00'; longitude lll°00'-]ll°30'] 

MORGAN, SUMMIT, AND WASATCH COUNTIES

From Fort Douglas No. 4 quadrangle northeast and north along Park City 

branch of Union Pacific Railroad to Coalville, thence northwest approximately along route of present U. S. Highway 530 to Echo City (by I. C. Woodbury 

in 1899)

Atkinson, about 300 ft. S. of highway crossing, on hillside near R. R. 

bridge, 30 ft. SE. of track; standard iron post with bronze cap 

stamped "6444 S LAK" (recovered by U. S. C. & G. S. in 1934). 6, 446. 293

Wanship, 36 ft. S. of center line of track, in NW. corner of yard of 

Latter Day Saints Church, on S. side of airway beacon tower; 

standard iron post with bronze cap stamped "5860 S LAK" (recovered by U. S. C. & G. S. in 1934).__________________________ 5, 862. 170

Wanship, 3.5 mi. N. of, 4.1 mi. S. of Coalville, 136 ft. NE. of grade 

crossing; standard iron post with bronze cap stamped "570S S 

LAK" (recovered by U. S. C. & G. S. in 1934) __________________ 5, 710. 244

Coalville, opposite SE. corner of sta.; top of E. rail_-.-__--__-___-- 5, 572. 3

Coalville, 0.5 mi. N. of, 700 ft. E. of track, on E. side of and about 10 

ft. higher than surface of highway, in coal bank E. of dwelling, in 

stone post; standard tablet stamped "5607 S LAK" (recovered by 

U. S. C, & G. S. in 1934) »_______. ___________________________ 5,609. 014

Coalville, 0.6 mi. N. of, 400 ft. E. of track, on W. side of highway, on 

right-of-way line, in stone post; standard tablet stamped "5583 

S LAK" (recovered by U. S. C. & G. S. in 1934) "_______________ 5, 585. 245

Coalville, 2.9 mi. along highway NW. of, 0.5 mi. N. of R. R. sta. at 

Grass Creek, on W. side of highway, in front of brick dwelling; 

standard iron post with bronze cap stamped "5486 S LAK"___-_ 5, 488. 540

12 A small area in the northeast corner of this quadrangle Ifes in Wyoming.

13 South meridian mark. 

'< North meridian mark.

1272S9 40 3
30 SPIRIT LEVELING IN UTAH, 1897-1938

Echo City, about 300 ft. S. of U. S. Highway 30 S., on E. side at S. 

. end of street, SE. of coal chute, on property line crossing highway; 

standard iron post with bronze cap stamped "5465 S LAK" (recov- Feet 

ered by U. S. C. & G. S. in 1934)__________________.___________ 5, 467. 404-

Echo City, in front of sta. on main line of Union Pacific R. R.; top of

rail___________.'.___-_l-___-._________________._____________ 5, 460. 9

From Wanship southeast along approximate route of present State Highway 35 

to point 1.3 miles southeast of Francis, thence northwest and west along improved county road to Hailstone, thence generally northwest along approximate route of present U. S. Highway 40 into Fort Douglas No. 4 quadrangle 

near Park City (by I. C. Woodbury in 1899)

Rockport, at SW. corner of public hall, on E. side of rd.; standard iron

post with bronze cap stamped "6009 S LAK"_.._______________ 6, 010. Sit

Peoa, in SW. corner of yard of dwelling of H. B. Williams, near fence;

standard iron post with bronze cap stamped "6189 S LAK"____ 6, 191. 371

Peoa, 2.2 mi. E. of, 0.5 mi. N. of Oakley, in SW. angle of crossroads;

standard iron post with bronze cap stamped "6515 S LAK"____ 6, 517. 497

Oakley, 1.5 mi. SE., thence 1.5 mi. S. from, 0.5 mi. N. of Marion, in 

NE. angle of junction of T-rd. E.; standard iron post with bronze 

cap stamped "6451 S LAK"___.__.__________________________ 6, 453. 617

Kamas, on Main Street, in SW. corner of schoolyard; standard iron 

post with bronze cap stamped "6473 S LAK"__._______________ 6, 474. 942

Francis, 1.3 mi. SE. of, near N% cor. sec. 4, T. 3 S., R. 6 E., in E. angle 

of junction of second-class rd. E., in front of dwelling of James A. 

Knight; standard 'iron post with bronze cap stamped "6505 S 

LAK"_.__------_-----------------------____________________ 6, 507. 544

Hailstone, at junction of U. S. Highway 40 and county rd., 0.2 mi. E. 

of and across creek from Davis ranch, in front of schoolhouse; 

standard iron post with bronze cap stamped "5959 S LAK" 15 ___ 5, 961. 514-

Hailstone, 5.5 mi. NW. of, in SEtf sec. 1, T. 2 S.,.R. 4 E., on divide 

near Summit-Wasatch county line, at point where rd. crosses old 

R. R. grade; standard iron post with bronze cap stamped "6726 S 

LAK"__.___________________________________________________ 6,728. 612

From Hailstone south along approximate route of present TJ. S. Highway 40 to 

Heber, thence west along road to Midway (by I. C. Woodbury in 1899; leveled 

twice)

Hailstone, 4.2 mi. S. of, 3.5 mi. N. of courthouse in Heber, in SE. 

corner of grounds of Riverdale School; standard iron post with 

bronze cap stamped "5714 S LAK" (recovered by IT. S. C. & G. S. 

in 1934)-__________---------------------_------_----------.- 5,716. 816

Heber, at Wasatch County courthouse, in SE. corner of grounds, in 

line with S. fence, in granite post; standard tablet stamped "5593 

S LAK" (recovered by U. S. C. & G. S. in 1934) '»______________. 5, 595. 159

Midway, at corner of Main Street and rd. N. to U. S. Highway 40, on 

lot owned by Wallace E. Potter; standard iron post with bronze cap 

stamped "5567 S LAK"j...:__-____:-....___.:.____________. 5, 569. 366-

16 In 1929 this mark was moved 500 ft. east along the north side of the county road to a position 700 ftwest of the Mendock power station of the Utah Power and Light Co. and reset at the same elevation. 

"South meridian mark.
COALVILLE QUADRANGLE 31

From Coalville northeast along approximate route of present State Highway 133 

to point which marks southwest corner of State of Wyoming (by I. C. Woodbury in 1899)

Coalville, 3.7 mi. NE. of, 6.8 mi. SW. of .Upton School, on NE. side of

rd., 300 ft. SE. of curve, SW. of mouth of "The Narrows"; standard Feet 

iron post with bronze cap stamped "5746 S LAK".___-____--___ 5, 748. 391

Upton School, 3.8 mi. SW. of, 6.7 mi. NE. of Coalville, at junction of 

rd. SE. along South Fork of Chalk Creek, across creek from and 0.5 

mi. NW. of Huffman ranch house; standard iron post with bronze 

cap stamped "5938 S LAK".._______________________________ 5, 940. 339

Upton, 0.5 mi. E. of discontinued post office, on N. side of rd., in SE. 

corner of schoolyard; standard iron post with bronze cap stamped 

"6182 S LAK" "__--_____--_--__________-_____--__.___.__ 6,184.347

Upton, at entrance to Latter Day Saints Church, in E. end of third

concrete step; standard tablet stamped "VS 34 1936 6181".... 6,182.905

Deming School, 175 ft, SE. of, 4.4 mi. SE. of Upton, in sec. 4, T. 2. N., 

R. 7 E., 160 ft. E. of bridge over Chalk Creek, on S. side of rd.; 

standard iron post with bronze cap stamped "6451 S LAK" _.__ 6, 453. 317

Deming School, 3.0 mi. NE. of, in sec. 35, T. 3 N., R. 7 E., near junction of rd. along East Fork, 40 ft. E. of county rd., 100 ft. N. of 

East Fork rd., 200 ft. SW. of crossing of East Fork; standard iron 

post with bronze cap stamped "6712 S LAK" _______....___.._ 6, 714. 230

Deming School, 6.8 mi. NE. of, in sec. 20, T. 3 N., R. 8 E., about 2 mi. 

SW. of SW. corner of Wyoming, 125 ft. SE. of log house; standard 

iron post with bronze cap stamped "6897 S LAK"_____________ 6, 899. 283

Utah-Wyoming State line, at SW. corner of Wyoming, in sec. 16, T. 

3 N., R. 8 E., at head of Chalk Creek, in red stone post; standard 

tablet with bronze cap stamped "7150 S LAK EVAN"__._.____ 7, 152. 018

From crossroads 0,5 mile north of Oakley northeast along road in Weber Canyon 

into Hayden Peak quadrangle at sec. 23, T. 1 N., H. 8 E. (by E. 0. Hills in 

1898 and I. C. Woodbury in 1899)

Oakley, 5.1 mi. NE. of, in sec. 12, T. 1 S., R. 6 E., at junction of rd. 

E. into S. fork of Weber Canyon; standard iron post with bronze 

cap stamped "6787 S LAK"_._.._._.._.___.________________ 6, 788. 616

Oakley, 7.9 mi. NE. of, in sec. 31, T. 1 N., R. 7 E., at junction of rd. 

over divide to South Fork of Chalk Creek, across river from and 

about 1 mi. NE. of ranch of George Wiles; standard iron post with 

bronze cap stamped "6983 S LAK"_______.________________ 6, 985. 359

T. 1 N., R. 7 E., SWJ4 sec. 26, at junction of rd. into Smith and Morehouse Canyon; standard iron post with bronze cap stamped "7308 

S LAK"___________________-__.____.________________________ 7, 309. 714

T. 1 N., R. 8 E., near W% cor. sec. 30, 2.0 mi. NE. of high timbered 

peak on S. side of Weber River, 0.2 mi. S. of river, 10 ft. S. of rd., 

200 ft. S. of large dark rock, on N. side of wagon rd.; standard iron 

post with bronze cap stamped "7607 S LAK EVAN"__________ 7, 609. 205

T. 1 N., R. 8 E., sec. 21, 50 ft. W. of bridge over river, at old bridge 

and ford on Larrabee ranch, 0.5 mi. S. of Larrabee dwelling and 

log barn, about 150 yd. NE. of small lake, on rd. SW. of river, in 

rock; standard tablet stamped "7682 EVAN"_____________.___ 7,684.083

" This post was removed July 30, 1936, when V. S. Seward established the benchmark described In th& 

following entry.
32 SPIKIT LEVELI2STG IN UTAH, 1897-1938

T. 1 N., R. 8 E., sec. 23, 100 ft. N. of old sawmill site at foot of divide, 

about 3 mi. W. of Summit Pass over Uinta Mtns., at junction of rd. 

to Holiday Park; standard iron post with bronze cap stamped "7855 *'««< 

EVAN"__.._________ __-----____ -.----- ----___- 7,857.438

From Francis southeast along approximate route of present State Highway 35 

and South Fork-Soapstone Basin road into Hayden Peak quadrangle (by E. 

W. Glafcke in 1900)

Woodland, 1.3 mi. SE. of, on E. side sec. 12, T. 3 S., R. 6 E., 250 ft. 

N. of bridge over Provo River, 30 ft. SW. of rd.; standard iron 

post with bronze cap stamped "6804 S LAK"__________________ 6,806.284

Woodland, 4.3 mi. SE. of, in sec. 15, T. 3 S., R. 7 E., in Pine Valley, 

250 ft. NW. of dwelling of R. L. Jones, in NE. angle of junction of 

South Fork rd., 300 ft. E. of river; standard iron post with bronze 

cap stamped "7129 S LAK"__.___...________________________ 7, 130. 835

T. 3 S., R. 7 E., sec. 24, 0.5 mi. SE. of Orr ranch, at rd. fork at base of 

grade; standard iron post with bronze cap stamped "7522 S 

LAK".___________-__________-_________.__-____----.--___.__ 7,524. 156

T. 3 S., R. 8 E., NEJ4 sec. 29 (unsurveyed township), at divide between South Fork and Soapstone Basin, 70 ft. S. of rd., in large 

sandstone boulder; standard iron post with bronze cap stamped 

"9285 S LAK"_____-_-___---____________ ________________ 9,287.093

From Park City east along road by way of Deer Valley to east end of Ontario 

drain tunnel (by E. W. Glafcke in 1901; leveled twice) "

Park City, 1.5 mi. E. of, on divide at county line between Summit and 

Wasatch counties, 50 ft. S. of rd.; standard iron post with bronze 

cap stamped "7310 S LAK" (originally, "7321").._____________ 7, 312. 058

Park City, 3.4 mi. SE. of, at E. end of Ontario drain tunnel, at SE. 

corner of fence around dwelling, in large granite boulder; standard 

tablet stamped "6296 S LAK"__________.________'____________ 6,287.082

Park City, 3.0 mi. E. of, on Park City-Hailstone rd., on W. side NWJ4 

sec. 24, T. 2. S., R. 4 E., 500 yd. E. of rd. entry to canyon, on E. 

slope of divide between old and new trails; standard iron post with 

bronze cap stamped "6709 S LAK"_______________.._______.___ 6,700.340

From east end of Ontario drain tunnel south about 1 mile to mouth of Glencoe 

Canyon, thence northwest along McHenry Canyon road 0.9 mile (by E. W. 

Glafcke in 1901; unchecked spur line) 18

T. 2 S., R. 4 E., near NE. cor. sec. 26, 2.5 mi. SE. of Park City, at 

junction of McHenry Canyon and Pocatello Gulch, 100 ft. E. of rd. 

fork, on S. side of rd.; standard iron post with bronze cap stamped 

"6750S LAK". ___________________________________________ 6, 741. 356

u This line was omitted from Bulletins 489 and 566.
SPIRIT LEVELING IN UTAH, 1897-1938 33

CONFUSION RAJSTGE QUADRAJSTGU3

[Latitude 39°00'-39°30'; longitude 113°30'-114°00'] 

MIIIARD COUNTY

From Callao quadrangle at point 3.5 miles northeast of Gandy south along road 

by way of Smithville to Simonson ranch, thence northeast by way of Cowboy 

Pass into Antelope Mountain quadrangle near Tule Spring (by T. A. Green 

in 1908)

Gandy, 2.4 mi. SE. of, 35 ft. W. of rd., 1,175 ft. N. of junction of rd. Fett 

E., in rock; aluminum tablet stamped "4949"-_---__--_---______ 4, 951. 688

Smithville, 1,260 ft. SW. of abandoned post office, ,100 ft. S. of rd., 

40 ft. W. of gate to ranch house of George Bishop, in rock; aluminum 

tablet stamped "4881"...__._-_.._..__.__.____..._.________ 4, 885. 001

Smithville, 6.2 mi. S. of, 3.8 mi. N. of Simonson ranch, 20 ft. W. of 

rd., 270 ft. S. of point where rd. crosses sand dunes, in marble rock; 

aluminum tablet stamped "4889" (recovered by.U. S. C. & G. S. in 

1934) ______________________________________________________ 4,892.369

Simonson ranch, 300 ft. NE. of, at NW.. corner of field fence, in rock; 

aluminum tablet stamped "4956"_______________________________ 4, 959. 768

Simonson ranch, 6.2 mi. NE. of, 10.6 mi. SW. of Cowboy Pass, 15.ft.

S. of rd.; standard iron post with bronze cap stamped "4867"_____ 4, 870. 572

Cowboy Pass, 4.6 mi. SW. of, 40 ft. S. of rd., in rock; aluminum

tablet stamped "5162"(recovered in 1936). __.._...._'____._.____ 5, 165. 436

Cowboy Pass, 10 ft. W. of divide, 50 ft. N. of rd., in limestone outcrop; aluminum tablet stamped "5707" (recovered in 1936)---.-- 5,718. 335

Cowboy Pass, 6.1 mi. NE. of, 6.1 mi. SW. of Tule Spring, 15 ft. S. of 

rd., in limestone rock, beside rock monument; aluminum tablet 

stamped "4841" (recovered in 1936)_._.________..._____._.____ 4,852. 185

Tule Spring, 15 ft. E. of N. spring, 20 ft. N. of rd..; standard iron post

with bronze cap stamped "4411" (recovered in 1936)_.__________ 4, 422. 210

From Tule Spring northwest along road by way of Indian Pass and Bishop 

Spring to Gandy (by T. A. Green in 1908)

Tule Spring, 6.2 mi. NW. of, 20 ft. N. of rd.; standard iron post with

bronze cap stamped "4735"___________'__I____--_______________ 4, 746. 005

Bishop Spring, S.5 mi. SE. of, 50 ft. N. of rd. fork at summit- of 

Indian Pass divide, 4.0 ft. E. of divide, in limestone rock; aluminum 

tablet stamped "5963" -_._ _ '.________ _...._. -_._. 5, 973. 901

Bishop Spring, 3.2 mi. SE. of, 5.3 mi. SE. of'Foote ranch, at point 

where rd. makes sharp bend to NW.. on S. end of small ridge, in 

limestone outcrop; aluminum tablet stamped "5176"__-----_____ 5, 186. 865

Foote ranch, 0.8 mi. NW. of, 300 ft. W. of junction of dim rd. N.,

on N. side of rd.; standard iron post with bronze cap stamped , 

"4819"-_-----_________--.___.________ _ _ _______ ___ 4, 828. 487-

Foote ranch, 4.6 mi. NW. of, 5 ft. N. of rd., at SE. corner of fence 

around Conkling ranch; standard iron post with bronze cap 

stamped "4826"_____ _-_ _____: -_ _____ _-.. _ 4, 836. 521

From Bishop Spring southeast along road to Cowboy Pass (by T. A-. Green in 

1908)

Bishop Spring, 6.1 mi. SE. of, 70 ft. E, of junction of rd. W. to Smithville, 10 ft. S. of rd., in rock; aluminum tablet stamped "4962"____ 4, 972. 850.
34 SPIRIT LEVELING I3ST UTAH, 1897-1938

From State Highway 27 at point about 9 miles east of Cowboy Pass northeast

along road to Tule Spring (by V. S. Seward in 1936) peet

U. S. C. & G. S. standard disk stamped "F 74 1934"___..____..._ 4, 696. 756 

Tule Spring, 3.5 mi. SW. of, 1.1 mi. NE. of junction of State Highway

27 and rd. to Tule Spring, 30 ft. W. of rd., on boulder set in place;

chiseled square._____________________________________________ 4, 560. 03

Tule Spring, 2.7 mi. SW. of, 50 ft. S. of junction of Y-rd., 175 ft.

NE. of stream crossing, 30 ft. E. of stream, in boulder set in place;

standard tablet stamped "VS 34 1936"____-_________________ 4, 469. 805

Reference mark, 177 ft. N. of tablet, 30 ft. W. of rd., on boulder set

in place; chiseled square.___________-_---___l________________ 4, 468. 28

Tule Spring, 1.7 mi. SW. of, 20 ft. E. of rd., on boulder set in place;

chiseled square._____________________________________________ 4, 435. 54

Tule Spring, 163 ft. SW. of previously described benchmark stamped

"4411," 50 ft. W. of rd., 30 ft. E. of border of tules, in boulder set

in place; standard tablet stamped "VS 33 1936"____________ 4,422. 231

CORINNE QUADRANGLE

(Latitude 41°30'-42°00'; longitude 112°00'-112°30'] 

CACHE AND BOX EIDER COUNTIES

From Promontory Point quadrangle north and northwest along Union Pacific 

Railroad to Corinne, thence northwest along Southern Pacific Railroad 

to point 3 miles northwest of Connor station (by £. E. Harris in 1923)

U. S. C. & G. S. standard disk stamped "4309.092 J 9"_.________ 4, 309. 092

Reference mark, 100 ft. N. of disk, on NW. corner of curbing of sta..

garden; bottom of square hole._______________________________ 4, 308. 85

Brigham, in front of sta.; top of rail.____________________________ 4, 307. 4

U. S. C. & G. S. B. M. designated "R"____---__--____________-__ 4, 295. 155

Brigham, 0.8 mi. N. of, at R. R. junction, in NE. angle of grade 

crossing, on base of concrete foundation of semaphore 21-9; bottom 

of square hole_______________________________________________ 4, 281. 40

Brigham, 2.5 mi. NW. of, 3.1 mi. SE. of Corinne, 60 ft. S. and 35 ft. 

W. from highway crossing, in concrete post; standard tablet stamped 

"1923 H 31" (recovered by U. S. C. & G. S. in 1934)____._______ 4, 223. 335

Corinne, 1.9 mi. SE. of, 500 ft. E. of milepost 4, in SE. angle of rd. 

junction, on N. side of track, on top of concrete wall of culvert; 

bottom of square hole____---_--_-____----__-__-_____-_-__-___ 4, 227. 48

Corinne, 1.3 mi. SE. of, in SE. angle of grade crossing, on top of concrete wall of culvert; bottom of square hole.____________________ 4, 228. 40

Corinnej 0.8 mi. SE. of, on S. end of E. abutment of trestle over Bear

River; bottom of .square hole__--________--_--__-_____________- 4, 224. 69

Bear River, under trestle; surface of water June 28, 1923___-_--__-_ 4, 212. 0 

Corinne, in front of sta.; top of raiL_____________________________ 4, 230. 7

U. S. C. & G. S. B. M. designated "N 9" ___'______.__________ __ 4, 229. 099

Corinne, in SE. angle of rd. crossing just W. of sta., in fence corner, 

3 ft. from each fence, in concrete post; standard tablet stamped 

"1923 H 32"____________----------_-------------_---------- 4, 229. 478

Corinne, 1.1 mi. NW. of, 370 ft. S. of track, at milepost 800, on E. 

side of highway, on top of concrete wall of culvert; bottom of square 

hole.____-_-_.________________________________ -__ 4, 235. 60

Corinne, 2.2 mi. NW. of, 1.1 mi. SE. of Stokes, on S. side of track, in

 E. end of S. guard rail of trestle 798-C; top of iron bolt.... 4,238. 91
CORINNE QUADRANGLE 35

Stokes, 0.5 mi. SE. of, 1,150 ft. E. of milepost 798, on S. side of track, Feet 

on top of concrete wall of culvert 798-B; bottom of square hole.- 4, 234. 22

Stokes, 550 ft. E. of sta., in SW. angle of grade crossing, in fence corner, 3 ft. from each fence, in concrete post; standard tablet stamped 

"1923 H 33"_-_---__--_--__----_---_--------------._---__-_ 4,238. 944

Stokes,, in front of sta. sign; top of rail.__________________________ 4, 242. 6

Dathol, 630 ft. E. of, in SE. angle of grade crossing, 5 ft. N. of rightof-way fence, in concrete post; standard tablet stamped "1923 H 

34"-__-_-__________-___ _-- __- __---____-___-.____-_-_- 4,243. 773

Reference mark, 26 ft. S.70°W. of tablet, on top of NE. wing wall of

small bridge; bottom of square hole_-_-_-----_---_-_----------- 4, 244. 68

Dathol, in front of sta. sign; top of rail______.__ __________________ 4, 248. 2

Dathol, 1.1 mi. NW. of, 1.6 mi. SE. of Balfour, 160 ft. E. of milepost

795, in SE. corner of trestle 795-A; top of iron bolt._____________ 4, 245. 59

Balfour, 0.8 mi. SE. of, 1,100 ft. E. of milepost 794, on N. side of

track, on top of stone culvert 794-A; bottom of square hole.-----. 4, 234. 71

Balfour, in front of sta. sign; top of rail._______ __________________ 4, 247. 3

U. S. C. & G. S. iron post with standard cap designated "Q 9" and

stamped "4246.350".._______________________________________ 4, 246. 350

Balfour, 1.6 mi. N W. of, 350 ft. W. of milepost 792, on S. side of track,

on top of stone wall of culvert 791-C; bottom of square hole------ 4, 223. 08

U. S. C. & G. S. B. M. designated "R 9"__...._....._._..._..... 4, 231. 750

Balfour, 2.8 mi. NW. of, 2.3 mi. SE. of Connor sta., on N. side of 

track, in valley, in angle of and 1 ft. N. of right-of-way fence, in 

concrete post; standard tablet stamped "1923 H 35"__._----.- 4, 222. 872

Connor sta., just E. of, in SW. angle of grade crossing, 3 ft. S. of signal,

in concrete post; standard tablet stamped "1923 H 36"_________ 4, 232. 416

Connor sta., in front of sign; top of rail._________________________ 4, 235. 3

Connor sta., 120 ft. W. of, on S. side of track, on red stone post;

chiseled square 20 ..___________________________________________ 4, 234. 63

U. S. C. & G. S. iron post with standard cap, designated "T 9" and

stamped "4250.694".._.....__...___..._........___...._..__. 4, 250. 694

From point on Southern Pacific Railroad near Stokes south along road into 

Promontory Point quadrangle (by E. E. Harris in 1923)

Stokes, 1.1 mi. S. of, near SE. cor. sec. 33, T. 10 N., R. 3 W., in NW. 

angle of crossroads, inside fence line, in root on E. side of 12-in. 

poplar tree; copper nail and washer.___________________________ 4, 236. 74

Stokes, 2.2 mi. S. of, near NW. cor. sec. 10, T. 9 N., R. 3 W., in SE; 

angle of junction of T-rd. E., in fence corner, 3 ft. from each fence, 

in top of concrete post; standard tablet stamped "1923 H 37"-.--- 4, 224. 934

Reference mark, 34 ft. N.80°E. of tablet, in root on N. side of 12-in.

poplar tree; copper nail and washer.___________________________ 4, 225. 85

Stokes, 3.6 mi. S. of, in sec. 16, T. 9 N., R. 3 W., on W. side of rd., in

SW. corner of box culvert; copper nail and washer__--__-______._ 4, 224. 36

Stokes, 4.0 mi. S. of, in sec. 15, T. 9 N., R. 3 W., in Y-rd. junction, in 

center of top of NE. concrete wing wall of small bridge over irrigation canal; bottom of square hole----__----_---_--_-__-_----__- 4, 227. 00

»° U. S. O. & G. S. B. M. designated "S 9," elevation 4,235.005 ft., was originally on this post, but the 

top of the post has worn off.
36 SPIRIT LEVELING IN UTAH, 1897-1938

From Brigham west along roads to point near Bear River, thence southwest, 

into Promontory Point quadrangle (by E. E. Harris in 1923)

Brigham, 0.8 mi. W. of sta., near W. city limits, at jog in E.-W. rd.,

in NE. angle of junction of N.-S. rd., in root on S. side of 18-in. i'eet 

poplar tree; copper nail and washer.___________________________ 4, 235. 56

Brigham, 2.5 mi. W. of, on N. side ofrd., in center of top of NE. wing 

wall of bridge over Box Elder Creek; bottom of square hole_______ 4, 216. 16

Brigham, 3.1 mi. W. of, in sec. 21, T. 9 N., R. 2 W., 1.8 mi. SE. of 

Hitter Bridge over Bear River, in NE. angle of junction of T-rd. N., 

in fence corner, 3 ft. from each fence, in concrete post; standard 

tablet stamped "1923 H 40"___.__._.__._________.._______.___ 4, 217. 656

Reference mark, 25 ft. S. of tablet, in E. end of box culvert; copper nail

and washer.________________________________________________ 4, 216. 94

Ritter Bridge, 100 ft. SE. of, in sec. 18, T. 9.N., R. 2 W., on S. side of 

rd., on E. bank of overflow channel of Bear River, in root on N. side 

of 15-in. cottonwood tree; copper nail and washer___.___________ 4, 213. 81

Ritter Bridge, 0.5 mi. S. of, near N% cor. sec. 19, T. 9 N., R. 2 W., 

NW. of sharp turn in rd., in fence corner and 4 ft. from each fence, 

in concrete post; standard tablet stamped "1923 H 41"__._.___ 4, 210. 902

From Connor station south along dim road 6 miles (by E. E. Harris in 1923; 

double-run spur line)

Connor sta., 2.8 mi. S. of, in sec. 19, T. 10 N., R. 4 W., about 300 ft. 

W. of rd., in center of small knoll, in concrete post; standard tablet 

stamped "1923 H 42"._.._1_.__..___ __.-___-._._..____.__. 4, 220. 017

Connor sta., 6.3 rni. S. of, in sec. 7, T. 9 N., R 4 W., on S. end of low 

grassy knoll, in concrete post; standard tablet stamped "1923 H43"_ 4, 214. 315

DELANO PEAK NO. 1 QUADRANGLE

[Latitude 38°15'-38°30'; longitude 112°00'-112°15'] 

PITJTE COUNTY

From Delano Peak No. 4 quadrangle north along U. S. Highway 89 to Marysvale, 

thence northwest into Delano Peak No. 2 quadrangle (by E. E. Harris in 

1931)

Junction, 73 ft. E. of Piute County courthouse, 2 ft. W. of fence, 10

ft. S. of center line of sidewalk, in concrete post; standard tablet

stamped "1931 H 77 6001"___.____...__'_..__..__...___._____ 6, 000. 808 

Reference mark, 115 ft. SE. of tablet, at Roys service sta., on S.

end of concrete base of gasoline pumps; chiseled square,________ 5, 999. 44

Junction, 250 ft. NE. of, 44 ft. E. of center line of highway, 16 ft. S.

of junction of T-rd. E., in SE. wing wall of head gate of canal;

standard tablet stamped "1931 H 78 6002".__^._...__ r __-_.___ 6, 001. 943 

Junction, 1.0 mi. N. of, on E. side of rd., 400 ft. S. of farmhouse, just

S. of corner of fence, in center of concrete head wall of culvert;

chiseled square-_--___---_--__---_---__----------_- --_------- 6, 049. 54

Junction, 2.2 mi. N. of, on E. side of highway, 900 ft. S. of power line

crossing, in center of concrete head wall of culvert; chiseled square. _ 6, 035. 93 

Junction, 3.2 mi. N. of, 36 ft. E. of center .line of highway, in boulder;

standard tablet stamped "1931 H 79 6031"_.---_...... .._..____ 6, 030. 575

Reference mark, 490 ft. S. of tablet, in center of E. concrete head wall

of culvert; chiseled square.___________________----_.----------- 6, 032. 02
DELANO PEAK NO. 1 QUADRANGLE 37

Junction, 4.0 mi. N. of, on E. side of highway at summit of grade, at

junction of rd. to gravel pit, in center of concrete head wall of culvert; -F««< 

chiseled square._____________________________________________ 6, 064. 59

Junction, 4.9 mi. N. of, on E. side of highway, in dip west of Piute

Reservoir, in center of concrete head wall of culvert; chiseled square. 6, 010. 84

Junction, 5.5 mi. N. of, due W. of N. end of Piute Reservoir, on E. side 

of highway, in center of concrete head wall of culvert; chiseled 

square........_-__--_-______--__---___-____--...__.._-...__ 6,066. 99

Junction, 6.0 mi. N. of, 9.2 mi. S. of Marysvale, 17 ft. E. of center line 

of highway, N. of concrete culvert, in large boulder; standard tablet 

stamped "1931 H 80 6101"..________________________________ 6, 100.. 565

Reference mark, 40 ft. SW. of tablet, near S. end of concrete head wall

of large culvert; chiseled square.----..... _-,-_.._____'_______'____ 6, 102. 48

Marysvale, 8.3 mi. S. of, on E. side of highway, 85 ft. N. of junction 

of T-rd. E. to dam, in center of concrete head wall of culvert; 

chiseled square._____________________________________________ 6, 215. 19

Marysvale, 7.4 mi. S. of, on E. side of highway, in center of concrete

head wall of culvert; chiseled square.--__-_-_-_______.____.--__ 6, 200. 84

Marysvale, 6.5 mi. S. of, on W. side of highway, near SW. angle of 

junction of rd. W. to gravel pit, in center of concrete head wall of 

culvert; chiseled square__ ...............................^... 6, 163! 85

Marysvale, 6.0 mi. S. of, 31 ft. W. of center line of highway, on N. 

bank of drain, in large boulder; standard tablet stamped "1931 H 81 

6161"___-________--___--______-----_-_-_________-____-__--- 6, 160.368

Reference mark, 80 ft. SE. of tablet, in milepost 6; spike...._....____ 6, 159. 89

Marysvale, 5.1 mi. S. of, on E. side of highway, in center of concrete

head wall of culvert; chiseled square. .......................... 6, 196. 66

Marysvale, 4.1 mi. S. of, on W. side of highway, 520 ft. S. of junction 

of rd. to Deer Trail Gold Mine, in center of concrete head wall of 

culvert; chiseled square....___________________________________ 6, 130. 17

Marysvale, 3.2 mi. S. of, on E. side of highway, just N. of ranch house,

in center of concrete head wall of culvert; chiseled square 21 -_--__- 6, 025. 09

Marysvale, 2.4 mi. S. of, 650 ft. N. of junction of rd. W. to ranch house, . 

13 ft. E. of center line of highway, in center of concrete head wall of 

culvert; standard tablet stamped "1931 H 82" 21 __.____________ 6, 066. 273

Marysvale, 1.6 mi. S. of, on W. side of curve in highway, in center of

concrete head wall of culvert; chiseled square..._______-____--_-.- 6, 030. 16

Marysvale, 0.7 mi. S. of, on E. side of highway, 250 ft. S. of sign reading 

"Entering Marysvale," in center of concrete head wall of culvert; 

chiseled square.--_-___________l-_--._-___________-_______-^_ 5, 940. 03

Marysvale, in front yard of New Grand Hotel, '31 ft. S. of center line 

of rd., 100 ft. W. of highway, 1 ft. S. and 21 ft. E. from angle post in 

yard fence, 43 ft. E. of center line of walk, in concrete post; standard 

tablet stamped "1931 H 83 5866".___________________________ 5, 866. 018

Reference mark, 90 ft. NE. of tablet, near SE. corner of concrete walk

at Scenic Hi-way sta.; chiseled square.__________________________ 5, 863. 21

Marysvale, 0.8 mi. N. of, on E. side of highway, on W. side of triangle 

formed by junction of private rd. E., in center of concrete head wall 

of culvert; chiseled square..... __________________ .............. 5, 906. 39

Marysvale, 1.6 mi. N. of, on E. side of highway, in center at base of

parapet wall of concrete bridge over wash; chiseled square...--... 5, 850. 75

'i Tn February 1938 this benchmark was reported destroyed.
38 SPIRIT LEVELING 12* UTAH, 1897-1938

Marysvale, 2.5 mi.' N. of, on W. side of curve in highway, 200 ft. S. of

crossing of old R. R. track, on large boulder 4 ft. lower than road Feftlevel; chiseled square 23 __-______--__-_----------__-----__-____ 5, 813. 34

Marysvale, 3.4 mi. N. of, 111 ft. E. of curve in highway, 19 ft. SW. of 

bank of Sevier River, in large boulder; standard tablet stamped 

"1931 H 84 5803" 24 _ ____________1__._______________________ 5, 802. 396

Marysvale, 3.4 mi. N. of, 200 ft. SW. of highway, 160 ft. SW. of Telluride Power Co. pole 477, 19 ft. SW. of W. bank of old channel of 

Sevier River; standard tablet stamped "1931 H 84 5803". _______ 5, 802. 396

Reference mark, 120 ft. N. of original location of tablet, on large

boulder; chiseled square._____________________________________ 5, 805. 04

Marysvale, 4.4 mi. NW. of, 100 ft. E. of center line of highway, 80 ft. 

N. of old foot bridge over Sevier River, in root on S. side of 8-in. 

cottomvood tree; copper nail and washer________________________ 5, 800. 55

DELANO PEAK NO. 2 QUADRANGLE

[Latitude 38°15'-38°30'; longitude 112°15'-112°30'] 

PIUTE AND BEAVER COUNTIES

From Minersville No. 1 quadrangle at point east of Indian Creek ranger 

station northeast along roads and trails by way of Wildcat Pass into Sevier 

quadrangle near junction of Picnic and Fish Creeks (by S. S. Evans in 1938)

Indian Creek ranger sta., 1.0 mi. E. of, on rd. to old sawmill, 49 ft. N. 

of center line of road., in aspen thicket, SW. of small draw, on 

boulder in place; chiseled square-____________________________ 7, 734. 64

Indian Creek ranger sta., 1.9 mi. NE. of, 400 ft. N. of old sawmill, 100 

ft. SW. of spring, 10 ft. NW. of center line of rd., in large boulder; 

standard tablet stamped "6 E 1936"____-____-________________ 7, 874. 791

Reference mark, 94 ft. SW. of tablet, 30 ft. W. of rd., in root on W. side

of 20-in. aspen tree; copper nail and washer_____________________ 7, 871. 22

Indian Creek ranger sta., 2.9 mi. NE. of, on trail to Fish Creek, at 

junction of trail and old woods rd. NW., 16 ft. W. of trail, 5 ft. NE. 

of center line of rd., on rock in place; chiseled square._____________ 8, 270. 77

Indian Creek ranger sta., 3.7 mi. along trail NE. of, at crossing of 

power line, 38 ft. NW. of pole 225, 27 ft. NW. of trail, in root on E. 

side of 24-in. yellow pine tree; copper nail and washer,__________ 8, 642. 44

Indian Creek ranger sta., 4.2 mi. NE. of, at power line crossing on 

summit, 43 ft. NW. of pole 232, 9 ft. E. of trail, 15 ft. NE. of U. S. 

Forest Service sign reading "Wildcat Pass," in concrete post; standard tablet stamped "7 E 1936"_-----------------------__--_- 9, 287. 132

Reference mark, 59 ft. WSW. of tablet, in root on N. side of 18-in.

fir tree; copper nail and washer.______________________________ 9, 283. 14

Indian Creek ranger sta., 5.2 mi. NE. of, 14 ft. SE. of trail, 50 ft. W. 

of junction of two small creeks, on large boulder in place; chiseled 

square. ____________________________________________________ 8, 4.01. 56

Indian Creek ranger sta., 6.2 mi. NE. of, about 100 ft. NE. of point 

where trail crosses small creek, 12 ft. N. of creek, 4 ft. S. of trail, in 

flat boulder in place; standard tablet stamped "8 E 1936"______ 7, 796. 627

Reference mark, 55 ft. W. of tablet, on S. side of trail, in root on N. 

side of 24-in. yellow pine tree; copper nail and washer.__________ 7, 799. 39

23 In February 1938 this benchmark was reported destroyed.

» This tablet was reported reset. Its present site is given In the following entry.
DELANO PEAK NO. 2 QUADRANGLE 39

Indian Creek ranger sta., 7.1 mi. NE. of, about 300 ft. N. of junction of

Picnic and Trail Creeks, 40 ft. NE. of trail, in. root on NW. side of Feet 

20-in. spruce tree; copper nail and washer._____________________ 7, 541. 34

Indian Creek ranger sta., 8.0 mi. NE. of, at junction of Picnic Creek 

and Line Canyon, about 250 ft. SE. of power company cabin, 75 

ft. W. of Picnic Creek, on low ridge, in boulder in place; standard 

tablet stamped "9 E 1936"._________________________________ 7, 411. 913

Reference mark, 60 ft. N. of tablet, on boulder in place; chiseled square. 7, 407. 48

Indian Creek ranger sta., 9.0 mi. NE. of, 150 ft. W. of junction of 

Picnic and Fish Creeks, 44 ft. E. of center line of rd., 110 ft. NE. 

of U. S. Forest Service sign, on rock in place; chiseled square.---.. 7, 160. 11

From Marysvale southwest along road and trail in Bullion Canyon to summit 

of trail, thence south to State Highway 21 at point 3.5 miles west of Tushar . 

ranger station (by 8. S. Evans in 1936)

U. S. C. & G. S. standard disk stamped "U 37 1934". ____________ 5, 827. 095

Reference mark, 62 ft. SE. of disk, in top of N. retaining-wall post

between two spans of bridge 132-A; copper nail and washer___.._ 5, 826. 88

Marysvale, 1.0 mi. SW. of, at T-angle in fence, 23 ft. SE. of center 

line of rd., about 50 ft. NW. of NW. corner of small frame house, 

on rock buried in ground; chiseled square.-_____________________ 6, 044. 84

Marysvale, 2.0 mi. SW. of, 200 ft. SW. of junction of rd. to ranch 

house, 19 ft. S. of center line of rd., in concrete post; standard tablet 

stamped "13 E 1936"__________-_____-____-_-______-_--___~ 6, 251. 194

Reference mark, 117 ft. E. of tablet, 40 ft. S. of center line of rd., on 

rock in place; chiseled square.--___________-_______-___---__-- 6, 240. 44

Marysvale, 2.9 mi. SW. of, 60 ft. NE. of NE. corner of ranch house, 

60 ft. W. of junction of rd. S., 19 ft. S. of center line of rd., on boulder 

in place; chiseled square____ _.._____________-__-_-----_---_ 6, 464. 92

Marysvale, 3.8 mi. SW. of, about 350 ft. E. of square concrete water 

tank, 29 ft. S. of center line of rd., in concrete post; standard tablet 

stamped "14 E 1936"---------,--------------------------- 6, 684. 228

Reference mark, 100 ft. E. of tablet, 30 ft. S. of center line of rd., on 

boulder in place; chiseled square._____-____.._-___--_____--___- 6, 678. 77

Marysvale, 4.8 mi. SW. of, 22 ft. SW. of center line of rd., 15 ft. NE. 

of creek, in root on N. side of 36-in. fir tree; copper nail and washer. 7, 099. 10

Marysvale, 5.7 mi. SW. of, 0.2 mi. NE. of old Utah Lead Co. mill, on 

summit of hill, 13 ft. NW. of center line of bend in rd., in boulder 

in place; standard tablet stamped "15 E 1936"___ ----------- 7, 667. 563

Reference mark, 124 ft. SW. of tablet, 12 ft. SE. of center line of rd., on

boulder in place; chiseled square-------.--.--------.--------..-- 7,654.70

Marysvale, 6.6 mi. SW. of, at W. end of Bully Boy Flat, about 400 

ft. W. of cabin, 35 ft. N. of center line of rd., on large flat boulder; 

chiseled square.____-___________________---_-___-_^_--------- 7, 945. 22

Marysvale, 7.6 mi. SW. of, 41 ft. S. of creek crossing above falls, 10 

ft. SE. of trail, in rock outcrop; standard tablet stamped "16 E 

1936"-_--__.._......__.-_._-..._...-_.---...-.-_-.--.-_-_.._ 8,790. 773

Reference mark, 22 ft. E. of tablet, on rock outcrop; chiseled square. 8, 782. 03

Marysvale, 8.5 mi. SW. of, 5 ft. N. of trail, 150 ft. N. of U. S. Forest 

Service administrative camp site, on boulder in place; chiseled 

square.___--_--_______________._______'-___..____-____---__-_ 8, 971. 29

Marysvale, 9.5 mi. SW. of, 18 ft. SW. of trail, about 300 ft. W. of 

junction of Pine Creek and creek NW., in rock outcrop; standard 

tablet stamped "17 E 1936"_--___-_-___-_-__---------------- 9,700. 330

Reference mark, 16 ft. SW. of tablet, on rock outcrop; chiseled square. 9, 701. 46
40 SPIRIT LEVELING IN UTAH, 1897-1938

Marysvale, 10.5 mi. SW. of, at W. end of opening on low ridge, feet 

40 ft. S. of trail, on boulder in place; chiseled square.____________ 10, 328. 32

Marysvale, 11.2 mi. SW. of, 270 ft. SE. of NE. corner of Bullion 

ranger sta. pasture, 17 ft. W. of trail, in boulder in place; standard 

tablet stamped "18 E 1936".......-_-_..--_ -_---..-i-.._. 10, 690. 441

Reference mark, 282 ft. NW. of tablet, 68 ft. NE. of NE. corner of

pasture, on boulder in place; chiseled square.__________-_--.___ 10, 694. 64

Marysvale, 11.8 mi. SW. of, 2.5 mi. W., thence 10.1 mi. N. from Tushar 

ranger sta., about 350 ft. SW. of junction of trail up Bullion Canyon 

and trail N. from Tushar ranger sta., 10 ft. N. of trail, in root on E. 

 side of-48-in. twin fir tree; copper nail and washer_______._ _____ 10, 930. 84

Tushar ranger sta., 2.5 mi. W., thence 9.5 mi. N. from, 57 ft. NNW. 

of trail signpost at summit of trail N. from ranger sta., in root of 

scrub pine tree; copper nail and washer.______________________ 11, 145. 74

Reference mark, 27 ft. E. of trail sign post at summit of trail, in root 

of scrub pine tree; copper nail and washer____-________________ 11, 149. 86

Tushar ranger sta., 2.5 mi. W., thence 9.0 mi. N. from, at S. end of 

saddle between Bullion Canyon and North Creek, 16 ft. E. of trail, 

in large rock outcrop; standard tablet stamped "23 E 1936"--.-._ 11, 227. 318

Reference mark, 27 ft. S. of tablet, 8 ft. E. of trail, on rock outcrop;

chiseled square-.-------------------------.----------------- 11, 235. 71

Tushar ranger sta., 2.5 mi. W., thence 8.6 mi. N. from, 104 ft. NE. 

of pole on summit where telephone line crosses, 69 ft. E. of first pole 

N. of summit, on rock outcro'p; chiseled square._______________ 11,355.22

Tushar ranger sta., 2.5 mi. W., thence 7.8 mi. N. from, 22 ft. NE. of

trail, in boulder in place; standard tablet stamped "22 E 1936"._ 10, 806. 248

Reference mark, 73 ft. W. of tablet, 26 ft. SW. of trail, on boulder in 

place; chiseled square..---_----___--________.__.-_-__ _______ 10, 806. 57

Tushar ranger sta., 2.5 mi. W., thence 6.8 mi, N. from, 13 ft. W. of

trail, in root on W. side of 18-in. fir tree; copper nail and washer. _ 10, 455. 15

Tushar ranger sta., 2.5 mi. W., thence 5.8 mi. N. from, on E. edge of 

opening S. of sawmill, 400 ft. E. of center line of rd. to Mount 

Belknap a'nd Delano Peak, in large boulder in place; standard tablet 

stamped "21 E 1936"_.----...__..._........_..._._._._..._ 10, 173. 326

Reference mark, 65 ft. S. of tablet, on boulder in place; chiseled 

square__-__---------_-----------_-_-_....___.__.--.---_... 10, 169. 39

.Tushar ranger sta., 2.5 mi. W., thence 4.9 mi. N. from, on S. end of 

Big John Flat, 100 ft. S. of summit and 47 ft. SW. of center line of 

rd., in root on E. side of 24-in. fir tree; copper nail and washer. ---___ 9, 953. 61

Tushar ranger sta., 2.5 mi. W., thence 3.8 mi. N. from, 14 ft. E. of 

center line of rd., in boulder in place; standard tablet stamped 

"20 E 1936"____ _- _--- ---____--_-_______-_-_------._--- 9, 438. 710

Reference mark, 68 ft. N. of tablet, 13 ft. E. of center line of rd., in

root on E. side of 24-in. fir tree; copper nail and washer. _ ___._-_.__. 9, 443. 96

Tushar ranger sta., 2.5 mi. W., thence 2.8 mi. N. from, 100 ft. NE. of 

rd. fork, 30 ft. E. of new rd., 16 ft. W. of old rd., in root on W. side 

of 20-in. fir tree; copper nail and washer. __--_-------_----__--___ 9, 112. 14

Tushar ranger sta., 2.5 mi. W., thence 0.8 mi. N. from, 15 ft. SE. of 

center line of rd., in conglomerate rock in place; standard tablet 

stamped "19 E 1936".---..-------------------------------- 8, 712. 290

Tushar ranger sta., 2.5 mi. W.. thence 0.8 mi. N. from, about 400 ft. 

NE. of bridge over W. fork of Merchant Creek, 16 ft, SE. of center 

li ne of rd., on boulder in place; chiseled square. ___________________ 8, 514. 42

U. S. C.' & G. S. standard disk stamped "P 231 1935"_ ....__.. i __ 8, 366. 453
DELANO PEAK NO. 3 QUADRANGLE 41

Reference mark, 193 ft. NE. of disk, 70 ft. SE. of center line of rd., on Feet 

boulder in place; chiseled square..-..--------- ------------------ 8, 370. 98

U.S. C.&G.S. standard disk stamped "Q 231 1935"............._ 8,570. 363

Reference mark, 145 ft. W. of disk, 9 ft. N. of center line of rd., on rock

outcrop; chiseled square.-__._____--_.-__--___---__---.------- 8; 566. 29

DELANO PEAK NO. 3 QUADRANGLE

[Latitude 38°00'-38°15'; longitude 112°15'-112°30'] 

IRON, BEAVEE, GARFIEID, AND PIUTE COUNTIES

From Adams Head quadrangle along IT. S. Highway 89 northeast to Circleville, 

thence north and east into Delano Peak No. 4 quadrangle (by E. E. Harris 

in 1931)

Spry post office, 0.5 mi.' S. of, on W. side of highway, just N. of cut, .

. on corrugated drain pipe; chiseled square_______________________ 6, 370. 60

Spry post office, in front of; center of highway. _._______________._.. 6, 350. 3

Spry, 0.3 mi. NE. of, on SE. side of highway, at point of mountain, in

centerof concrete head wall of culvert; chiseled square...----._-_-_ 6, 331. 20

Spry, 1.1 mi. NE. of, 23 ft. W. of center line of highway, 4 ft. above 

road level, in sandstone shelf at base of prominent cliff; standard 

tablet stamped "19.31 H 71 6323".-..--..-.-.--....-_....._._ 6, 322. 906

Spry, 2.2 mi. NE. of, on SE. side of curve in highway, in center of concrete head wall of culvert; chiseled square._._.-._._.____.__..._ 6, 310. 93

Spry, 3.4 mi. NE. of, on E. side of curve in highway, between crossings . 

of power lines, in center of concrete head wall of culvert; chiseled 

square__-__----_-----_---__--_----------------__..---__-_--- 6, 294. 74

Spry, 4.5 mi. NE. of, 16 ft. E. of center line of highway, in center of 

concrete head wall of culvert; standard tablet stamped "1931 H 72 

6307".-------------.-.---.-----------------------------.--- 6,306.306

Spry, 5.3 mi. NE. of, on E. side of highway, in center of concrete head 

wall of culvert; chiseled square.____---_____---__-------------- 6, 263. 18

Spry, 6.2 mi. NE. of, on E. side of highway, 400 ft. S. of power line

crossing, on S. end of concrete head wall of culvert; chiseled square. _ 6, 245. 10

Spry, 6.8 mi. NE. of, on E. side of curve in highway, in center of concrete head wall of culvert; chiseled square. _______________________ 6, 238. 34

Spry, 7.5 mi. NE. of, 5.8 mi. SW. of Circleville, 25 ft. E. of center 

line of highway, in S. end of concrete head wall of culvert; standard 

tablet stamped "1931 H 73 6228"-----...-.--.-..------------ 6, 227. 386

Reference mark, 210 ft. S. of tablet, on boulder; chiseled square. -_...-. 6, 231. 10

Circleville, 5.2 mi. SW. of, on NE. corner of concrete bridge over 

wash; chiseled square._______________________________________ 6, 242. 88

Circleville, 4.5 mi. SW. of, on S. side of curve in highway, in center 

of concrete head wall of culvert; chiseled square_ _--_-_--._______ 6, 172. 73

Circleville, 3.7 mi. SW. of, on S. side of highway, in center of concrete 

head wall of culvert; chiseled square. __________________________ 6, 170. 52

Circleville, 2.7 mi. SW. of, on SE. side of highway, 2 ft. NW. of fence, 

on Garfield-Piute county line, in concrete post; standard tablet 

stamped "1931 H 74 6144"..________________________________ 6, 143. 797

Reference mark, 140 ft. S.70°W. of tablet, on large boulder; chiseled 

square.____________________________________________________ 6, 149. 79

Circleville, 2.2 mi. SW. of, on S. side of curve in highway at point of 

mountain, in center of concrete head wall of culvert; chiseled 

square---_-_--_--------_----_-----------------_-----__- ... 6, 113. 48

Circleville, 1.3 mi. SW. of, on E. side of curve in highway, in center of

concrete head wall of culvert over irrigation ditch; chiseled square... 6, 092. 62
42 SPIRIT LEVELING IN UTAH, 1897-1938

Circleville, 0.9 ini. SW. of, near town limits, in NE. angle of junction

of T-rd. E., in root on S. side of 30-in. cottonwood tree; copper Feet 

nail and washer.____________________________________________ 6, 082. 60

Circleville, just N. of post office, in SE. angle of crossroads, in N. 

concrete wing wall of culvert; standard tablet stamped "1931 H 75 

6062".___-_--------.--- --------------- _ ._ ______ 6,061. 356

Reference mark, 75 ft. S. of tablet, on N. end of concrete head wall

of culvert; chiseled square____-_________-._.__________________ 6, 061. 33.

Circleville, 0.8 mi. N. of, on SE. side of highway, in center of concrete 

head wall of culvert; chiseled square. ___________________________ 6, 051. 84

Circleville, 1.5 mi. NE. of, on SE. side of highway, between crossings 

of old highway, in center of concrete head wall of culvert; chiseled 

square.-_-- - .___.._..._...-__._-._ ..___....._ .._ 6,043. 43

Circleville, 2.6 mi. NE. of, on SE. side of curve in highway, in SE. 

angle of rd. junction, at angle in telephone line, in center of concrete head wall of culvert; chiseled square. _____________________ 6, 019. 93

DELANO PEAK NO. 4 QUADRANGLE

[Latitude 38°00'-38°15'; longitude 112°00'-112°15'1 

GAKFIELD AND PIUTE COUNTIES

From Delano Peak No. 3 quadrangle northeast and north along 17. S. Highway 89 into Delano Peak No. 1 quadrangle (by. E. E. Harris in 1931)

Circleville, 3.6 mi. NE. of, 3.0 mi. S. of Junction, 48 ft. W. of curve in 

highway, 17 ft. S. and 2 ft. E. from angle post in fence line, in concrete post; standard tablet stamped "1931 H 76 6007"________ 6, 006. 176

Reference mark, 830 ft. N.45°E. of tablet, on SE. stone wing wall

of steel bridge over Sevier River; chiseled square._______--_--___ 6, 008. 58

Junction, 2.0 mi. S. of, on E. side of curve in highway, in center of 

concrete head wall of culvert; chiseled square.----______________ 5, 994. 05

Junction, 0.8 mi. S. of, in SE. angle of junction of rd. E. to Antimony, 

in center of concrete head wall of culvert; chiseled square.__--_--_ 5, 983. 60

DESERET QUADRANGLE

[Latitude 39°00'-39°30'; longitude 112°30'-113000'] 

MIIIARD COUNTY

From Oasis southwest to Deseret, thence northwest along stage road into Antelope Mountain quadrangle (by T. A. Green in 1908)

Oasis, at SW. corner of Day's Hotel; standard iron post with bronze

cap stamped "4591 1908".-_-__- ___________________________ 4, 593. 803

Oasis, in front of Union Pacific R. R. sta.; top of rail_____-___-_-__ 4, 596. 4

Deseret, 75 ft. E. of crossroads, S. of post office, at corner of corporation scales; top of bolt____________'_____________ ______ ______ 4, 586. 63

Deseret, 5.1 mi. NW. of, 100 ft. N. of rd., in 24- by 12- by 6-in. rock; 

aluminum tablet stamped "4572"____---____--__-__--_-------- 4, 574. 592

Deseret, 10.9 mi. NW. of, 50 ft. N. of rd.; standard iron post with 

bronze cap stamped "4559".------ _ ..__'._._._.--___.----..... 4, 561. 664

Deseret, 16.7 mi. NW. of, about 16 mi. SE. of Drum, 1.1 mi. NW. of 

old smelter, 30 ft. E. of rd., in oblong rock; aluminum tablet stamped 

"4681"--------------------------------.--..----------------- 4, 683. 941

Drum, 11.0 mi. SE. of, 10 ft. W. of rd., in brown sandstone boulder

30 in. wide and 18 in. high; standard tablet stamped "5028------- 5, 031. 124
DRUM QUADRANGLE 43

From Antelope Mountain quadrangle east along road from Antelope Pass to 

Crafts, thence northeast to Deseret (by T. A. Green in 1908)

Soap Hollow, 7.2 mi. E. of, 8.1 mi. NW. of Crafts, 50 ft. E. of rd. fork,

on E. side of Swasey Wash; standard iron post with bronze cap F&t 

stamped "4680"_._^._._.._._....____..__.......___.._._______ 4, 682. 962

Crafts, 2.8 mi. NW. of, 40 ft. N. of rd.; standard iron post with bronze 

cap stamped "4553"___---___-_______._._...._........__... 4, 555. 821

Crafts, 1.8 mi. NW. of, at NW. corner of lake, on W. side of rd.; point

on rock_____________________________________________________ 4, 552. 43

Crafts, 3.2 mi. NW. of, on top of small ridge, 20 ft. W. of rd.; standard iron post with bronze cap stamped "4561"__________________ 4, 564. 379

Deseret, 3.4 mi. W. of, 130 ft. N. of rd. fork, 30 ft. E. of rd.; standard 

iron post with bronze cap stamped "4573"___.-.________________ 4, 575. 542

From Scipio quadrangle west along State Highway 26 to Oasis (by E. E. Harris 

in 1931)

Oasis, 6.7 mi. SE. of, 13 ft. E. of junction of farm rd. N., 58 ft. N. of 

center line of highway, 25 ft. N. and 2 ft. E. from fence line, in concrete post; standard tablet stamped "1931 H 121 4595".-.______ 4, 594. 569

Reference mark, 45 ft. S. of tablet, in center at base of concrete parapet wall of bridge over irrigation ditch; chiseled square.__________ 4, 596. 25

Oasis, 5.7 mi. SE. of, 50 ft. W. of junction of rd. N., on N. side of 

highway, near E. end of guard rail of small concrete bridge; chiseled 

square.__________--___-__-_---_.._---____-__-..-__________-__ 4, 596. 74

Oasis, 4.7 mi. SE. of, on N. side of highway, near E. end of concrete 

guard rail of small bridge; chiseled square-______________________ 4, 598. 87

Oasis, 4.2 mi. SE. of, 100 ft. W. of crossroads, on N. side of highway,

in center of concrete head wall of culvert; chiseled square_______-- 4, 596. 20

Oasis, 0.5 mi. S., thence 2.7 mi. E. from, 4.0 mi. S. of Delta, 45 ft. N. 

of center line of main highway at turn from W. to N., 16 ft. N. of 

telephone pole, in concrete post; standard tablet stamped "1^931 

H 122 4591"__..-_,___..-_.--.-..--.____-_____.....__._. 4, 590. 861

Reference mark, 160 ft. SE. of tablet, in center of N. concrete head 

wall of culvert; chiseled square._______________________________ 4, 591. 25

Oasis, 0.5 mi. S., thence 1.5 mi. E. from, in SW. angle at junction of 

T-rd. S., on SW. abutment of small wooden bridge; chiseled square. _ 4, 586. 16

Oasis, 0.5 mi. S., thence 0.6 mi. E. from, in SE. angle of crossroads, 

in root on NW. side of 15-in. cottonwood tree; copper nail and 

\vasher_______________________________________________ _____ 4, 588. 83

IT. S. C. & G. S. standard disk stamped "H 4".___...______________ 4, 596. 634

DRUM QUADRANGLE

[Latitude 39°30'-40°00'; longitude 113°00'-113°30'] 

JUAB, MIIIARD, AND TOOELE COUNTIES

From Antelope Mountain quadrangle northwest along stage road to Hot Springs, 

thence southwest into Callao quadrangle (by T. A. Green in 1908)

Drum, 5.0 mi. SE. of, 20 ft. E. of rd. at sharp bend to N., in rock;

aluminum tablet stamped "5653"_____._.___-_____._.____.._--. 5, 656. 470 

Drum, 0.5 mi. W. of, 100 ft. S. of rd., 325 ft. W. of crossroads, on top

of small hill, in porphyry outcrop; aluminum tablet stamped

"5954" (recovered by U. S. C. & G. S. in 1934)._.______..__._. 5, 956. 989

Drum, 5.2 mi. NW. of, at plane-table station, 30 ft. S. of rd., in rock;

aluminum tablet stamped "5333"___-___-__-____._ .___._-._-_ 5, 336. 226
44 , SPIRIT LEVELING IN UTAH, 1897-1938

Drum, 11.8 mi. NW. of, 11.3 mi. SE. of Cane Spring, 30 ft. E. of rd., Feet 

in rock; aluminum tablet stamped "4743"_-..--_ -__________ ____ 4, 746. 222

Cane Spring, 5.0 mi. SE. of, 870 ft. W. of second-class rd. N., 20 ft.

N. of rd., in rock; aluminum tablet stamped "4390".-.-_________ 4, 392. 54.6

Cane Spring, 0.7 mi. N. of, 50 ft. N. of freighter's feed box and cedar 

post, on E. side of rd., in rock; aluminum tablet stamped "4337" 

(recovered in 1936)--..__________________________._.___.. 4, 339. 684

Thomas ranch, in E. side of old stone dwelling of J. J. Thomas, N. of

S. door; aluminum tablet stamped "4319"--_----_-----_----__-_ 4, 321. 620

Fish Springs, 1.8 mi. NW. of, 200 ft. W. of rd., near W. end of black 

mesa; standard iron post with bronze cap stamped "4340" (recovered by U. S. C. & G. S. in 1934)____.___________.__....__..__. 4, 342. 570

From road junction 3 miles west of Drum southwest along Drum-Swasey 

Spring read into Antelope Mountain quadrangle (by T. A. Green in 1908)

Drum, 8.3 mi. SW. of, 40 ft. SE. of rd.; standard iron post with 

bronze cap stamped "5146". _______________________________ 5, 149. 141

r»UCHESNE QUADRANGLE

[Latitude 40°00'-40°30'; longitude 110°00'-110°30'] 

DUCHESNE COUNTY

From Red Creek quadrangle near mouth of Rock Creek along roads southeast 

to Duchesne, thence east and northeast to bridge across lake Fork at point 

about 1 mile north and 2'miles west from Myton (by E. W. Glafcke in 1900)

Duchesne, 12.3 mi. NW. of post office, 0.2 mi. E. of mouth of Rock 

Creek, at N. boundary of Tabby farm, on S. side of rd. near fence; 

standard iron post with bronze cap stamped "6029 S LAK"___- 6, 030. 497

Duchesne, 9.3 mi. NW. of, 3.0 mi. SE. of mouth of Rock Creek, 500 ft. 

E. of Duchesne River, 25 ft. E. of trail; standard iron post with 

bronze cap stamped "5900 S LAK"______'___________________ 5, 901. 500-

Duchesne, 5.9 mi. NW. of, 6.8 mi. S. of mouth of Rock Creek, 0.2 mi. 

E. of Duchesne River, at rd. fork; standard iron post with bronze 

cap stamped "5789 S LAK"_________________________________ 5, 790. S33.

Duchesne, 2.8 mi. N. of, 3.5 mi. N. of mouth of Strawberry Creek, 300 

ft. E. of Duchesne Bridge, at junction of rd. E. to Blue Bench; 

standard iron post with bronze cap stamped "5648 S LAK"____- 5, 638. 707

Duchesne, 0.5 mi. E. of, at mouth of Strawberry Creek, 100 ft. E. of 

Duchesne River, 135 ft. N. and 30 ft. W. from junction of rd. NW., 

in garden; standard iron post with bronze cap stamped "5517 

S LAK" (recovered in 1934)__________________________________ 5, 507. 890

Duchesne, 5.9 mi. E. of, 500 ft. N. of Duchesne River, 0.2 mi. W. of 

grove of trees, 50 ft. N. of rd., on first bench; standard iron post 

with bronze cap stamped "5378 S LAK"_________-_-__________ 5, 368. 487

Bridgeland, 10.8 mi. E. of Duchesne, 300 ft. N. of Duchesne River, 

at point where Lake Fork rd. crosses bench, on hillside, in sandstone ledge; standard tablet stamped "5314 S LAK"_ _-___-_-._ 5, 305. 042

Myton, about 1 mi. N. and 2 mi. W. from, at mouth of Lake Fork, 

100 ft. E. of bridge, on N. side of rd.; standard iron post with bronze 

cap stamped "5117 S LAK"_________._________________ _ __ 5, US. 323
DUCHESNE QUADRANGLE 45

From mouth of Lake Fork along winding road generally northwest across 

Blue Bench to point about 6 miles north of Duchesne (by E. W. Glafcke in 

1801)

Myton, about 7 mi. NW. of, 3.1 mi. NW. of bridge over Lake Fork, 

0.3 mi. SW. of Lake Fork, 0.3 mi. N. of Lateral No. 5, 200 ft. N. 

of small knoll, on N. side of rd., in long sandstone ledge; standard Feet 

tablet stamped "5170 S LAK"_.-.---...__.___.___._.___...__ 5, 171. 500

Arcadia, 1.8 mi. in air line E. of, 300 ft. E. of rd. and fence at Red 

Caps farm, in NW. end of long sandstone ridge; standard tablet 

' stamped "5348 S LAK"__...._._.__........_._.._....._...__ 5, 349. 688

Arcadia, 4.5 mi. along rd. SW. of, in center NE. side of Blue Bench, 

15 ft. N. of rd.; standard iron post with bron/e cap stamped "5950 

S LAK"_. ..^.............................................. 5, 951. 773

Duchesne, 5.3 mi. N. along State Highway 35, thence 1.7 mi. along 

rd. E. from, on Blue Bench, 0.3 mi. S. of lone grove of cedar trees, 

10 ft. S. of rd.; standard iron post with bronze cap stamped "5989 

S LAK".___........._..............__........._.._......... 5, 990. 68f>

From mouth of lake Fork east along road toward Fort Duchesne into Vernal 

quadrangle (by E. W. Glafcke in 1902)

Myton, 3.0 mi. along rd. NE. of highway bridge over Duchesne River 

at, 0.7 mi. N. and 3.9 mi. E. from mouth of Lake Fork, 30 ft. N. of 

old Fort Duchesne-Myton rd., on edge of second bench; standard 

iron post with bronze cap stamped "5123 EVAN" (recovered in 

1934)___.-_------__---__---_.--____-_----_--_--.-.__-____._ 5, 124. 588

From Red Creek quadrangle near Mountain Sheep Pass southeast along road 

to Mountain Home, thence south and west to Talmage, thence southeast to 

Blue Bench (by H. R. Kilmer in 1923)

Mountain Sheep Pass, 0.8 mi. E. of, 8.0 mi. NW. of Mountain Home,

40 ft. S. of rd., in boulder; standard tablet.--___________________ 7, 636. 194

Mountain Home, 6.8 mi. NW. of, 15 ft. N. of rd., on boulder; chiseled

cross.___..__-_-_-__-_-___.-__--__-_-________-._____.___.._. 7, 471. 50

Mountain Home, 4.5 mi. NW. of, 50 ft. N. of junction of upper and

lower rds., in flat boulder; standard tablet._____________________ 7, 206. 960

Reference mark, 60 ft. N. of junction of upper and lower rds., on

boulder; chiseled cross....---------.--.--.-._._-_--______.___, 7, 207. 27

Mountain Home, 3.5 mi. NW. of, 60 ft. E. of dwelling of Ray Marchant, on boulder; chiseled cross...--___________________________ 7, 105. 95

Mountain Home, 2.5 mi. NW. of, 5 ft. E. of small canal, on boulder; 

chiseled cross. ...........^.................................. 7, 119. 3S

Mountain Home, 1.8 mi. W. of, 250 ft. E. of junction of T-rd. N., 10

ft. S. of rd., on small boulder; chiseled cross ____________________ 7, 147. .54

Mountain Home, 0.7 mi. W. of, 30 ft. E. of small drain, 30 ft. S. of

rd., on boulder; chiseled cross._________________________________ 7, 101. 58

Mountain Home, at SE. corner of Stevenson store, in concrete step;

standard tablet stamped "6993" (recovered in 1934) _____________ 6, 993. 509

Mountain Home, 3.0 mi. S. of, 5 ft. N. of rd., on side of dugway, in

large boulder; standard tablet_________________________________ 6, 649. 293.

Talmage, at W. end of bridge over canal, in sleeper; copper nail and

washer. _____________________________________________________ 6, 833. 39

127289 40-
\

46 SPIRIT LEVELING IN UTAH, 1897-1938

Talmage, 3.4 mi. S. of, 10 .ft. W. of rd., in flat boulder; standard feet.

tablet...____-.__-.___--____.__-_____________________ ?5 6, 524. 225

Talmage, 5.6 mi. SE. of, 8.7 mi. N. of Duchesne, in N. angle of rd.

fork, 150 ft. E. of rd., 200 ft. S. of cabin, in root of lone cedar tree;

copper nail and washer (recovered in 1934)_____________________ 6, 151. 04

From Vernal quadrangle 10.4 miles southwest of Fort Duchesne southwest 

along roads to Myton, thence along U. S. Highway 40 to Duchesne (by G. W. 

Moore in 1934)

Myton, 5.4 mi. NE. of highway bridge over Duchesne River at, 10.4 

mi. SW. of Fort Duchesne, 35 ft. S. and 165 ft. W. from crossing 

of farm rd., in concrete post; standard tablet stamped "M 7 1934 

5067"-.-.__--..------------------_--------------_-.__--___- 5,067. 157

Reference mark, 155 ft. E. of tablet, 30 ft. S. of rd., at corner of

fence, in NW. end of old irrigation gate; copper nail and washer. _ 5, 065. 9l

Myton, 4.5 mi. NE. of, at bridge over creek, in N. guard rail; copper 

nail and washer.____________________________________________ 5, 100. 05

Myton, 3.9 mi. NE. of, 50 ft. S. and 75 ft. W. from junction of T-rd. 

E., in root on E. side of twin cottonwood tree; copper nail and 

washer__--_-_------_-.__.__,_________._-_-.___________..._. 5, 145. 83

Myton, 2.3 mi. NE. of, on E. side of hill, at wooden bridge over irrigation ditch, in N. guard plank; copper nail and washer..________ 5, 124. 18

Myton, 2.2 mi. NE. of, on W. side of hill, at wooden bridge over irrigation ditch, in N. guard plank; copper nail and washer. _________ 5, 124. 25

Myton, 2.1 mi. NE. of, 0.2 mi. NE. of crossroads, 80 ft. W. of rd., in 

rock outcrop; standard tablet stamped "M 8 1934 5108------- 5, 108. 863

Reference mark, 56 ft. NE. of tablet, 29 ft. W. of rd., on rock outcrop; chiseled square_-_-___--_--_---_-__--_--________________ 5, 108. 03

Myton, 1.4 mi. NE. of, 65 ft. S. of junction of T-lane S., in crossbrace 

at S. end of weir; copper nail and washer,____.._-_____-_._______ 5, 085. 87

Myton, 0.8 mi. NE. of, 33 ft. S. and 33 ft, W. from crossroads, in 

brace of telephone pole; spike (recovered by U. S. C. & G. S. in 

1934)_'_._.____________________________________ _.___________ 5, 102. 276

Myton, at highway bridge over Duchesne River, in top of E. parapet 

wall of N. concrete abutment; standard tablet stamped "M 9 1934 

5074" (recovered by U. S. C. & G. S. in 1934)___________________ 5, 074. 048

Reference mark, 465 ft. S. of tablet, 20 ft. NE. of NE. corner of 

building occupied by Myton Store Co., 25 ft. W. of highway, on 

W. concrete head wall of culvert; chiseled square (recovered by 

U. S. C. & G. S. in 1934)__._________________________________ 5, 074. 163

Myton, at NE. corner of bridge over Duchesne River, at 5-ft. mark 

on gage; top edge of nail head._________________ _______________ 5, 066. 48

Myton, at center of crossroads; pavement--_-----_----_-__- ______ 5, 082. 5

Myton, 1.0 mi. SW. of highway bridge over Duchesne River, 200 ft. 

NE. of crossroads, on top of N. concrete head wall of culvert; 

chiseled square-__________.._______-__-_-____--_-___-_-___---- 5, 101. 29

Myton, 2.2 mi. SW. of, 15 ft. N. and 20 ft. W. from crossroads, in 

top of N. concrete head wall of culvert; standard tablet stamped 

"M 10 1934 5126"_--____--__---,___________________________ 5, 127. 017

Reference mark, 190 ft. NE. of tablet, 50 ft. N. of highway; top of iron 

post set in concrete and marked "State road right-of-way"-_____ 5, 128. 102

Myton, 2.7 mi. SW. of, 15 ft. N. and 30 ft. E. from crossroads, on top 

of N. concrete head wall of culvert; chiseled square._____________ 5, 142. 54

« These figures may be 1 ft. too high.
DUCHESNE QUADRANGLE 47

Myton, 3.8 mi. SW. of, 15 ft. N. and 35 ft. E. from crossroads, on top Fat 

of N. concrete head wall of culvert; chiseled square._____________ 5, 167. 68

Myton, 4.4 mi. SW. of, 5.9 mi. E. of Bridgeland, 15 ft. S. and 15 ft. 

W. from junction of second-class rd., in top of S. concrete head 

wall of culvert; standard tablet stamped "M 11 1934 5179" 

(recovered by U. S. C. & G. S. in 1934).._._.._.__...____..._ 5, 179. 415

Reference mark, 255 ft. SW. of tablet, 50 ft. S. of highway; top of 

iron post set in concrete and marked "State road right-of-way".. 5, 180. 787

Bridgeland, 4.8 mi. E. of post office, 130 ft. NE. of large drain, 30 ft. 

E. of N.-S. fence line, on top of N. concrete head wall of culvert; 

chiseled square---_--_---------__--___--_-__.--_.--_.--__--_. 5, 207. 12

Bridgeland, 4.0 mi. E. of, 20 ft. S. and 15 ft. W. from crossroads, in 

S. concrete head wall of culvert; standard tablet stamped "M 12 

1934 5224" (recovered by U. S. C. & G. S. in 1934)....-...-... 5, 224. 150

Reference mark, 64 ft. NW. of tablet, 50 ft. N. of highway; top of 

iron post set in concrete and marked "State road right-of-way" 

(recovered by U. S. C. & G. S. in 1934)...._..._._.__....__.... 5, 223. 897

Bridgeland, 2.9 mi. E. of, 30 ft. E. of N.-S. fence line, 15 ft. N. of junction of second-class rd. SE., on top of E. end of N. concrete head 

wall of culvert; chiseled square..______________________________ 5, 251. 17

Bridgeland, 1.8 mi. SE. of, at concrete highway bridge over Antelope 

Draw, in top of N. parapet wall of E. abutment; standard tablet 

stamped "M 13 1934 5285" (recovered by U. S. C. & G. S. in 1934). 5, 285. 911

Reference mark, 55 ft. E. of tablet, on N. concrete head wall of small 

culvert; chiseled square_-_________-___-__-______-_________-___ 5, 285. 20

Bridgeland, 0.8 mi. SE. of, on top of S. concrete head wall of culvert;

chiseled square.-__--__---__-_-_____._________________.______ 5, 285. 39

Bridgeland, 0.2 mi. E. of, at large steel bridge over Duchesne River, 

in N. parapet wall of W. concrete abutment; standard tablet 

stamped "M 14 1934 5296" (recovered by U. S. C. & G. S. in 

1934)__-_.-__-__----_----_-__-____.-______-_--________-._._ 5,296.971

Reference mark, 50 ft. NW. of tablet; top of iron post set in concrete 

and marked "State road right-of-way"_________________________ 5, 290. 93

Duchesne River; surface of water at 2 p. m. March 24, 1934________ 5, 285. 0

Bridgeland, 0.8 mi. SW. of, near summit of hill, on top of N. concrete 

head wall of culvert; chiseled square.__________________________ 5, 326. 38

Bridgeland, 1.8 mi. W. of, 410 ft. E. of junction of rd. NE., at summit

. of hill, in top of E. end of N. concrete head wall of culvert; standard 

tablet stamped "M 15 1934 5363" (recovered by U. S. C. & G. S. 

in 1934)____________________________________________________ 5,363.910

Reference mark, 38 ft. N. of tablet; top of iron post set in concrete 

and marked "State road right-of-way"_________________________ 5, 365. 69

Bridgeland, 2.8 mi. W. of, at NW. corner of wooden bridge, on N.

guard rail; top of W. bolt.___.____________-_-__--__-__-_-__ 5, 392. 44

Bridgeland, 3.4 mi. W. of, at NE. side of bridge, on N. guard rail; 

top of E. bolt_-__-___-___-._______________________________ 5, 385. 82

Bridgeland, 4.2 mi. W. of, 5.2 mi. E. of Duchesne, 45 ft. S. and 30 ft. 

W. from junction of T-rd. S., 10 ft. W. of corner of fence, in concrete 

post; standard tablet stamped "M 16 1934 5412" (recovered by 

TJ. S. C. & G. S. in 19a4)_----_.-.__.______.___-__-_--_--.-_"- 5, 412. 417

Reference mark, 55 ft. NE. of tablet; top of S. end of corrugated iron

drain pipe._________________________________________________ 5,411. 55
48 SPIRIT LEVELING IN UTAH, 1897-1938

Duchesne, 4.2 mi. E. of post office, 5.2 mi. W. of Bridgeland, 20 ft. S. 

and 60 ft. W. from junction of private rd. S., at summit of small 

hill, in root on NE. side of 15-in. cotton wood tree; copper nail and Feet 

washer..-__-_-______-_ ____.______________._________________ 5, 424. 39

Duchesne, 3.4 mi. E. of, 20 ft. NW. of junction of private T-rd. N., 

in top at E. end of N. concrete head wall of culvert; standard 

tablet stamped "M 17 1934 5437" (recovered by U. S. C. & G. S. 

in 1934)-_---_-_'----_-______________________________________ 5, 438. 027

Reference mark, 159 ft. SW. of tablet, 50 ft. S. of rd.; top of iron post

set in concrete and marked "State road right-of-way"____'________ 5, 440. 28

Duchesne, 2.2 mi. E. of, 50 ft. NW. of highway, 65 ft. N. of crossroads; top of iron post set in concrete and marked "State road 

right-of-way"...-.....__ _._-.___..._____.._...._____...___. 5, 461. 029

Duchesne, 1.2 mi. E. of, 0.7 mi. NE. of steel highway bridge over 

Duchesne River, in top of NW. concrete head wall of culvert; 

standard tablet stamped "M 18 1934 5476" (recovered by U. S. 

C. & G. S. in 1934)_._.______________-________i.______________ 5, 476. 326

Reference mark, 354 ft. SW. of tablet, on NW. concrete head wall of

culvert; chiseled square.._______________________i___________ 5, 475. 43

Duchesne, at highway bridge over Duchesne River, on top of N. 

. parapet wall of E. concrete abutment; chiseled square--.----.-- 5, 503. 80

Duchesne River; surface of water at 10 a. m. April 3, 1934. ________ 5, 491. 1

Duchesne, 0.1 mi. W. of, 50 ft. S. and 25 ft. W. from crossroads, on top 

of S. concrete head wall of culvert; standard tablet stamped "M 19 

1934 5513" (recovered by U. S. C. & G. S. in 1934)___._._.__.. 5, 513. 762

Reference mark, 99 ft. N..of tablet, on top of N. concrete head wall

" of culvert; chiseled square.________ ___________________________ 5, 513. 98

From Duchesne 2.5 miles along State High way 33 south west, thence along roads 

east 4 miles and south 5 miles, thence east and northeast along road by way 

of Sowers Canyon and Antelope Draw to U. S. Highway 40 near Bridgeland 

(by G. W. Moore in 1934)

Duchesne, 0.6 mi. SW. of post office, at wooden highway bridge over 

Strawberry Creek, in top of pole at NW. corner; copper nail and 

washer.._--_---__-_---___-__-_______--______-_.___---__---- 5, 517. 36

Duchesne, 2.5 mi. SW. of, 45 ft. SE. of State Highway 33, 75 ft. S. 

of junction of rd. SE., 9 ft. NW. of telephone line, in concrete post; 

standard tablet stamped "M 60 1934 5716" (recovered by U. S. 

C. & G. Si in 1934)_.___.__--_____-_-_-_-_______..-.---.._-__ 5, 71-7. 03?'

Reference mark, 78 ft. SW. of tablet, on buried boulder; chiseled 

'square-__-----___--_--___-------__-_-----.------------------ 5, 715. 54

Duchesne, 2.5 mi. SW,, thence 1.0 mi. SE. from, 65 ft. N. of rd., 15 ft.. 

E. of shale outcrop, on hillside, in root on SE. side of scrub juniper 

tree; copper nail and washer__________________________________ 5, 876. 24

Duchesne, 2.5 mi. SW., thence 1.8 mi. SE. from, 25 ft. S. and 25 ft. 

W. from junction of rd. S., on point of hill, in concrete post; standard 

tablet stamped "M 61 1934 5999---------------------------- 5, 999. 630

Reference mark, 71 ft. SE. of tablet, 30 ft. W. of junction of rd. S., 

on hillside, in root on W. side of scrub cedar tree; copper nail and 

washer...._.____. ._._._.__.._.-.._..-.....- -.- - 6,002.73

Duchesne, 2.5 mi. SW., thence 2.8 mi. SE. from, 70 ft. NW. of rd., in 

root on SE. side of scrub cedar tree; copper nail and washer____-_- 5, 954. 37

Duchesne, 2.5 mi. SW., thence 3.7 mi. SE. from, 0.4 mi. W. of Coyote 

Canyon rd., 20 ft. N. of rd., on summit of ridge, in root on N. 

side of scrub cedar tree; copper nail and washer.________________ 5, 915. 39
DUCHESNE QUADRANGLE 49

Duchesne, 5.8 mi. by way of Coyote Canyon SE. of, 30 ft. S. and 16

ft. W. from crossroads, in concrete post; standard tablet stamped *'«< 

"M 62 1934 5871"..---..---.-..----_-_--.-----._------.---- 5, 871. 716

Reference mark, 87 ft. SW. of tablet, on hillside, in root on NE. side

of lone scrub cedar tree; copper nail and washer._._.____._.__._. 5, 876. 69

Duchesne, 6.8 mi. SW. of, 30 ft. E. of rd., in root on SW. side of scrub 

cedar tree; copper nail and washer. - --- ----_----- 6, 008. 62

Duchesne, 7.8 mi. SE. of, 16 ft. W. of junction of rd. SE., on summit 

of ridge between Coyote and Cottonwood Canyons, in concrete 

post; standard tablet stamped "M 63 1934 6167"_ ..._ 6, 168. 159

Reference mark, 206 ft. SW. of tablet, 110 ft. W. of rd., on point of 

hill, in base on E. side of scrub cedar tree; copper nail and washer... 6, 176. 25

Duchesne, 8.7 mi. SE. of, 85 ft. NW. of rd., on hillside, in root on E. 

side of scrub pinon tree; copper nail and washer.---------------- 6, 260. 23

Duchesne, 9.6 mi. SE. of, 500 ft. S. of Cottonwood Canyon, 20 ft. W. of 

rd., opposite point of hill, in concrete post; standard tablet stamped 

"M 64 1934 6201"_-__-----__..--___ --------------------- 6, 201. 487

Reference mark, 81 ft. S. of tablet, on buried boulder; chiseled square.. 6, 203. 08 ,

Duchesne, 10.6 mi. SE. of, 350 ft. NE. of junction of rd. E., 10 ft. E. 

of rd., on summit of ridge between Cottonwood and Sowers Canyons, in base on W. side of scrub cedar tree; iron spike_--._-. ...- 6, 440. 27

Duchesne, 10.3 mi. SE. of, 60 ft. SW. of rd. fork, on summit of ridge 

overlooking Sowers Canyon, in concrete post; standard tablet 

stamped "M 65 1934 6512". ___________1______ _ . _ . 6, 513. 227

Reference mark, 45 ft. SE. of tiblet, at E. side of rd., in root on W.

side of scrub cedar tree; copper .nail and washer.-.-------------- 6, 511. 77

Duchesne, 11.1 mi. SE. of, 105 ft. W. of hairpin curve in rd., 18 ft. S.

of rd., on point of hill, on flat boulder; chiseled square----------- 6, 411. 27

Duchesne, 11.5 mi. SE. of, .10.5 mi. SW. of Antelope Draw shearing 

shed, 0.5 mi. NT'], of junction of Sowers and Tabby Canyons, 30 ft. 

W. of rd. fork, in concrete post; standard tablet stamped "M 66 

1934 6236"..- -__ --_____________ -_- --_ - _- 6,236.931

Reference mark, 56 ft. NE. of tablet, on buried boulder; chiseled

square. _ __ _ .. _ ___ _ _1_ _ - 6, 230. 75

Antelope Draw shearing shed, 9.5 mi. SW. of, 16 ft. S. of rd., at curve 

around point of hill, on buried boulder; chiseled square___-_---__- 6, 159. 85

Antelope Draw shearing shed, 8.5 mi. SW. of, 150 ft. N. of ranch of 

T. S. Ross, 21 ft. N. of rd., in concrete post; standard tablet stamped 

"M 67 1934 6097"___ _ ___ _ ___._-___ - -_ 6,097. 561

Reference mark, 74 ft. SE. of tablet, on projecting base of log at NW.

corner of tool house; copper nail and washer._____________-__-_.. 6, 091. 06

Antelope Draw shearing shed, 7.5 mi. SW. of, 700 ft. W. of ranch of

C. A. Sa,lmonson, 20 ft. N. of rd., on rock kdgc; chiseled square..- 6, 039. 46

Antelope Draw shearing shed, 6.5 mi. SW. of.. 20 ft. N. of Sowers 

Canyon rd., in concrete post; standard tablet stamped "M 68.1934 

5961".._...__-._.__.----.-._____.__.__.__.._._.__..._-_._-. 5, 962. 034

Reference mark, 103 ft. SE. of tablet, 18 ft. S. of rd., on buried

boulder; chiseled square. _-__-___________..___-_-_____._-___.__ 5, 958. 50

Antelope Draw shearing shed, 5.4 mi. SW. of, 80 ft. W. of rd., in 

grove of trees on hillside, in root on E. side of scrub cedar tree; 

copper nail and washer- _-_-______ __________ __ __ __ 5, 914. 55

Antelope Draw shearing shed, 4.4 mi. SW. of, 25 ft. N. of Sowers 

Canyon rd., in concrete post; standard tablet stamped "M 69 1.934 

5823". - - --- __. . _ . _ . 5,823. 778
50 SPIRIT LEVELING IN UTAH, 1897-1938

Reference mark, 80 ft. E. of tablet, 11 ft. S. of rd., on buried boulder; Feet

chiseled square-____________________^____________.___________ 5, 820. 46

Antelope Draw shearing shed, 3.4 mi. SW. of, 10 ft. W. of rd. at curve,

at old rd. fork, at edge of brush, on buried boulder; chiseled square._ 5,737.75 

Antelope Draw shearing shed, 2.2 mi. SW. of, 60 ft. SW. of junction

of second-class rd. W., 13 ft. NW. of rd., in concrete post; standard

tablet stamped "M 70 1934 5667"-:___- ._.:_.__.___..___..__ 5, 667. 257 

Reference mark, 107 ft. NE. of tablet, 11 ft. NW. of rd., on buried

boulder; chiseled square____-__-_____________l________________ 5, 667. 54

Antelope Draw shearing shed, 0.4 mi. SW. of, 46 ft. N. and 30 ft. W.

from crossroads, 13 ft. N. of corner of fence, in concrete post;

standard tablet stamped "M 71^1934 5544"._____..-_--_.-__-__ 5, 545. 162 

Antelope Draw shearing shed, 0.4 mi. SW. and 1.3 mi. N. from, 9 ft.

SE. of rd., on boulder; chiseled square.______-_-____-____________ 5. 457. 17

Antelope Draw shearing shed, 0.4 mi. SW. and 2.0 mi. N. from, 0.7

mi. W. and 1.7 mi. S. from Antelope Bridge, 12 ft. SE. of rd., in

large boulder; standard tablet stamped "M 91 1934 5421"_______ 5, 421. 237

Antelope Bridge, 0.7 mi. W. of, 9.2 mi. SW. of Myton Bridge over

Duchesne River, 50 ft. S. and 55 ft. W. from point where U. S.

Highway 40 crosses rd. from Antelope Draw; top of iron post set

in concrete and marked "State road right-of-way"._._._____-..-__ 5, 288. 30

From Antelope Draw shearing shed southeast along winding roads to State 

Highway 53 (Price-Myton road), thence south along highway into Harper 

quadrangle (by G. W. Moore in 1934)

Antelope Draw shearing shed, 0.6 mi. SE. of, 19 ft. S. of rd., on buried

boulder; chiseled square._____________________________________ 5, 580. 09

Antelope Draw shearing shed, 1.7 mi. SE. of, 20 ft. S. of rd., in concrete

post; standard tablet stamped "M 72 1934 5670"-.--.- .___..._. 5, 670. 907 

Reference mark, 107 ft. E. of tablet, 15 ft. S. of rd,, on buried boulder;

chiseled square.-----.-.-..--.--...________-__---_-_--____-_- 5, 670. 31

Antelope Draw shearing shed, 2.7 mi. SE. of, 0.3 mi. W. of junction of

rd. E. to Myton, 150 ft. E. of small drain, 18 ft. S. of rd., on buried

boulder; chiseledsquare__--_'-___________-_______--_-_---_----_ 5, 691. 94

Antelope Draw shearing shed, 3.6 mi. SE. of, 22 ft. E. of junction of rd.

SW., in concrete post; standard tablet stamped "M 73 1934 5732"_ 5, 732. 973 

Reference mark, 90 ft. S. of tablet, 22 ft. E. of rd., on buried boulder;

chiseled square-________._____^_______.____.___________________ 5, 730. 34

Antelope Draw shearing shed, 4.7 mi. SE. of, 12 ft. W. of rd., on buried

boulder; chiseled square____-_________________-_-_-______---- 5, 803. 28

Antelope Draw shearing shed, 5.4 mi. SE. of, at top of slope to drain,

11 ft. SW. of rd., on buried boulder; chiseled square_____--_------ 5, 868. 37

Antelope Draw shearing shed, 6.0 mi. SE. -of, 1.6 mi. NW. of State

Highway 53 in Wells Draw, 30 ft. W. of crossroads, in concrete post;

standard tablet stamped "M 74 1934 5924"___._______-------- 5, 924. 190

Reference mark, 100 ft. SE. of tablet, in S. angle of crossroads, on

buried boulder; chiseled square.________________-____--_------ 5, 925. 58

Antelope Draw shearing shed, 7.0 rni. SE. of, 95 ft. N. of drain, 12 ft.

W. of rd., on buried boulder; chiseled square.___________---_-_- 6, 060. 77

Antelope Draw shearing shed, 7.8 nii. SE. of, in rock saddle, 130 ft. S.

of rd. fork, 18 ft. SE. of rd., in rock outcrop; standard tablet stamped

"M 75 1934 6174"____._-__-_ _-_-_ - - .- ---- 6, 174. 199 

Reference mark, 80 ft. SW. of tablet, on rock outcrop; chiseled gqWfi. 6, 176. 62 

Antelope Draw shearing shed, 8.8 mi. SE. of, on E. side of shallow

draw, 55 ft. E. of rd., on rock outcrop; chiseled square.------------ 6. 261. 28
DUCHESNB QUADRANGLE 51

Antelope Draw shearing shed, 9.8 mi. SE. of, 80 ft. E. of rd., 115 ft. &<**

SE. of drain crossing, on rock outcrop; chiseled square..-.__--__ 6, 387. 65 

Antelope Draw shearing shed, 10.3 mi. SE. of, 670 ft. SW. of junction

of dim rd. W., in saddle, 42 ft. SW. of rd., in rock outcrop; standard

tablet stamped "M 76 1934 6490"___- ____.._.__-.__._-_._-_.. 6,490. 405 

Reference mark, 98 ft. S. of tablet, 11 ft. SW. of rd., on rock outcrop;

chiseled square.__-_-_-_-__-_-____________..___-__-__--__--___ 6, 493. 94

Antelope Draw shearing shed, 11.3 mi. SE. of, 120 ft. N. of rd., in

drain, on large boulder; chiseled square_____-__ __________________ 6, 285. 98

Antelope Draw shearing shed, 12.3 mi. SE. of, 45 ft. E. of rd., in drain

on hillside, in rock outcrop; standard tablet stamped "M 77 1934

6152"___________________________________________________ _ 6, 153.054

Reference mark, 27 ft. SW. of tablet, 30 ft. E. of rd., in base on W. side

of scrub cedar tree; copper nail and washer. _ _____________________ 6, 149. 62

Antelope Draw shearing shed, 13.2 mi. SE. of, 1.0 mi. SW. of Wells

Draw and State Highway 53, 240 ft. NE. of crossroads .and 175 ft. S.

of rd. fork in drain, 140 ft. W. of rd. fork in Gilsohite Draw, on N.

side of hill, on S. side of rd., on rock outcrop; chiseled square-.--__ 6, 040. 65 

Antelope Draw shearing shed, 14.2 mi. SE. of, 3.9 mi. N. of Smith's

Well, 30 ft. W. of junction of State Highway 53 and second-class

rd. SW., on large boulder; standard tablet stamped "M 78 1934

5960"---.__-____.-_-__--_-__.____-__._-_-.-__--__--._-_--.- 5,960. 333 

Reference mark, 46 ft. SW. of tablet, at foot of bluff, on boulder;

chiseled square......________ ________________________________ 5, 961. 90

Smith's.Well, 3.0 mi. N. of, at SW. side of rd., on rock outcrop; chiseled

square___________________________________________________ 6, 025. 98

Smith's Well, 2.8 mi. N. of, 140 ft. SE. of rd.; top of General Land

Office iron post stamped "T. 9 S., R. 16 E., sees. 19, 20, 29, and 30

1910"....___..._-__....__..____.___..__..-_..__..-......... 6,045.33

Reference mark, 137 ft. W. of post, on E. side of rd., on boulder; chiseled square._-----__---- _---___-___---_---__--__--_--.--_--- 6, 047. 88

Castle Peak Well, 9.3 mi. SW. of, 15 ft. SE. of rd., at point of hill, on

rock outcrop; chiseled square._________________________________ 6, 163. 13

Castle Peak Well, 8.2 mi. SW. of, 53 ft. N. of rd.; on hill on N. side of

drain, in flat rock outcrop; standard tablet stamped "M 81 1934

5994"-._.___-_._-__._-......______.._.._..._.-____._--..-.. 5,995. 023

Reference mark, 78 ft. E. of tablet, on rock outcrop; chiseled square.__ 5, 989. 35 

Castle Peak Well, 7.2 mi. SW. of, 180 ft. E. of drain crossing, 11 ft.

NW. of rd., on rock outcrop; chiseled square. _ ___________________ 5, 839. 63

Castle Peak Well, 6.2 mi. SW. of, 40 ft. SE. of rd., 130 ft. E. of drain,

on point of hill, in rock outcrop; standard tablet stamped "M 82 1934

5717"__.. .__._____.._________.__.._....__..__..._._____._. 5, 717. 231

Reference mark, 90 ft. NE. of tablet, 40 ft. SE. of rd., on rock outcrop;

chiseled square.___-______-____________-__-___----_--_-_____- 5, 716. 00

Castle Peak Well, 5.2 mi. SW. of, 22ft. N. ofrd., at foot of sandstone

rim, on boulder; chiseled square._______-_-_-___--__-_-___-__-_ 5, 610. 47

Castle Peak Well, 4.2 mi. SW. of, 70 ft. S. of rd., in rock outcrop;

standard tablet stamped "M 83 1934 5515"____--------_---__- 5, 515. 114

Reference mark, 108 ft. E. of tablet, 40 ft. S. of rd., on rock outcrop;

chiseled square._____________________________________________ 5, 512. 42

Castle Peak Well, 3.2 mi. SW. of, 13 ft. SE. of rd., on buried boulder;

chiseled square._____________________________________________ 5, 425. 48

Castle Peak Well, 2.2 mi. SW. of, 12 ft. SE. of rd., on buried boulder;

chiseled square._____________________________________________ 5, 327. 57
52 SPIRIT LEVELING IN UTAH, . 189 7-1938

Castle Peak Well, 1.9 mi. SW. of, 100 ft. SW. of junction of rd. S., *'«* 

in concrete post; standard tablet stamped "M 84 1934 5299"-.---. 5,299. 656

Reference mark, 93 ft. NE. of tablet, 21 ft. SE. of rd. fork, on buried

boulder; chiseled square._____________________________________ 5, 298. 38

Castle Peak Well, 1.0 mi. SE. of, 20 ft. E. of junction of Desert SpringGreen River Ferry rds., on buried boulder; chiseled square..______ 5, 188. 33

Castle Peak Well, 160 ft. W. of, 23 ft. S. of rd., in draw, in rock outcrop; standard tablet stamped "M 85 1934 5146"_______.._.__. 5, 146. 959

Reference mark, 217 ft. NW.'of tablet, 26 ft. N. of rd., on rock outcrop; chiseled square_---_--__--------------_-----_----_-----_ 5, 150. 90

Castle Peak Well, 1.0 mi. NW. of, 24 ft. E. of rd., on rock outcrop;

chiseled square___.__ -__-_-__-____-__-______----__-_-_--_--. 5, 186. 93

Castle Peak Well, 1.8 mi. NW. of, 0.2 mi. NE. of Pariette Mine, 180 

ft. NE. of rd. fork, 50 ft. NW. of rd., in rock outcrop; standard 

tablet stamped "M 86 1934 5229"._.__^._J_.--..-_._.._---.._ 5, 229. 424

Reference mark, 110 ft. .NE. of tablet, 35 ft. SW. of rd., on rock outcrop; chiseled square.-______---_--__-___-___---_-_-.___-___.._- 5, 227. 90

Pariette Mine, 0.8 mi. NE. of, 90 ft. S. of rd. fork, 12 ft, E. of rd., on

summit of hill, on rock outcrop; chiseled square_________--.-____ 5, 300. 05

Pariette Mine, 1.8 mi. N. of, 70 ft. S. of rd. fork, 15 ft. SW. of rd., on

buried boulder; chiseled square....-..------------------------- 5, 319. 33

Pariette Mine, 2.3 mi. N. of, 7.4 mi. S. of Myton Bridge, on hill at 

curve, 20 ft. NW. of rd., in concrete post; standard tablet stamped 

"M 87 1934 5325"..---.---.-.-___---..---_--__---------.___ 5, 325. 722

Reference mark, 102 ft. NE. of tablet, 17 ft. SE. of rd., on buried

boulder; chiseled square.____________..-__-___-___--_----_--___ 5, 321. 75

Myton Bridge, 5.6 mi. S. of, 45 ft. N. and 29 ft. W. from junction of 

T-lane W., in concrete post; standard tablet stamped "M 88 1934 

5196"-.__-_---__--_-_-__-__--_________-_._____-_----.---___ 5,196.386

Reference mark, 95 ft. N. of tablet, on buried boulder; chiseled square. _ 5, 194. 88

Myton Bridge, 4.6 mi. S. of, 200 ft. NW. of junction of rd. E., 20 ft. N.

of rd., on boulder; chiseled square--_-___-_--_--------_--_-- r .-- 5, 157. 15

Myton Bridge, 3.8 mi. S. of, 440 ft. N. of rd. fork at S. edge of bench, 

90 ft. S. and 33 ft. E. from fork near ditch, 7 ft. S. of corner of fence, 

in concrete post; standard tablet stamped "M 89 1934 5294"____ 5, 294. 871

Myton Bridge, 2.6 mi. S. of, 95 ft. S. and 30 ft. W. from junction of 

T-rd. E., in root on E. side of 24-in. cottonwood tree; copper nail 

and washer_______-_-__--_-_._____-_..____--___----__-.___ 5, 090. 37

Mytou Bridge, 1.6 mi. SE. of, 80 ft. S. and 33 ft. E. from junction of 

T-rd. S., in concrete post; standard tablet stamped "M 90 1934 

5067".....-_---.-__----.--.--__.-___..---------__--------.- 5,067. 253

From Duchesne north 7.5 miles along State Highway 35, thence along roads by 

way of Talmage to point 5.7 miles north of Mountain Home, thence southeast 

and east by way of Altonah to road junction 3.1 miles north of Bluebell (by G. W. 

Moore in 1934)

Duchesne, 0.3 mi. N. of post office, 870 ft. SW. of SJ4 cor. sec. 36, T. 3 

S., R. 5 W., at highway bridge over Duchesne.River, on top of E. 

.wing wall of N. concrete abutment; chiseled square__^_.____--_._ 5, 520. 75

Duchesne, 1.5 mi. N. of, on Blue Bench, 200 ft. S. and 30 ft. W, from

junction of rd. S., in brace pole of power line; iron spike.-.------- 5, 713. 20

Duchesne, 2.6 mi. N. of, 30 ft. E. of highway, on summit of. hill, in

concrete post; standard tablet stamped "M 31 1934 5806"____.._ 5, 807. 120 

Reference mark, 127 ft. NW. of tablet, 28 ft. W. of highway, in brace

pole of power line; iron spike_________________-__---_-___--_-- 5, 808. 28
DUCHESNE QUADRANGLE 53

Duchesne, 3.1 mi. N. of, 8 ft. N. and 30 ft. E. from junction of dim Feet 

T-rd. E., in N. gatepost; iron spike_._________-_------__--____ 5, 831. 09

Duchesne, 4.1 mi. N. of, 20 ft. S. and 28 ft. W. from junction of T-rd. 

E. to Knights ranch, in brace pole of power line; iron spike.______ 5, 858. 74

Duchesne, 4.6 mi. N. of, 32 ft. S. and 30 ft. W. from junction of secondclass rd., in concrete post; standard tablet stamped "M 32 1934 

5886".._-._.........---------.I-.-------------------------- 5,886.587

Duchesne, 6.1 mi. N. of, 9 ft. S. and 17 ft. E. from junction of T-rd. 

E., 2.1 mi. W. of standard iron post with bronze cap stamped "5589 

S LAK"; top of iron post with General Land Office cap stamped 

"T. 3S..R. 4 W., sees. 6 and 7, R. 5 W., sees. 1 and 12 1914"..... 5,969.560

Duchesne, 6.6 mi. N. of, 77 ft. S. and 30 ft. E. from crossroads, in concrete post; standard tablet stamped "M 33 1934 5996".___..._. 5, 996. 807

Duchesne, 7.6 mi. N. of, 30 ft. W. of junction of rd. SWV at curve NE. 

in improved rd., on boulder; chiseled square__________________ 6, 065. 33

Duchesne, 8.5 mi. N. of, 260 ft. NE. of junction of woods rd. NW., 

33 ft. E. of rd., in concrete post; standard tablet stamped "M' 34 

1934 6123"..____-_-__------__-_-_-___--_----:-__-----_---_ 6, 124. 043

Reference mark, 93 ft. N. of tablet, 30 ft. E. of rd., on boulder;

chiseled square_-____-__-__--_-__-__'____-_----______-___-____ 6, 125. 38

Duchesne, 9.6 mi. N. of, 1.5 ft. E. of rd., on hill at curve NW., on rock 

outcrop; chiseled square_--------_----__----------------------- 6, 287. 13

Duchesne, '10.3 mi. N. of, near summit of hill, 55 ft. W. of junction of 

old rd. NW. to Talmage, in rock outcrop; standard tablet stamped 

"M 35 1934 6503"_-_--_---_-__-----._---------_----------_ 6, 503. 817

Reference mark, 67 ft. NE. of tablet, 40 ft. N. of rd. fork, on rock 

outcrop; chiseled square.___________________.'______________l__ 6, 505. 07

Duchesne, 11.0 mi. N. of, 185 ft. N. of wooden bridge, 140 ft. N. of 

junction of rd. NE. to Boneta, 22 ft. W. of Mountain Home rd., on 

rock outcrop; chiseled square_____________-___..____-___-_--__ 6, 451. 28

Duchesne, 11.7 mi. N. of, 60 ft. SE. of junction of cut-off rd;, in saddle 

at summit of ridge, on rock outcrop; chiseled square.'_-_______-__: 6, 631. 03

Duchesne, 12.7 mi. N. of, 32 ft. S. of rd., in boulder; standard tablet 

stamped "M 36 1934 6637"......___.____...-.._._.__.__._... 6,637. 870

Reference mark, 100 ft. N. of tablet, on buried boulder; chiseled square. 6, 641. 03

Talmage Store, 0.5 mi. S. and 1.0 mi. E. from, 13.7 mi. N. of Duchesne, 

20 ft. S. and 20 ft. W. from crossroads, on buried boulder; chiseled 

square_____--__-_______---__-___^_.___.-_..-.._..__._-.__.. 6, 741. 75

Talmage, 0.6 mi. S. of, 12 ft. W. of fence line on dugway, in large

boulder; standard tablet stamped "6867"._...._1._.._..__....._ 6, 868. 031

Talmage, 35 ft. N. and 35 ft. E. from junction of T-rd. E., at Larson 

store, in NW. corner of concrete platform; standard tablet stamped 

"M 37 1934 6829"-._--------_--.----.-----.---_------..-.- 6, 830. 091

Reference mark, 75 ft. SW. of tablet, in corner of fence, in base on E.

side of 10-in. poplar tree; iron spike____________________________ 6, 830. 96

Talmage, 1.0 mi. N. of, 255 ft. S. and 30 ft. W. from junction of T-rd.

E., on rock outcrop; chiseled square.___________I_____._________ 6, 809. 83

Talmage, 1.1 mi. N., thence 1.0 mi. E. from, 11 ft. N. of rd., 300 ft. W.

of junction of second-class T-rd. S., on boulder; chiseled square..-- 6, 743. 32

Talmage, 1.1 mi. N., thence 1.7 mi. E. from, 100 ft. S. of rd. fork, 16 

ft. E. of rd., on S. side of canyon,'in concrete post; standard tablet 

stamped "M 38 1934 6688" .__.._._____._........_._...... 6, 689. 216

Reference mark, 115 ft. N. of tablet, 20 ft. W. of rd., on small fiat 

boulder; chiseled square..,____________________________________ 6, 687. 81
54 SPIRIT LEVELDSTG IN UTAH, 1897-1938

Mountain Home, 3.2 mi. S. of, at foot of hill, at W. side of bridge over Feet

Pigeon Water Creek, in plank; copper nail and washer____________ 6, 554. 64

Mountain Home, 2.7 mi. S. of, in triangle of forks of rd. E. to Boneta,

15 ft. E. of rd., on rock outcrop; chiseled square._..___.-__.______. 6, 696. 41

Mountain Home, 2.1 mi. S. of, at curve at summit of hill, 30 ft. W. of

rd., 45 ft. S. of corner of fence, in boulder; standard tablet stamped

"M39 1934 6825"-_--_--___--___-__:___-_-_-__-____--._-_-( 6,825.378 

Reference mark, 176 ft. N. of tablet, 14 ft. E. of rd., 30 ft. N. of canal,

in root on E. side of 14-in. cedar tree; copper nail and washer. _____ 6, 820. 90 

Mountain Home, 1.6 mi. S. of, .30 ft. N. and 30 ft. E. from crossroads,

in corner fence post; iron spike________________________________ 6, 826. 03

Mountain Home, 0.4 mi. S. of, 30 ft. N. and 60 ft. W. from junction of

T-rd. E., 6 ft. E. of corner of fence, on boulder; chiseled square---- 6, 938. 37 

Mountain Home, 0.8 mi. N. of, 50 ft. S. and 35 ft. W. from junction of

T-rd. S., on boulder; chiseled square-___.___________-_._--__--- 7, 061. 91

Mountain Home, 1.5 mi. NE. of, at Uintah Indian Reservation boundary, 10 ft. E. of rd., 8 ft. S. and 9 ft. W. from corner of fence, on

boulder; chiseled square____-_-_______________________________ 7, 111. 11

Mountain Home, 2.1 mi. NE. of, at summit of hill, 15 ft. E. of rd., in

boulder; standard tablet stamped "M 40 1934 7243"_-_. _-.. 7, 244. 006 

Reference mark, 86 ft. NW. of tablet, 30 ft. SW. of junction of dim rd.,

on buried boulder; chiseled square.____ _________________-___-__ 7, 247. 19

Mountain Home, 3.2 mi. N. of, 20 ft. SW. of junction of dim rd. W.,'

at N. edge of summit of hill, on boulder; chiseled square__________ 7, 375. 52

Mountain Home, 4.1 mi. N. of, 35 ft. E. of rd., on knoll, in boulder;

standard tablet stamped "M 41 1934 7270"____.___.-___.._-_. 7, 270. 718 

Reference mark, 68 ft. NW. of tablet, 25 ft. E. of rd., on N. side of hill,

on boulder; chiseled square__-_--____-_____-___________________ 7, 266. 34

Mountain Home, 5.2 mi. N. of, 9.0 mi. SE. of Moon Lake, 1.0 mi. W.

of Lake Fork Mtn. rd., 50 ft. E. of junction of rd. NE., on boulder;

chiseled square.-_--___--__-----___-_-____.___-_____.__--__-- 7, 163. 29 

Mountain Home, 5.5 mi. N. of, at wooden bridge over Lake Fork, on S.

guard plank; copper nail and washer.__________________________ 7, 134. 18

Little Fork; surface of water April 19, 1934_____.______-___-_---_- 7, 125. 2

Mountain Home, 5.7 mi. N. of, 2.0 mi. W., thence 5.8 mi. NW. from

Altonah, 0.2 mi. E. of Lake Fork, 40 ft. NE. of N. apex of triangle

of rd. forks, on hillside, in boulder; standard tablet stamped "M 42

1934 7187"-----------------_-_------_-__--------------_-_- 7, 187. 539

Reference mark, 90 ft. S. of tablet, on boulder; chiseled square.-.---- 7, 180. 81

Altonah, 2.0 mi. W., thence 4.8 mi. NW. from, 40 ft. SW. of rd., on

boulder; chiseled square._____________________________________ 7, 066. 50

Altonah, 2.0 mi. W., thence 4.0 mi. NW. from, at SE. corner of wooden

bridge over Yellowstone Creek, in top of log retaining wall; copper

nail and washer..___________________________________________ 6, 922. 23

Yellowstone Creek; surface of water April 19, 1934_________________ 6, 916. 9

Altonah, 2.0 mi. W., thence 3.7 mi. NW. from, 38 ft. NE. of crossroads,

.in boulder; standard tablefstamped "M 43 1934 6923"._________ 6, 924. 341

Reference mark, 68 ft. SE. of tablet, 40 ft. E. of crossroads, on boulder;

chiseled square--_-_----.-......---------------------------: - 6> 922- ^

Altonah, 2.0 mi. W., thence 2.6 mi. NW. from, 40 ft. E. of rd. fork,

160 ft. SE. of U. S. Lake Fork canal, on boulder; chiseled square. _ _ _ 6, 857. 40 

Altonah, 2.0 mi. W., thence 1.8 mi. N. from, 15 ft. E. of W. edge of 

top of bench, 25 ft. SW. of rd. at.curve, 40 ft. SW. of canal, in 

boulder; standard tablet stamped "M 44 1934 6849"__-._---.-_ 6, 850. 070
PUCHESNE QUADRANGLE 55

Reference mark, 102 ft. SE. of tablet, 25 ft. SW. of rd., on boulder; Feet

chiseled square..-._-________-________-_-__-__-__-_--__-_-__- 6, 846. 12

Altonah, 2.0 mi. W., thence 1.0 mi. N. from, 40 ft. S. and 25 ft. W.

from crossroads, on boulder; chiseled square--._____,____..-_-__ 6,801.62 

Altonah, 2.0 mi. W. of, 30 ft. S. and 44 ft. W. from crossroads, in

concrete post; standard tablet stamped "M 45 1934 6707"----.- 6/707.959 

Reference mark, 99 ft. E. of tablet, on buried boulder; chiseled square. 6,.706. 45 

Altonah, 29 ft. S. and 64 ft. W. from crossroads, in concrete post;

standard tablet stamped "M 46 1934 6681".__________________ 6,681.483

Altonah, 1.0 mi. E. of, 29 ft. S. and 40 ft. W. from crossroads, on

boulder; chiseled square.___-______._-______________.___._'____. 6, 620. 26

Altonah, 2.5 mi. E. of, 40 ft. E. of junction of T-rd. W., in line with

T-fence W., on hillside, in concrete post; standard tablet stamped

"M 47 1934 6472"_________________________________________ 6,472.748

Reference mark, 85 ft. N. of tablet, in base of scrub cedar tree;

copper nail and \vasher____--_-__________________-__-_-_--_-__ 6, 473. 49

Altonah, 3.4 mi. E. of, 14 ft. SW. of rd., on N. side of hill, on boulder;

chiseled square-_--_--_____-_______________________'_________- 6, 396. 11

Altonah, 4.2 mi. E. of, 125 ft. W. of creek, 30 ft. N. of junction of

T-rd. S. to Bluebell, in concrete post; standard tablet stamped

"M 48 1934 6319"......_____._.______._.._..__._.._._.____. 6, 319. 698

From point 3.1 miles north of Bluebell northeast to point near John Starr Flat, 

thence southeast to Neola (by G. W. Moore in 1934) M

Altonah, 5.1 mi. E. of, 30 ft. N. of rd., 75 ft. NE. of rd. fork, in saddle,

on boulder; chiseled square. _______________________.________^_ 6, 442. 68

Altonah, 6.2 mi. E. of, 40 ft. SE. of rd., at S. boundary of woods, at

drain crossing, on boulder; chiseled square._____________________ 6, 450. 06

Altonah, 6.5 mi. E. of, 110 ft. SW. of junction of rd. S., 105 ft. E. of

woods crossroad, 20 ft. SE. of rd., in concrete post; standard tablet

stamped "M 49 1934 6497"._-___--_-_____--_-__-____.-___--- 6, 497. 943 

Reference mark, 114 ft. NE. of tablet, 11 ft. NW. of rd., in base on

W. side of scrub cedar tree; copper nail and washer_-__-_--_-_-__ 6, 495. 28 

Altonah, 7.1 mi. NE. of, 150 ft. N. of junction of Altonah-Neola and

Dry Gulch rds., 30 ft. NE. of Dry Gulch rd., in root on S. side of

14-in. cottomvood tree; copper nail and washer____.___-._-______ 6, 395. 13

Altonah, 8.0 mi. NE. of, 10 ft. W. of rd., on rocky hillside, on boulder;

chiseled square.______________________________________________ 6, 487. 82

Altonah, 8.5 mi. NE. of, 15 ft. NW. of rd., at top of small rise over

hill, in concrete post; standard tablet stamped "M 50 1934 6546"_ 6, 547. 208 

Reference mark, 77 ft. SE. of tablet, in root on W. side of 12-in.

cotton wood tree; copper nail and washer. ______________________ 6, 539. 65

Altonah, 9.2 mi. NE. of, 25 ft. SE. of second-class crossroad, on

boulder; chiseled square__-__--__-___-________-________-_--__- 6, 609. 93

Altonah, 10.3 mi. NE. of, 35 ft. W. of rd., on rocky hillside, in boulder;

standard tablet stamped "M 51 1934 6720".__________________ 6, 720. 896

Reference mark, 86 ft. N. of tablet, on boulder; chiseled square.____ 6, 719. 41

Altonah, 11.2 mi. NE. of, 190 ft. E. of rd., in root on W. side of 10-in.

cottonwood tree; copper nail and washer_______________________ 6, 820. 30

Altonah, 11.8 mi. NE. of, 10.6 mi. NW. of Neola, 135 ft. W. of ford

over Dry Gulch Creek, 140 ft. NW. of junction of dim rd., 30 ft.

W. of rd., in concrete post; standard tablet stamped "M 52 1934

6884".-_-______-__.____.___________________________________ 6,884. 116

J' An excessive error in this line has been disposed of by adjustment.
56 SPIRIT LEVELING IN UTAH, 1897-1938

Reference mark, 120 ft. NE. of tablet, in root on W. side of 14-in. Fed 

cottonwood tree; copper nail and washer.__-_-__-__--_-___-____ 6, SS2. 45

Neola, 9.4 mi. NW. of center of crossroads, 250 ft. N. of spring, 15 

ft. E. of rd., at base of E. side of narrow bench, on W. side of creek, 

in base on S. side of 14-in. cottonwood tree; copper nail and 

washer.____________________________________________________ 6, 726. 11

Neola, 8.3 mi. NW. of, 6 ft. N. of rd., in base on S. side of S-in. cedar

tree; copper nail and washer-_________________________________ 6, 475. 91

Neola, 7.2 mi. NW. of, 90 ft. S. of junction of rd., 16 ft. SW. of Monarch sawmill rd., in concrete post; standard tablet stamped "M 53 

1934 6325"_'_____________________________._________________ 6, 325. 057

Reference mark, 92 ft. N. of tablet, 9 ft. E. of rd., on buried boulder;

chiseled square.-_______________________________________'_____ 6, 328. 03

Neola, 6.2 mi. NW. of, 50 ft. N. of rd., on side of hill at curve in rd.,

on boulder; chiseled square.__________________________________ : 6, 233. SO

Neola, 5.7 mi. NW. of, 25 ft. NW. of rd., on point of hill, in large 

boulder; standard tablet stamped "M 54 1934 6255"_.._____-_-_ 6, 255. 459

Reference mark, 95 ft. NE. of tablet, on boulder; chiseled square. __ 6, 251. 23

'Neola, 4.7 mi. NW. of, 300 ft. W. of ford, 15 ft. N. of rd., at base of

hill, on boulder; chiseled square, _______-_l_________--_-_-_-___ 6, 040. 05

Neola, 1.0 mi. N. and 2.7 mi. W. from, 15 ft. S. of rd., on point of hill, 

in concrete post; standard tablet stamped "M 55 1934 6093"---- 6, 093. 570

Reference mark, 257 ft. E. of tablet,. 50 ft. N. of rd., in SE. corner of

head gate; copper nail and washer.______.________---______-_-- 6, 090. 01

Neola, 1.0 mi. N. and 1.7 mi. W. from, 45 ft. S. of rd. at curve, at drain

crossing on bench, on boulder; chiseled square__--_-_--______---- 6, 199. 72

Neola, 1.0 mi. N. and 1.5 mi. W. from, at bridge over irrigation ditch,

in log retaining wall; copper nail and washer. _____--_____--_-___ 6, 222. 96

Neola, 1.0 mi. N. and 1.0 mi. W. from, 33 ft. N. and 58 ft. E. from center 

of crossroads, in fence line, in concrete post; standard tablet 

stamped "M 56 1934 6'227"________._..__.__.___.____....'._.. 6, 227. 407

From Bridgeland north by way of Upalco and Bluebell to road junction 4 miles 

east of Altonah (by G. W. Moore in 1934)

Bridgeland, 1.0 mi. NE. of post office, 9.0 mi. S. of Upalco, 25 ft. N. of 

rd., on hill, in root on S. side of 10-in. cottonwood tree; copper nail 

and washer__________________________________________________ 5, 340. 93

Upalco, 8.4 mi. S. of, 75 ft. NW. of E. apex and 85 ft. E. of W. apex of 

triangle of rd. forks, 45 ft. N. of rd., in root on W. side of 8-in. 

cottonwood tree; copper nail and washer.__-__-__-_______--___- 5, 336. 68

Upalco, 7.6 mi, S. of, 0.4 mi. S. of NW. cor. sec. 34, T. 3 S., R. 3 W., 

20 ft. E. of rd., in concrete post; standard tablet stamped "M 92 1934 

5342"..__________________________________________________ 5,342.657

Upalco, 7.2 mi. S. of, 112 ft. W. of dim crossroads, on summit of ridge; 

top of iron post with General Land Office cap stamped "T. 3 S., 

R. 3 W., sees. 27, 28, 33, and 34 1919------------------------- 5, 378. 125

Upalco, 6.2 mi. S. of, at SE. corner of wooden bridge over creek, in 

top of wood pile; copper nail'and washer._-_-___-__----_-------- 5, 296. GO

Upalco, 5.2 mi. S. of, 68 ft. S. and 29 ft. W. from crossroads, 12 ft. S. 

of corner of fence, in concrete post; standard tablet stamped 

"M 93 1934 5329"_____---_-----------_. ----------------- 5, 329. 869

Reference mark, 83 ft. NE. of tablet, at NW. corner of wooden irrigation control gate, in top of post; copper nail and washer._________ 5, 330. 98

Upalco, 4.4 mi. S. of, 33 ft. NW. of crossroads, 17 ft. SW. of center of

wooden bridge over ditch, on buried boulder; chiseled square.----- 5, 357. 34
DUOHESNE QUADRANGLE 57

Upalco, 3.0 mi. S. of, 32 ft. N. and 43 ft! W. from crossroads, 13 ft. W.

of corner of fence, in concrete post; standard tablet stamped "M 94 Feet

1934 5429"..------.-..------------------.-----.---.-.-.--. 5, 429. 649

Reference mark, 165 ft. S. and 19 ft. E. from tablet; top of iron post

with General Land Office cap stamped "N. 337 S. J. 488, H. T. 332,

1919, T. 3 S., R. 3 W., sees. 3, 4, 9, and 10"....__ _ _._.______ 5, 426. 103

Upalco, 2.1 mi. S. of, on SE. side of wooden bridge over Lake Fork,

in plank floor; copper nail and washer.-_-_-_-_-___-_-_______._. 5, 479. 08

Lake Fork River; surface of water May 19, 1934.__. T ______________ 5, 471. 6

Upalco, 1.2 mi. S. of, 22 ft. S. of rd., 22 ft. E. of corner of fence, in

concrete post; standard tablet stamped "M 95 1934 .5710"____ 5, 710. 667 

Reference mark, 220 ft. N. and 20 ft. W. from tablet, 20 ft. W. of rd.,

6 ft. E. of fence, in root on NE. side of 14-in. cottonwood tree; copper

nail and washer.__-__-____-_---_--___-__--_-_______--_______ 5, 712. 52

Upalco, at meeting house, 133 ft. W. of rd., on NE. corner of third

concrete step; chiseled square.________________________________ 5, 760. 26

Upalco, 0.5 mi. N. of, 30 ft. S. and 50 ft. W. from junction of T-rd. W.,

in concrete post; standard tablet stamped "M 96 1934 5774".__. _ 5, 774. 447 

Reference mark, 166 ft. N. of tablet, 35 ft. W. of rd., in root on W. side

of twin cottonwood tree; copper nail and washer.____-_--__-_____ 5, 773. 72 

Upalco, 1.5 mi. N. of, 38 ft. W. of rd., at summit of hill, on boulder;

chiseled square.__--___-_-___---___-___-_--___.______________ 5, 935. 90

Upalco, 2.5 mi. N. of, 20 ft. E. of S. apex of triangle of rd. forks, at

summit of hill, in concrete post; standard tablet stamped "M 97 1934

6034"---.---------------------.----------------------__-_-. 6,035. 032

Reference mark, 61 ft. NW. of tablet, 15 ft. W. of rd., in base of scrub

cedar tree; copper nail and washer.____________________________ 6, 034. 63

Upalco, 3.6 mi. N. of, 2.2 mi. S. of Bluebell, 350 ft. N. of private rd.,

12 ft. W. of rd., at summit of hill, on rock outcrop; chiseled square. _ 6, 078. 82 

Bluebell, 1.2 mi. S. of, 4.6 mi. N. of Upalco, 870 ft. S. of crossroads,

30 ft. E. of rd., in concrete post; standard tablet stamped "M 98

1934 6076" __---------------------------------_---._ 6,076. 549

Crossroads; road surface at center of_____________________________ 6, 086. 3

Bluebell, 0.7 mi. S. of, on summit of hill, 75 ft. W. of rd., 25 ft. N. and

50 ft. W. from corner of fence, in root on N. side of 15-in. cottonwood

tree; copper nail and washer._________________________________ 6, 169. 36

Bluebell, 1.0 mi. N. of, 90 ft. S. and 20 ft. W. from junction of T-rd. W.,

in concrete post; standard tablet stamped "M 99 1934 6234"_.-_. 6, 235. 151 

Bluebell, 2.0 mi. N. of, 4.2 mi. E. and 1.0 mi. S. from Altonah, 40 ft. E.

of rd., near summit of hill, on rock outcrop; chiseled square.-__.___ 6, 323. 95

From Vernal quadrangle 0.7 mile northwest of Roosevelt northwest along 

road to Neola, thence east into Vernal quadrangle (by 0. W: Moore in 1934)

Roosevelt, 1.7 mi. NW. of post office, 485 ft. NW. of junction of 

T-rd. W., at large wooden bridge over creek, at S. end of E. guard 

rail; ring bolt.:_--_______--___-___-_----_-___-______________ 5, 150. 92

Roosevelt, 2.4 mi. NW. of, 7.7 mi. S. of Neola, 35 ft. NE. of rd., in,

concrete post; standard tablet stamped "M 23 1934 5217".._... 5, 217. 069

Neola, 6.6 mi. S. of crossroads, 125 ft. NE. of rd., in root on W. side of

9-in. cottonwood tree; copper nail and washer.___-.___..________ 5, 293. 91

Neola, 5.7 mi. S. of, 30 ft. N. and 50 ft. W. from junction of rd. E., in

concrete post; standard tablet stamped "M 24 1934 5425"_.__._ 5, 425. 223

Reference mark, 175 ft. NW. of tablet, 30 ft. W. of private rd., in

brace pole of power line; iron spike. ___________________________ 5, 427. 41
58 SPIRIT LEVELING IN UTAH, 1897-1938

Neola, 4.0 mi. S. of, 20 ft. W. of rd., 20 ft. N. of corner of fence, in con- Met

crete post; standard tablet stamped "M 25 1934 5602"____ ______ 5, 602. 008

Reference mark, 101 ft, N. of tablet, in brace pole of power line; iron

spike-----------------------------------------_--_-_________ 5, 604. 28

Neola, 3.0 mi. S. of, 30 ft. S. and 16 ft. W. from cross lane, in brace

pole of power line; iron spike--_-_-_-_-______--_-____-________- 5, 687. 13

Neola, 2.0 mi. S. of, 20 ft. N. and 20 ft. W. from junction of T-rd. E.,

in concrete post; standard tablet stamped "M 26 1934 5774"_____ 5, 773. 816 

Reference mark, 96 ft. N. of tablet, in brace pole of power line; iron

spike.. _ _-_-------___-__--_----_--_______-________________ 5, 775. 84

Neola, 30 ft. S. and 100 ft. W. from crossroads, in concrete post;

standard tablet stamped "M 27 1934 6017". _...________ _______ 6, 017. 014

Reference mark, 70 ft. NE. of tablet, on SW. corner of concrete platform of Neola Trading Co. store; chiseled square--- --____-___-_- 6, 018. 37

DUNSTEIN QUADRANGLE

[Latitude 40°30'-41°00'; longitude 112°30'-113°00'] 

TOOELE COUNTY

From Saltair quadrangle at point in sec. 11, T. 2 S., R. 6 W. west across country 

about 2 miles to Lincoln Highway, thence southeast and back into Saltair 

quadrangle (by E. E. Harris in 1922)

Grantsville, 6.5 mi. NW. of post office, near center of sec. 9, T. 2 S., R. 

6 W., 30 ft. E. of Lincoln Highway, 20 ft. W. of cut-off rd., in concrete post; standard tablet stamped "1922 H 52"-_____________" 4,249.336

Grantsville, 5.8 mi. NW. of, in sec. 9, T. 2 S., R. 6 W., on W. side of 

highway, in center of top of concrete wall of culvert; chiseled 

square. ____________________________________________________ 4, 273. 71

Grantsville, 5.5 mi. NW. of, in sec. 16. T. 2 S., R. 6 W., on E. side of 

curve in highway, in center of top of concrete wall of culvert; 

chiseled square_---------------------------_---_-_-_-____^___ 4, 271. 19

Grantsville, 5.1 mi. NW. of, in sec. 16; T. 2 S., R. 6 W., on W. side of

highway, in center of top of concrete wall of culvert; chiseled square. 4, 273. 87

Grantsville, 4.5 mi. NW. of, in sec. 21, T. 2 S., R. 6 W., on E. side of 

curve in highway, 180 ft. S. of junction of rd. W., in center of top of 

concrete wall of culvert; chiseled square. _______________________ 4, 277. 82

Grantsville, 4.1 mi. NW. of, in sec. 22, T. 2 S., R. 6 W., on W. side of 

highway, opposite telephone pole 1689, in center of top of concrete 

wall of culvert; chiseled square. _______________________________ 4, 281. 30

Grantsville, 3.6 mi. NW. of, in sec. 22, T. 2 S., R. 6 W., on W. side of 

highway, opposite telephone pole 1668, in center of top of concrete 

wall of culvert; standard tablet stamped "1922 H 53" ___________ 4, 296. 074

Reference mark, 21 ft. N.80°E. of tablet, on S. end of concrete culvert; 

chiseled square. ________-_-__-_---_--_---__-___--____------__ 4, 295. 74

Grantsville, 3.1 mi. NW. of, in sec. 23. T. 2 S., R. 6 W., on E. side of 

highway, opposite telephone pole 1654, in center of top of concrete 

wall of culvert; chiseled square. _______________________________ 4, 294. 24

From Saltair quadrangle at point in sec. 35, T. 2 S., R. 6 W., west along road o.s 

mile (by E. E. Harris in 1922; double-run spur line)

Grantsville, 2.7 mi. W. of. in sec. 34, T. 2 S., R. 6 W., 50 ft. N. of rd.;

standard iron post with bronze cap stamped "1922 H 55". - 4, 650. 472 

Reference mark, 190 ft. N.30°E. of post, on large boulder; chiseled

--------.----------------------------------.----.---- 4, 641. 79"

These figures may be 1 ft. too high.
"SPIRIT LEVELING IN UTAH, 1897-1938 59

DUTCH MOUNTAIN NO. 2 QUADRANGLE

[Latitude 40°15'-40°30'; longitude 113°45'-114°00'] 

TOOELE COUNTY

From Gold Hill quadrangle northwest along Deep Creek Railroad to Garrison 

Monster water tank, thence along second-class roads southwest 1.6 miles 

and northwest 3.5 miles, thence southwest and back into Gold Hill quadrangle (by S. I. Parker in 1934)

Gold Hill, 6.7 mi. along R. R. NE. of, 1.1 mi. SE. of Garrison Monster 

water tank, 310 ft. S. of telegraph pole 38, 20 ft. W. of track, on im- Feet 

bedded boulder 19 in. in diameter; chiseled square. ____._---_--__ 4, 382. 29

Garrison Monster water tank, 4 ft. E. of W. end of N. sill of tank, in

top of sill; copper nail and washer._____________________________ 4, 335. 10

Garrison Monster water tank, 1.0 mi. along pipe line SW. of, on rocky 

spur on N. side of Dutch Mtn., 365 ft. E. of pipe line, 2 ft. E. of 

cairn, in blue stone outcrop; standard tablet stamped "P 29 1924". 4, 593. 805

Reference mark, 12 ft. S. of tablet, on blue rock ledge; chiseled square. 4, 593. 68

Garrison Monster water tank, 1.6 mi. SW. of, 0.9 mi. in air line NW. 

of Garrison Monster Mine, 150 ft. SW. of junction of rd. SE., on 

stone set in place and extending 10 in. above ground; chiseled square. 4, 845. 19

Garrison Monster water tank, 2.3 mi. SW. of, 28 ft. S. of old rd., on 

embedded boulder 2 ft. in diameter; chiseled square.............. 4, 843. 89

Garrison Monster water tank, 3.6 mi. SW. of, 12 ft. S. of rd., on boulder 

set in place and extending 3 in. above ground; chiseled square...... 4, 831. 71

Garrison Monster water tank, 4.2 mi. SW. of, 100 ft. W. of wash, near 

junction of rd. SE., 55 ft. N. of rd., in blue boulder 4 ft. in diameter 

and 4 ft. high; standard tablet stamped "P 30 1924"._.________ 4, 860. 109

Reference mark, 4 ft. N. of tablet, on boulder; chiseled square.______ 4, 859. 84

Garrison Monster water tank, 4.8 mi. SW. of, at point of hill, 195 ft. S.

of rd., 9 ft. SW. of cairn, on blue stone ledge; chiseled square._____ 4, 872. 97

Garrison Monster water tank, 5.6 mi. SW. of, 9.0 mi. NW. of Gold 

Hill, 120 ft. E. of rd., on 12- by 9-in. rectangular rock set in place 

and extending 6 in. above ground; chiseled square..._____________ 4, 948. 26

From Gold Hill quadrangle northwest along Ferber road 1.5 miles, thence 

south along road in Deep Creek Valley and back into Gold Hill quadrangle 

(by S. 1. Parker in 1924)

Gold Hill, 10.4 mi. NW. of, 1.3 mi. SE. of junction of Deep Creek rd., 

50 ft. N. of rd., on edge of small wash and about 5 ft. higher than 

bed of wash, on ledge; chiseled square._________________________ 4, 914. 45

Gold Hill, 11.5 mi. NW. of, 0.2 mi. E. of junction of Deep Creek rd., 

49 ft. S. of rd., on N. side of rock-crowned hill, in ledge; standard 

tablet stamped "P 19 1924"______--____._--.________________ 4, 957. 545

Reference mark, 25 ft. N. of tablet, 24 ft. S. of rd., on rock set in place

and extending 4 in. above ground; chiseled square.______________ 4, 951. 27

DUTCH MOUNTAIN NO. 4 QUADRANGLE

[Latitude 40°00'-40°15'; longitude 113°30'-113°45'] 

TOOEIE COUNTY

From Callao quadrangle near Redding Spring north along road to point south 

of old Lincoln Highway, thence northwest into Gold Hill quadrangle (by 

' S.I. Parker in 1924)

Callao, 6.6 mi. N. of, 40 ft. NW. of center of crossroads; top of iron pipe

1 in. in diameter and extending 6 in. above ground.____..___-__- 4, 323. 31

Callao, 7.6 mi. N. of, about 0.5 mi. E. of lone black granite peak, 45 ft. 

W. of rd., in 9- by 9-in. gray granite rock set in place and extending 

8 in. above ground; standard tablet stamped "P 3 1924"..______ 4, 336. 208
60 SPIRIT LEVELING UN UTAH, 1897-1938°

Reference mark, 5 ft. N. of tablet, on large boulder set in place; chiseled Fett 

square---_--_-----_-.------___--_--_------_--_--__._________ 4, 335. 61

Callao, 8.7 mi. N. of, 25 ft. W. of rd., on boulder set in place and extending 9 in. above ground; chiseled square___-_----__-_____________ 4, 400. 33

Callao, 9.8 mi. N. of, 30 ft. W. of rd., on stone set in place and extending 6 in. above ground; highest point, enclosed by chiseled square.- 4, 484. 79 

Callao, 10.8 mi. N. of, 30 ft. SW. of rd. at sharp curve, 50 ft. N. of bed

of large wash, on 24- by 18-in. boulder; chiseled square.._________ 4, 549. 38

Callao, 11.2 mi. N. of, 90 ft. W. of rd., in 3- by 3-ft. boulder extending

2 ft. above ground; standard tablet stamped "P 4 1924". _______ 4, 593. 311

Reference mark, 10 ft. SE. of tablet, on large boulder in place and

extending 8 in. above ground; chiseled square________._.____._._ 4, 592. 47

Callao, 12.0 mi. N. of, 30 ft. E. of rd., on gray granite boulder set in

place and extending 8 in. above ground; chiseled square._________ 4, 585. 96

Callao, 13.0 mi. N. of, 50 ft. E. of rd., on N. end of large white boulder

in place and extending 14 in. above ground; chiseled square__-____ 4, 749. 76 

Callao, 13.9 mi. N. of, on N. bank of small wash, 20 ft. W. of rd., on

gray granite boulder in place; chiseled square. ___-___-____---___ 4, 754. 57 

Callao, 14.4 mi. N. of, 315 ft. W. of rd., in 5- by 3-ft. granite boulder

extending 2 ft. above ground; standard tablet stamped "P 5 1924" _ 4, 750. 058 

Reference mark, 26 ft. E. of tablet, on 2- by 2-ft. granite boulder

extending 1 ft. above ground; chiseled square.__________________ 4, 747. 49

Callao, 15.1 mi. N. of, 22 ft. W. of rd., on granite boulder 31 in. in

diameter; chiseled square____ __________________________________ 4, 668. 90

Callao, 15.9 mi. N. of, 26 ft. W. of rd., on gray granite boulder 3 ft. in

diameter and extending 2 ft. above ground; highest point, enclosed

by chiseled square.__________________________________________ 4, 640. 81

Callao, 16.6 mi. N. of, 6.5 mi. SE. of Gold Hill, 130 ft. W. of rd., on

top of 4- by 4-ft. granite boulder extending 16 in. above ground;

chiseled square.___________ ____'__________________ ^ ___________ 4, 701. 06

ELK RIDGE QUADRANGLE

[Latitude 37°30'-38°00'; longitude 109°30'-110°00'] 

SAN JUAN COUNTY

From Verdure quadrangle at sec. 21, T. 32 S., R. 22 E., northwest along Dugout 

ranch road into Carlisle quadrangle (by C. C. Rich in 1934)

Church Rock, 12.9 mi. W. of, 7.5 mi. SE. of Dugout ranch, 170 ft. E. 

of gate in fence at base of cliff, 50 ft. S. of face of 70-ft. sandstone 

cliff, 35 ft. S. of rd., in root on NE. side of 60-in..lone cottonwood 

tree; copper nail and washer____________________________________ 6, 164. 04

Dugout ranch, 6.5 mi. SE. of, 25 ft. W. of vertical sandstone ledge, 

25 ft. E. of Indian Creek, 10 ft. E. of rd., in sandstone outcrop; 

standard tablet stamped "6074 CR 7 1934" ___________________ 6, 072. 62

Reference mark, 210 ft. S. of tablet, on N. side of small clump of oak 

trees, in root on E. side of 5-in. blazed oak tree; copper nail and 

washer______. _-_-_-___-_---__----_-- ----.----.--------_-.--- 6,065. 00

From Carlisle quadrangle at sec. 10, T. 32 S., R. 21 E., along road and U. S. 

Forest Service trail southwest to Gooseberry ranger station, thence along 

U. S. Forest Service trail east by way of Mount Linnaeus into Verdure quadrangle near Camp Jackson (by C. C. Rich in 1934)

DugOUt ranch, 6.0 mi. SW. Of, on SE. Side of Cottonwood Canyon, 

180 ft. SE. of SE. side of large wash, 60 ft. SE. of salt rd., in large 

sandstone boulder; standard tablet stamped "5680 CR 13 1934". 5, 678. 275
ELK RIDGE QUADRANGLE 61

Reference mark, 60 ft. SW. of tablet, on SE. corner of sandstone feet 

boulder; chiseled square__-_---__----_-----..--___-____________ 5, 678. 70

Dugout ranch, 7.0 mi. SW. of, on NW. side of Cottonwood Canyon, 

at toe of slope of small ridge, 125 ft. N. of NW. corner of fence, on 

N. corner of sandstone boulder; chiseled square-----__-_--_-.____ 5, 750. 54

Dugout ranch, 8.1 mi. SW. of, on W. side of Cottonwood Canyon, 

650 ft. WSW. of N# cor. sec. 28, T. 32 S., R. 21 E., in NE. corner 

of large sandstone boulder; standard tablet stamped "5845 CR 14 

1934"-----.----_____..____-________-_--_-__----__----_____-_ 5,843. 932

Reference mark, 158 ft. NNE. of tablet, on corner of sandstone boulder;

chiseled square. _____________________________________________ 5, 837. 84

Dugout ranch, 9.0 mi. SW. of, on toe of SE. slope of prominent knoll 

in center of Cottonwood Canyon, on sandstone outcrop; chiseled 

square-------.--------------.---- ..i-..------.-.-.-........ 5, 913. 33

Dugout ranch, 10.1 mi. SW. of, on N. side of fork of Cottonwood and 

Stevens Canyons, 170 ft. WSW. of U. S. Forest Service milepost, 

in conglomerate boulder; standard tablet stamped "5988 CR 15 

1934".__._----_.__.---_-- .--__.-----------_--__-.__-----._- 5, 986. 390

Reference mark, 52 ft. N. of tablet, on sandstone boulder; chiseled 

square----_----_._----------- _-_-__---____-_-_____--______ 5, 986. 03

Dugout ranch, 11.0 mi. SW. of, 1.0 mi. W. of mouth of Stevens Canyon, 

at toe of small spur on N. side of canyon, on sandstone boulder; 

chiseled square.__._________-___.__'______-____.______________ 6, 049. 59

Dugout ranch, 12.1 mi. SW. of, 12.4 mi. NE. of Gooseberry ranger sta., 

2.1 mi. W. of mouth of Stevens Canyon, on N. side of canyon, in 

sandstone boulder; standard tablet stamped "6117 CR 16 1934". 6, 115. 267

Reference mark, 45 ft. E. of tablet, o'n top of S. end of sandstone

boulder; chiseled square.---.-.- ______________________________ 6, 113. 84

Gooseberry ranger sta., 11.4 mi. NE. of, 0.9 mi. NE. of gate in U. S. 

Forest Service fence in Stevens Canyon, 10 ft. S. of S. bank of 

Stevens Creek, on S. side of trail, in root on S. side of 12-in. doubletrunk blazed pinon tree; copper nail and washer_________________ 6, 191. 64

Gooseberry ranger sta., 10.4 mi. NE. of, 650 ft. SW. of gate in fence 

in Stevens'Canyon, 200 ft. E. of small fork in canyon, 60 ft. NW. of 

trail, in large sandstone boulder with two 10-in. pinon trees growing 

out of S. side; standard tablet stamped "6302 CR 17 1934".____ 6, 300. 935

Reference mark, 103 ft. ENE. of tablet, in root on S. side of 14-in.

cedar tree; copper nail and washer..-__________________________ 6, 293. 05

Gooseberry ranger sta., 9.4 mi. NE. of, on N W. side of Stevens Canyon, 

100 ft. N. of N. bank of Stevens Creek, in root on N. side of 12-in. 

pinon tree; copper nail and washer.________________ .____.__'____ 6, 411. 51

Gooseberry ranger sta., 8.3 mi. NE. of, 1,275 ft. SW. of U. S. Forest 

Service milepost at fork in trail, 40 ft. W. of W. bank of Stevens 

Creek, on E. toe of spur extending from W. side of canyon, in sandstone boulder; standard tablet stamped "6550 CR 18 1934"..____ 6, 548. 399

Reference mark, 52 ft. NNE. of tablet, iri root on E. side of 4-in. scrub 

oak tree; copper nail and washer.______:________________-______ 6, 542. 94

Gooseberry ranger sta., 7.4 mi. NE. of, on N. edge of rim of large mesa, 

on W. side of trail, in root on NE. side of 20-in. blazed pinon tree; 

copper nail and washer.__________________________ -.__-_____- 6, 944. 67

Gooseberry ranger sta., 6.4 mi. NE. of, 25 ft. E. of trail, on SE. edge 

of small wash, in sandstone boulder; standard tablet stamped 

"7086 CR 19 1934"______.________-_,__________________ ______ 7, 085,477

127289 40 5 . ' '' '' 
62 SPIRIT LEVELING IN UTAH, 1897-1938

Reference mark, 67 ft. NW. of tablet, in root on E. side of 6-in. cedar feet 

tree; copper nail and washer.-___._____________-__________.___'7, 092. 34

Gooseberry ranger sta'., 5.4 mi. NE. of, on S. side of large clump of 

trees, on S. side of trail, in root on N. side of 40-in. cedar tree; copper 

nail and washer. ____________________________________________ 7, 271. 51

Gooseberry ranger sta., 4.3 mi. NE. of, 150 ft. SE. of trail,. 100 ft. NW. 

of large drainage, in center of sandstone outcrop; standard tablet 

stamped "7454 CR 20 1934"___'________________'_.____________ 7, 452. 462

-Reference mark, 154 ft. E. of tablet, in root on W. side of 36-in. pine

tree; copper nail and washer. __________.______ ________________ 7, 443. 30

Gooseberry ranger sta., 3.4 mi. NE. of, on E. edge of prominent knoll, 

in root on N. side of 36-in. lone "-yellow pine tree;-copper nail and 

washer........ ___----__--_---______________-_--________-___ 7, 717. 03

Gooseberry ranger sta., 2.0 mi. NE. of, 0.5 mi. W. of Round Mtn., at 

head of long, narrow draw, in root on N. side of lone 36-in. blazed 

yellow pine tree; copper nail and washer-_^___--___--__-_-_____- 7, 995. 49

Gooseberry ranger sta., 1.0 mi. NE. of, 0.4 mi. SW. of gate in wire 

fence, 10 ft. W. of trail, in center of small clearing, in sandstone outcrop; standard tablet stamped "8476 CR 21 1934"_____________ 8, 474. 795

Reference mark, 84 ft. NE. of tablet, in root on N. side of 18-in. yellow

pine tree; copper nail and washer...___________________________ 8, 468. 07

Gooseberry ranger sta., 53 ft. W. of, 66 ft. NE. of SW. corner of pasture 

fence, 65 ft. W. of NW. corner of cabin, in sandstone outcrop; standard tablet stamped "8560 CR 22 1934" ________________________ 8, 558. 275

Reference mark, 66 ft. SSW. of tablet, in SW. corner of pasture, in

root on NE. side of 36-in. yellow pine tree; copper nail and washer. 8, 563. 84

Gooseberry ranger sta., 1.0 mi. E. of, 60 ft. S. of trail, 5 ft. W. of northwesternmost of group of six pine trees, near top of slope into South 

Cottonwood Canyon, on sandstone outcrop; chiseled square.----. 8, 405. 32

Gooseberry ranger sta., 2.6 mi. E. of, in South Cottonwood Canyon, 

420 ft. NE. of point where trail crosses Cottonwood Creek, in center 

of small clearing, in fence of sheep corral, in root on N. side of 4'0-in. 

yellow pine tree; copper nail and washer____-_.________________ 7,367.71

Gooseberry ranger sta., 3.8 mi. E. of, on'top of Chippean Ridge (E. 

rim of South Cottonwood Canyon), in center of small saddle, 130 

ft. S. of trail crossing, in sandstone outcrop; standard tablet 

stamped "8121 CR 23 1934"__________...__'____________________ 8, 120. 021

Reference mark, 47 ft. N. of tablet, on sandstone boulder; chiseled 

square___-__-_-__-__'_-______________._____________________ 8, 113. 99

Gooseberry ranger sta., 4.7 mi. E. of, on Dry Mesa, 38 ft. S. of trail, 

25 ft. SE. of lone yellow pine tree on top of small knoll, on N. end 

of sandstone boulder; chiseled square.____J-_-____________-__-_ 8, 081. 67

Gooseberry ranger sta., 5.8 mi. E. of, on Dry Mesa, 650 ft. SW. of salt 

grounds, 120 ft. E. of trail, on top of small knoll, in sandstone outcrop; standard tablet stamped "8053 CR 24 1934"_ ____________ 8, 052. 076

Reference mark, 91 ft. ENE. of tablet,'in root on N. side of 30-in.

yellow pine tree; copper nail and washer._ ______________-_--_-- 8, 044. 47

Gooseberry ranger sta., 6.8 mi. E. of, in center of small canyon, 100 ft. 

NE. of trail, 50 ft. E. of E. bank of fork in wash, in root on W. side of 

24-in. yellow pine tree; copper nail and washer--.-----.--------. 7,662.33

Gooseberry ranger sta., 7.9 mi. E. of, on Dry Mesa, on top of prominent rock-capped knoll, 150 ft. N. of N. side of third of five rock 

reefs, 30 ft. - N. of trail, in sandstone outcrop; .standard tablet 

stamped "7692 CR 25 1934"..___._...___.__________-_ _____ 7,690.572
ELK RIDGE QUADRANGLE 63

Reference mark, 52 ft. SSE. of tablet, 25 ft. S. of trail, in root on NW. net 

side of 36-in. yellow pine tree; copper nail and washer..__________ 7, 691. 62

Gooseberry ranger sta., 8.9 mi. E. of,, on Dry Mesa, on E. side of long 

narrow draw, 50 ft. E. of trail, in root on N. side of 48-in. yellow 

pine tree; copper nail and washer__--_.__.___._________._._._ 7, 649. 80

Gooseberry ranger sta., 10.2 mi. E. of, 12.3 mi. W. of Camp Jackson, 

on slope above Dry Mesa, 60 ft. N. of trail, in most prominent point 

of.sandstone outcrop; standard tablet stamped "7947 CR 26 1934". 7, 946. 103

Reference mark, 55 ft. NE. of tablet, in root on E. side of 6-in. pine

tree; copper nail and washer..________________ ________________ 7, 951. 28

Camp Jackson, 11.3 mi. W. of, 1,400 ft. NW. of narrow divide between 

two box canyons known as "skull and crossbones," in root on W. 

side of second tree from N.. of five yellow pine trees; copper nail 

and washer__-_--_-------_-_-_-_---_-.-_____________________ 8, 290. 62

Camp Jackson, 10.2 mi. W. of, on N. side of saddle in divide between 

small tributaries of Alien and Cottonwood Canyons, 150 ft. N. of 

white cedar post marking fork in trail, in S. end of sandstone outcrop; standard tablet stamped "8101 CR 27 1934".____________ 8, 099. 790

Reference mark, 30 ft. SSE. of tablet, in root on SE. side of 30-in.

yellow pine tree; copper nail and washer.______________________ 8, Q96. 14

Camp Jackson, 9.1 mi. W. of, on W. slope of Mount Linnaeus, 25 ft. 

SE. of spring feeding water troughs, on sandstone boulder; chiseled 

sqiiare--__--------------------------_-----.--_-_--_-_------ 8, 895. 42

Camp Jackson, 7.8 mi. W. of, on W. slope of Mount Linnaeus, on E. 

side of saddle, in N. corner of sandstone boulder; standard tablet 

stamped "9597 CR 28 1934"___...__._._..____._..__.____.___ 9, 595. 882

Reference mark, 31 ft. SSW. of tablet, on small quartzite boulder;

chiseled square._____________________________________________ 9, 589. 11

Camp Jackson, 6.9 mi. W. of, 1.1 mi. W. of point where trail crosses 

highest saddle, 700 ft. W. of lower of two switch-backs in trail on 

upper part of W. slope of Mount Linnaeus, 20 ft. S. of trail, on 

sandstone boulder; chiseled square..__________________________ 10, 139.37

Camp Jackson, 5.9 mi. W. of. in saddle 0.2 mi. N. of Mount Linnaeus 

peak, 20 ft. E. of point where trail crosses saddle, in root on W. side 

of 12-in. spruce tree; copper nail and washer..._______'_________ 10, 735. 57

Camp Jackson, 4.7 mi. W. of, 600 ft. W. of water troughs, 20 ft. N. of 

trail, in quart/ite boulder; standard tablet stamped "10264 CR 29 

1934"---.-----------------_---...._--.-----.-..._..-_.---. 10,262.934

Reference mark, 68 ft. W. of tablet, on N. end of quartzite boulder;

chiseled square.____________________________________________ 10, 266. 89

Camp Jackson, 3.6 mi. W. of, on summit of narrow ridge, 0.7 mi. W. of 

U. S. Forest Service milepost, at head of Indian Creek, 20 ft. N. of 

trail, in root on W. side of 14-in. spruce tree; copper nail and 

. washer.___________________________________________________ 10, 004. 67

Camp Jackson, 2.9 mi. W. of, on saddle between heads of Indian and 

Johnson Creeks, 17 ft. N. of U. S. Forest Service milepost, in 

sandstone boulder; standard tablet stamped "9692 CR 30 1934".__ 9, 691. 179

Reference mark, 49 ft. E. of tablet, in root on S. side of 18-in. balsamtree; copper nail and washer_______________l__________________ 9, 687. 96
64 SPIRIT LEVELING IN UTAH, 1897-1938

From point on U. S. Forest Service trail 4.3 miles northeast of Gooseberry ranger 

station along trail generally southwest to junction of Dark and Trail Canyons, 

thence southeast to Little Notch near head of Kigalia Canyon (by C. C. Rich in

1934)

Gooseberry ranger sta., 4.3 mi. NE., thence 0.5 mi. W. from, 750 ft. 

W. of point where U. S. Forest Service telephone line crosses trail, 

10 ft. NE. of blazed tree, 3 ft. S. of trail, in root on E. side of 48-in. Feet 

yellow pine tree; copper nail and washer.______________________ 7, 724. 95

Gooseberry ranger sta., 4.3 mi. NE., thence 1.5 mi. W. from, on S. slope 

of low knoll, 40 ft. S. of trail, in sandstone boulder; standard 

tablet stamped "7913 CR 36 1934"__.________________________ 7, 911. 559

Reference mark, 9 ft. SE. of tablet, on sandstone boulder; chiseled 

square___----_-___----_------___-_--___-__-________________ 7, 911. 11

Gooseberry ranger sta., 4.3 mi. NE., thence 2.5 mi. W. from, 0.2 mi. S. 

of S. point of Horse Mtn., on S. side of salt ground No. 12, on sandstone boulder; chiseled square.________________________________ 8, 367. 43

Horse Mtn., 1.5 mi. W. of. S. point of, in N. end of Big Flat, 375 

ft. W. of trail, in sandstone boulder; standard tablet stamped "8531 

CR 37 1934"____--_____--_--_____________-________________ 8, 529. 975

Reference mark, 91 ft. S. of tablet, on sandstone boulder; chiseled

square.____________________________________________________ 8, 527. 39

Horse Mtn., 2.3 mi. W. of, 50 ft. N. of fence and 930 ft. W. of gate, in

root on S. side of 48-in. yellow pine tree; copper nail and washer._ 8, 497. 30

Horse Mtn., 3.0 mi. W. of, 300 ft. W. of log corral, in sandstone

boulder; standard tablet stamped "8577 CR 38 1934"___.______ 8,576.015

Reference mark, 49 ft. SE. of tablet, in root on N. side of 30-in. jackpine tree; copper nail and washer._____________________________ 8, 574. 76

Horse Mtn., 4.0 ir>i. W. of, 5.6 mi. E. of head of Trail Canyon, 1,000 

ft. N. of point where ridge narrows into Long Point, 70 ft. N. of 

blazed tree, on sandstone boulder; chiseled square._____.__--____ 8, 659. 71

Trail Canyon, 4.5 mi. E. of head of, on Long Point, 105 ft. SW. of trail,

in sandstone boulder; standard tablet stamped "8632 CR 39 1934" 8, 630. 639

Reference mark, 33 ft. E. of tablet, on sandstone boulder; chiseled 

square.._ _.__-__.____ __ ______________________ 8,632. 01

Trail Canyon, 3.5 mi. E. of head of, 20 ft. S. of dim trail on N. side of 

Long Point, in root on N. side of 30-in. yellow pine tree; copper nail 

and washer.________________________________________________ 8, 660. 19

Trail Canyon, 2.3 mi. E. of head of, on S. side of Long Point, 15 ft. N. 

of trail, in sandstone outcrop; standard tablet stamped "8649 CR 

40 1934"___._____________-_--- ___-----_-- --_-------- 8, 647. 999

Reference mark, 20 ft. S. of tablet, on sandstone outcrop; chiseled

squa*e_________.._-________ ______________-____ --__ 8, 649. 37

Trail Canyon, 1.6 mi. E. of head of, on Long Point, 20 ft. E. of trail, 

in root on W. side of 12-in. yellow pine tree; copper nail and washer_ 8, 614. 15

Trail Canyon, 0.9 mi. E. of head of, 150 ft. SE. of NW. extremity of 

Long Point, in sandstone boulder; standard tablet stamped "8615

" CR 41 1934"________._____________.____-__ --- 8,613.123

Reference-mark, 74 ft. S. of tablet, on sandstone boulder; chiseled 

square__________________._____________.._.__.....___.______ 8, 611. 97

Trail Canyon, 3 ft. NW. of point where trail leaves canyon, in root on

SE. side of 36-in. blazed yellow pine tree; copper nail and washer__ 7, 829. 12

Trail Canyon, 1.0 mi. SW. of head of, in Trail Canyon, above log crib 

runway, in purple sandstone ledge; standard tablet stamped "7086 

CR 42 1934"___________.__________________________________ 7,084.337
ELK RIDGE QUADRANGLE 65

Reference mark, 15 ft. NE. of tablet, on sandstone ledge; chiseled Feet

square._-__-_---____---._-___--_____________________________ 7, 087. 47

Trail Canyon, 2.1 mi. SW. of head of, in Trail Canyon, 50 ft. S. of

trail, 20 ft. NW. of 48-in. yellow pine tree, on sandstone boulder;

chiseled square.______________________________________________ 6, 831. 59

Trail Canyon, 3.2 mi. SW. of head of, in Trail Canyon, 40 ft. NW. of

trail, on NW. side of small drainage, in sandstone outcrop; standard

tablet stamped "6685 CR 43 1934"_..._-.___________________ 6,684.257

Reference mark, 55 ft. E. of tablet, in root on N. side of 24-in. pifion

tree; copper nail and washer._________________________________ 6, 687. 68

Trail Canyon, 4.0 mi. SW. of head of, 7.1 mi. NW. of mouth of Kigalia

Canyon, 100 ft. E. of E. point of junction of Trail and Dark Canyon

drainages, 35 ft. NE. of trail, on sandstone boulder; chiseled square._ 6, 528. 62 

Kigalia Canyon, 5.9 mi. NW. of mouth of, in Dark Canyon, 25 ft. NE.

of trail, on NE. side of drainage, in sandstone outcrop; standard

tablet stamped "6606 CR 44 1934"._________________________' 6, 604. 736

Reference mark, 25 ft. SE. of tablet, in sandstone outcrop; chiseled

square.___--------_-----_-----__-.-_.--_.--________..-_-___ 6, 604. 21

Kigalia Canyon, 4.9 mi. NW. of mouth of, 80 ft. N. of N. bank of

wash, 6 ft. N. of trail, on limestone boulder; chiseled square. __.____ 6, 687. 81 

Kigalia Canyon, 3.4 mi. NW. of mouth of, on E. bank of drainage, 60

ft. E. of trail, in center of limestone ledge; standard tablet stamped

"6759 CR 45 1934"______________________________.......... 6,757.552

Reference mark, 35 ft. NW. of tablet, on limestone ledge; chiseled

square...__________________________________________________ 6,756.02

Kigalia Canyon, 2.3 mi. NW. of mouth of, 3,500 ft. SE. of intersection

of wire fence and wash, 40 ft. W. of trail, in root on N. side of 18-in.

cottonwood tree; copper nail and washer......--..______________ 6, 806. 55

Kigalia Canyon, 1.1 mi. NW. of mouth of, 520 ft. SE. of S. bank of

junction of Dark and Reservoir Canyon drainages, 100 ft. N. of old

rd., 85 ft. N. of Dark Canyon drainage, in sandstone boulder;

standard tablet stamped "6877 CR 46 1934".. ________________ 6, 876. 376

Reference mark, 20 ft. E. of tablet, on sandstone boulder; chiseled

square.____________________________________________________ 6, 876. 36

Kigalia Canyon, 0.1 mi. NW. of mouth of, in Dark Canyon, 40 ft. S. of

old rd., on step at base of large sandstone boulder; chiseled square. 6, 924. 47 

Kigalia Canyon, 1.2 mi. SE. of mouth of, in Kigalia Canyon, on hillside, 740 ft. WSW. of old rd., in sandstone boulder; standard tablet

stamped "7073 CR 47 1934"________________________________ 7,071.939

Reference mark, 35 ft. NW. of tablet, on sandstone boulder; chiseled

square.__-_-_----.-_-----------_--_-----._-.-_---.--_------ 7,074. 75

Kigalia Canyon, 2.2 mi. SE. of mouth of, 100 ft. W. of old rd., in root

on NE. side of 48-in. yellow pine tree; copper nail and washer _______ 7, 081. 37

Kigalia Canyon, 3.3 mi. SE. of mouth of, 25 ft. NW. of old rd., in

sandstone boulder; standard tablet stamped "7154 CR 48 1934"... 7, 153. 055 

Reference mark, 35 ft. E. of tablet, on NW. side of rd., on sandstone

boulder; chiseled square...--..---..___________________________ 7, 144. 52

Kigalia Canyon, 4.3 mi. SE. of mouth of, 30 ft. E. of old rd., in. root on

NW. side of 24-in. jack-pine tree; copper nail and washer____----_-_ 7, 211. 39 

Kigalia Canyon, 5.6 mi. SE. of mouth of, 3.0 mi. NW. of junction of

Notch and Dark Canyon rds., on N. bank of small wash, 124 ft. N.

of old rd., in step near base of large sandstone boulder; standard

tablet stamped "7328 CR 49 1934"________ ____________________ 7, 326. 365
66 SPIRIT LEVELING IN UTAH, 1897-1938

Reference mark, 55 ft. W. of tablet, 125 ft. N. of old rd., in root on N. *"««< 

side of 8-in. quaking aspen tree; copper nail and washer. ___________ 7, 322. 88

Junction of Notch and Dark Canyon rds., 2.0 mi. NW. of, 25 ft. WSW. 

of junction of Dark Canyon rd. and Kigalia ranger sta. trail, in root 

on W. side of 40-in. yellow pine tree; copper nail and washer. _______ 7, 464. 22

Junction of Notch and Dark Canyon rds., 1.0 mi. NW. of, in Kigalia 

Canyon, 40 ft. W. of rd., in root on N. side of 30-in. yellow pine tree; 

coppernailandwasher____-__-_--_______--____-_-__-_____-____ 7, 873. 71

From Verdure quadrangle west along State Highway 95 (Blanding-Natural Bridges 

National Monument highway) to Grand Flat, thence southeast along Mormon 

Trail into Bluff quadrangle.(by E. H. Larson in 1934)

Blanding, 2.2 mi. W. of, 225 ft. W. of junction of old and new rds., 40 

ft. S. of new rd., on limb near ground on W. side of juniper tree; 

copper nail and washer________--___--___-__--_--_-_---__----_- 6, 252. 50

Blanding, 3.8 mi. W. of, on N. rim of Big Canyon, 35 ft. N. of rd., in 

small sandstone boulder; standard tablet stamped "6407 EL 2 

1934"-.___._---_-___--_-----__-_-_--__-_--______----_---_-_ 6,406.041

Reference mark, 75 ft. E. of tablet, 50 ft. N. of rd., on sandstone

boulder; chiseled square____-__--___--_-_____-_-_______________ 6, 404. 18

Blanding, 4.9 mi. W. of, on W. rim of Big Canyon, near top of dugway,

25 ft. SE. of rd., on sandstone ledge; chiseled square _______________ 6, 392. 68

Blanding, 5.9 mi. W. of, in saddle, 55 ft. S. of rd., in sandstone outcrop; standard tablet stamped "6528 EL 3 1934"..______.____,__. 6, 526. 478

Reference mark, 60 ft. E. of tablet, 75 ft. S. of rd., on-sandstone outcrop; chiseled square. _____________ __--_-______-___-___-_-,-_-_ 6, 528. 84

Blanding, 7.0 mi. W. of, at W. edge of sagebrush flat, 36 ft. SE. of 

. rd., on sandstone ledge; chiseled square.-______-_--_ _____________ 6, 451. 85

Blanding, 8.1 mi. W. of, 20 ft. SE. of rd., in sandstone outcrop; standard tablet stamped "6313 EL 4 1934"____._--_..__------------- 6, 312. 152

Reference mark, 65 ft. SW. of tablet, 20 ft. SE. of rd., on sandstone

outcrop; chiseled square___-_-_______-_--_______-_---_-__-_-_ 6, 308. 07

Blanding, 8.8 mi. W. of, on E. rim of Brushy Basin, near point where 

rd. descends into basin, 55 ft. SE. of rd., on sandstone ledge; 

chiseled square.-_-------_-_----__-----_--------__----------- 6, 192. 71

Blanding, 10.5 mi. W. of, in bottom of Brushy Basin, 0.1 mi. W. of 

drainage channel, 25 ft. SW. of rd., in sandstone ledge; standard 

tablet stamped "5534 EL 5 1934".__--_.._-___--.__-----.----- 5, 532. 444

Reference mark, 155 ft. E. of tablet, 20 ft. S. of rd., on sandstone ledge; 

chiseled square. ______._________________-_____-_-___--_---.-_- 5, 530. 43

Blanding, 11.2 mi. W. of, 44 ft. NW. of rd., on sandstone outcrop;

chiseled square.__________________-__________-_--_----------- 5, 705. 02

Blanding, 11.9 mi. W. of, 45 ft. SSW. of rd., in sandstone outcrop;

standard tablet stamped "5717 EL 6 1934"_ ____________!.._.__. 5, 716. 213

Reference mark, 60 ft. E. of tablet, 55 ft. S. of rd., on sandstone

outcrop; chiseled square______---_-___------------------------- 5, 716. 66

Blanding, 13.0 mi. W. of, near summit of hill, 40 ft. SSW. of rd., on 

small sandstone boulder; chiseled square_ __________---_------- 5, 673. 01

Blanding, 14.1 mi. W. of, in Cottonwood Canyon, 150 ft. ENE. of rd., 

in large sandstone boulder; standard tablet stamped "5550 EL 7 

1934".-_l__--___-_-________-_-_____:_______- __--____--_-_ 5,548. 542

Reference mark, 70 ft. NNW. of tablet, 150 ft. ENE. of rd., on sandstone outcrop; chiseled square _______________._-_-_------------ 5, 549. 14
ELK RIDGE QUADRANGLE 67

Blanding, 15.0 mi. W. of, on E. bank of Cottonwood Wash, 10 ft. S. of 

 . rd., on E. side near base of 34-in. cottonwood tree; copper nail and Feet 

washer_------__-----_---_--_-_---_-_-__------_..---__--___ 5, 533. 58

Blanding, 16.0 mi. W. of, near rd. fork, 70 ft. ESE. of rd., in concrete 

post; standard tablet stamped "5833'EL 8 1934"._...___.___.._.. 5, 831. 874

Reference mark, 75 ft. SSW. of tablet, 90 ft. SE. of rd., 3 it. above 

ground in crotch of 8-in. juniper tree; copper nail and washer___._ 5, 830. 36

Blanding, 17.0 mi. W. of, on highest point of ridge, 50 ft. S. of rd., on 

sandstone outcrop; chiseled square__-_----------------_---_---_ 6, 009. 43

Blanding, 17.9 mi. W. of, 30 ft. SW. of rd., in large sandstone outcrop; 

standard tablet stamped "6160 EL 9 1934"..._..___.._.__:._... 6, 159. 000

.Reference mark, 85 ft. NNW. of tablet, 30 ft. WSW. of rd., on sandstone outcrop; chiseled square. ___--------__-_---__--__--______ 6, 158. 76

Blanding, 18.8 mi. W. of, near rd. fork, 70 ft. N. of rd., 1 ft. above

ground, in crotch of juniper tree 6 ft. tall; copper nail and washer.. 6, 187. 14

Blanding, 20.0 mi. W. of, 0.2 mi. E. of La Sal Forest boundary, 35 ft. 

NNW.'of rd., in sandstone ledge; standard tablet stamped "6528 

. EL 10 1934"___....___.__.___._._._..._...__...._._..__._.__ 6, 526. 907

Reference mark, 45 ft. NE. of tablet, 35 ft. NNW. of rd., on sandstone 

ledge; chiseled square__._____-.__ -..____-_____._________.____ 6, 516. 85

Blanding, 20.7 mi. W. of, near rd. fork, 30 ft. SSE. of rd., on large sandstone boulder; chiseled square....------------..-.--.....-------- 6,630. 18

Blanding, 22.1 mi. W. of, 40 ft. SE. of rd., in large sandstone boulder;

standard tablet stamped "7106 EL 11 1934"........._.._...._: 7, 104.950

Reference mark, 90 ft. W NW. of tablet, 40 ft. NW. of rd., on sandstone 

boulder; chiseled square. _-__.__-____--_----__--__--_--__---__ 7, 110. 06

Blanding, 23.4 mi. W. of, at rd. fork near summit of hill, 35 ft. S. of 

rd., on small sandstone boulder; chiseled square_-.__________..__ 7, 573. 29

Blanding, 24.5 mi. W. of, 60 ft. N. of rd., in small sandstone outcrop; 

standard tablet stamped "7829 EL 12 1934"_....___._...__.__. 7, 828. 072

Reference mark, 100 ft. W. of tablet, 90 ft. N. of rd., on sandstone outcrop ; chiseled square..___-___-._____-..___.____________________ 7, 826. 10

Blanding, 25.7 mi. W. of, 90 ft. N. of junction of abandoned and new

rds., on E. side of 36-in. pine tree near base; copper nail and washer. 8, 133. 54

Blanding, 27.1 mi. W. of, 1.3 mi. E. of Kigalia ranger sta., near junction 

of Natural Bridges and Dark Canyon rds., 150 ft. S. of rd., in large 

sandstone boulder; standard tablet stamped "8189 EL 13 1934".. 8, 188. 316

Reference mark, 95 ft. W. of tablet, 225 ft. S. of rd.,.on sandstone

boulder; chiseled square_-_______--_---___--_---.----_-_-._--. 8, 187. 93

Kigalia ranger sta., 0.7 mi. E. of, 70 ft. N. of rd., on sandstone boulder;

chiseled square.________________----_--__-.--_-__---__-_---_- 8, 288. 44

Kigalia ranger sta., 40 ft. SW. of main gate, 110 ft. SW. of rd. to 

Natural Bridges, in sandstone boulder; standard tablet stamped 

"8401 EL 20 1934"..._._.....__.__.;._....__..__..._.._._... 8, 399. 492

Reference mark, 50 ft. SE. of tablet, 2 ft. NW. of NE.-SW. fence of

Kigalia ranger sta., on sandstone boulder; chiseled square--.---.- 8, 402. 90

Kigalia ranger sta., 1.0 mi. SW. of, near head of Arch Canyon, 15 ft. 

N. of rd., at foot of 30-in. pine tree, on sandstone boulder; chiseled 

square._..___-_.:__...-._..._..__.._.._.._-_._--..___._'__.._ 8, 472. 72

Kigalia ranger sta., 2.0 mi. SW. of, in grove of quaking aspen trees 

at W. end of flat, 40 ft. S. of rd., in sandstone outcrop; standard 

tablet stamped "8522 EL 21 1934"--__.__..'....._ .'._..__..._ 8,520. 948

Reference mark, 75 ft. ESE. of tablet, 120 ft. S. of rd., in root on N.

side of 12-in. quaking aspen tree; copper nail and washer.-__..._. 8, 520. 93
68 SPIRIT LEVELING IN UTAH, 189.7-1938

Kigalia ranger sta., 2.5 mi. SW. of, 75 ft. SW. of junction of Twin

Springs and Natural Bridges rds., in root on W. side of 36-in. pine Fett 

tree; copper nail and washer _________________________________ 8,494.66

Kigalia ranger sta., 3.3 mi. SW: of, 200 ft. E. of rd., in root on W. side

 of 42-in; pine tree; copper nail and washer._______________________ 8, 483. 78

Kigalia ranger sta., 4.4 mi. SW. of, in pass between Bears Ears Buttes, 

55 ft. W. of rd., in concrete post; standard tablet stamped "8508 

EL 22 1934"_____-___-_-_-___________________ r _____________' 8, 507. 503

Reference mark, 35 ft. S. of tablet, 55 ft. W. of rd., in root on N. side

of 8-in. piflon tree; copper nail and washer____._________._.___- 8, 509. 31

Bears Ears Buttes. 1.0 mi. S. of, at N. end of sagebrush flat, 60 ft. W. 

of rd., on SE. side near base of 12-in. pinon tree; copper nail and 

washer._____-__--_--_---_----.-_----___----_________-____.. 8, 114. 66

Bears Ears Buttes, 2.0 mi. SW. of, on Maverick Point, 30 ft. S. of rd.,

in sandstone boulder; standard tablet stamped "7847 EL 23 1934"_ 7, 845. 752

Reference mark, 50 ft. NW. of tablet, 20 ft. N. of rd., on sandstone

boulder; chiseled square.-.--.--_______-__-_--_.___-____.____- 7, 845. 97

Bears Ears Buttes, 3.1 mi. SW. of, 0.1 mi. S. of La Sal Forest boundary, 35 ft. S. of rd., on N. side near base-of 18-in. pinon tree; copper 

nail and washer. ______---._-_-____--_____-_____-___________. 7, 662. 43

Bears Ears Buttes, 4.3 mi. SW. of, near long dugway, 40 ft. SW. of 

rd., in sandstone outcrop; standard tablet stamped "7530 EL 24 

1934".__-_.__.._-___.___.._--.._.....__.._._______..___..__. 7, 529. 057

Reference mark, 40 ft. NW. of tablet, 40 ft. SW. of rd., on sandstone

outcrop; chiseled square.________________________________ _____ 7, 528. 45

Bears Ears Buttes, 5.5 mi. SW. of, near foot of long dugway, 20 ft. E.

of rd., on sandstone boulder; chiseled square.___________________ 7, 024. 89

Grand Flat, 6.8 mi. SW. of Bears Ears Buttes, 75 ft. NNW. of junction 

of State Highway 95 and Mormon Trail, in concrete post; standard 

tablet stamped "6837 EL 25 1934"....__._______._________._. 6, 836. 098

Reference mark, 55 ft. SSW. of tablet, 70 ft. W. of rd. and trail junction, on W. side near base of. 10-in. pinon tree; copper nail and 

washer.____________________________________________________ 6, 834. 94

Grand Flat, 1.2 mi. SE. of, on N. rim of Grand Gulch, 50 ft. E. of

Mormon Trail, on sandstone outcrop; chiseled square......---..- 6, 791. 62

Grand Flat, 2.1 mi. SE. of, 20 ft. SSW. of trail, in sandstone outcrop;

standard tablet stamped "6763 EL 26 1934"._________...__.__. 6, 761. 914

Reference mark, 30 ft. WSW. of tablet, 35 ft. SSW. of trail, on sandstone ledge; chiseled square.__________________________________ 6, 760. 56

Grand Flat, 3.1 mi. SE. of, 100 ft. E. of trail (now a deep wash), on

NW. side near base of 20-in. pinon tree; copper nail and washer.__ 6, 724. 77

Grand Flat, 4.1 mi. SE. of, on E. side of small wash, 30 ft. W. of trail,

in sandstone outcrop; standard tablet stamped "6566 EL 27 1934". 6, 565. 123

Reference mark, 45 ft. E. of tablet, 15 ft. E. of trail, on W. side near

base of 12-in. pinon tree; copper nail and washer.......---------- 6, 567. 75

Grand Flat, 5.2 mi. SE. of, 105 ft. WNW. of trail, near head of Cane 

Gulch, on W. side near base of lone 8-in. juniper tree; copper nail 

and washer.___________.-___--_.--^_------_----------------- 6, 435. 43

Grand Flat, 6.0 mi. SE. of, 100 ft. WSW. of point where trail emerges 

from Cane Gulch, 40 ft. W. of trail, in large sandstone outcrop; 

standard tablet stamped "6392 EL 28 193.4"___ ----------- 6, 390, 910

Reference mark, 50 ft. WSW. of tablet, 85 ft. W. of trail, on sandstone

outcrop; chiseled square.--____-___ -___________-_________-__ 6, 390. 20
ELK RIDGE QUADRANGLE 69

Grand Flat, 7.0 mi. SE. of, near N. end of Long Flat, 20 ft. W. of

Mormon Trail, on E. side near base of 12-in. leaning pinon tree; Feet 

copper nail and washer.______________^___________________._._ 6, 525. 21

From State Highway 95 at point 1.3 miles northeast of Kigalia ranger station 

generally north along trail on Elk Ridge through The Notch to Gooseberry 

ranger station (by E. H. Larson in 1934)

Kigalia ranger sta., 2.4 mi. NE. of, 100 ft. E. of rd., near pole fence,

on sandstone outcrop; chiseled square------_--__--_------__---_.'8, 312. 94

Kigalia ranger sta., 3.4 mi. NNE. of, in Little Notch, 27 ft. E. of rd., 

in sandstone boulder; standard tablet stamped "8281 EL 14 1934". 8, 280. 158

Reference mark, 60 ft. S. of tablet, 30 ft. E. of rd., on sandstone

boulder; chiseled square_------__--_---------__--_-_--_-----__ 8, 279. 72

Kigalia ranger sta., 4.5 mi. N. of, 60 ft. E. of rd., on sandstone outcrop;

chiseled square._______-_-_____-_---_-___--____-___-_---_._-- 8, 439. 43

Kigalia ranger sta., 6.0 mi. N. of, near E. gate of Babylon pasture, 75 

ft. SSE. of rd., in sandstone outcrop; standard tablet stamped 

"8442 EL 15 1934"._______._...__......._.._......__.. _... 8, 441. 483

Reference mark, 50 ft. NW. of tablet; 35 ft. SSE. of rd., on sandstone 

outcrop; chiseled square._____________________________________ 8, 441. 39

Kigalia ranger sta., 7.1 mi. NE. of, 65 ft. WNW. of rd., on small sandstone boulder; chiseled square.________________________________ 8, 555. 02

Gooseberry ranger sta., 7.4 mi. S. of, 7.9 mi. N. of Kigalia ranger sta., 

40 ft. WNW. of old rd., 15 ft. WNW. of telephone line, in small 

sandstone boulder; standard tablet stamped "8629 EL 16 1934".- 8, 627. 678

Reference mark, 50 ft. WNW. of tablet, 90 ft. WNW. of rd., on small

sandstone boulder; chiseled square-____________________________ 8, 627. 55

Gooseberry ranger sta., 6.6 mi. S. of, 75 ft. S. of point where trail 

begins to descend from South Elk Ridge into The Notch, 20 ft. W. 

of trail, at foot of 30-in. pine tree, on sandstone ledge; chiseled 

square ---_-------_--_--_----------_---_-_-_----_-------_- 8, 717. 86

Gooseberry ranger sta., 6.0 mi. S. of, in saddle of The Notch, 20 ft.

W. of trail, on sandstone boulder; chiseled square--___--_-----_-- 8, 286. 81

Gooseberry ranger sta., 5.5 mi. S. of, near point where trail begins to 

descend from North Elk Ridge into The Notch, 75 ft. NE. of trail, 

in large sandstone boulder; standard tablet stamped "8645 EL 17 

1934"...---_-_--_--_-...--_-_----------------..-.---.-_--- 8,643.566

Reference mark, 55 ft. NE. of tablet, 130 ft. NE. of trail, on boulder;

chiseled square.____i_____________._______________________-__ 8, 648. 82

Gooseberry ranger sta., 4.4 mi. S. of, 75 ft. E. of trail, on small sandstone boulder; chiseled square--_-------_-------_--___-_-_---__ 8, 690. 25

Gooseberry ranger sta., 3.3 mi. S. of, 220 ft. E. of main trail, 420 ft. 

N. of junction of main and second-class trails, 60 ft. W. of secondclass trail following telephone line, in small sandstone boulder; 

standard tablet stamped "8672 EL 18 1934"__.._...__._._.___. 8, 760. 868

Reference mark, 130 f,t. SW. of tablet, 80 ft. NE. of main trail, on

small sandstone boulder; chiseled square_--_-_------_--_--_----- 8, 760. 73

Gooseberry ranger sta., 2.4 mi. S. of, 45 ft. NE. of trail, near N. end

of large sandstone outcrop; chiseled square__--____-_-__--_--__-_ 8, 659. 51

Gooseberry ranger sta., 1.2 mi. S. of, 45 ft. W. of trail, in small sandstone boulder; standard tablet stamped "8702 EL 19 1934"..... 8, 701. 076

Reference mark, 100 ft. E. of tablet, 55 ft. E. of trail, on sandstone

boulder; chiseled square._-__-__---------_-----__-____------__ 8, 705. 15
70 SPIKIT LEVELING IN UTAH, 1897-1938

Gooseberry ranger sta., 0.7 mi. S. of, near fork of trail to Dark Canyon

ranger sta., 50 ft. E. of signpost, 30 ft. E. of trail, on small sandstone Feet 

boulder; chiseled square._____..______-_-____---___--_____-____ 8, 690. 68

From Grand Flat, on Mormon Trail, southwest and northwest along State 

Highway 95 into White Canyon quadrangle (by E. H. larson in 1934; leveled 

twice)

Grand Flat, 1.1 mi. SW. of, 7.9 mi. SW. of Bears Ears Buttes, 20 ft.

W. of rd., on S. side near base of 18-in. pifion tree; copper nail and

washer____-__________-___-_..-___-_---____-__-__---_-__-____ 6, 748. 12

Grand Flat, 2.1 mi. SW. of, 55 ft. ESE. of rd., in sandstone post;

standard tablet stamped "6690 EL 41 1934"___________________ 6, 688. 906

Reference mark, 33 ft. SW. of tablet, 35 ft. ESE. of rd., on ESE. side

near base of 8-in. leaning pifion tree; copper nail and washer_.____ 6, 688. 52 

Grand Flat, 3.1 mi. SW. of, near N. end of sagebrush flat, 55 ft. ESE.

of rd., on SW. side near base of 8-in. lone juniper tree; copper nail

and washer._________________________________________________ 6, 625. 76

Grand Flat, 4.2 mi. SW. of, 4.8 mi. SE. of Edwin Natural Bridge, 40

ft. S. of rd., 10 ft. NW. of trail, in sandstone post; standard tablet

stamped "6549 EL 42 1934"____.__....__.__._ .__._.___.____ 6, 548. 312 

Reference mark, 51 ft. S. of tablet, 90 ft. S. of rd., on E. side near base

of 8-in. pifion tree; copper nail and washer.______________________ 6, 546. 96

Edwin Natural Bridge, 3.6 mi. SE. of, 12 ft. NE. of rd., on SW. side

near base of 10-in. pifion tree; copper nail and washer ._________:_ 6, 430. 34

Edwin Natural Bridge, 2.3 mi. E. of, 33 ft. SSW. of rd., in sandstone *

post; standard tablet stamped "6349 EL 43 1934"___...________ 6, 348. 225

Reference mark, 47 ft. NNE. of tablet, 14 ft. NNE. of rd., on NW.

side near base of 10-in. juniper tree; copper nail and washer. ___.__.. 6, 348. 01

EMERY NO. 1 QUADRANGLE

[Latitude 38°45'-39°00'; longitude ni°00'-lll°15'] 

EMERY COUNTY

From Castle Dale quadrangle southwest along State Highway 10 into Acord 

lakes quadrangle at Emery (by C. H. Williams in 1923; leveled twice)

Emery, 8.0 mi. .NE. of school, 8.0 mi. SW. of Ferron, 1.8 mi. SW. of 

junction of Rochester rd., 40 ft. E. of highway, near telephone 

line;iron pipe stamped "6324"________________________________ 6, 325. 73

Emery, 6.7 mi. NE. of, 0.5 mi. S. of Lowery ranch house, 40 ft. E. of 

highway, on summit of blue ridge, in concrete post; standard tablet 

stamped "10 6393 1923"-------------. .-_.---....L_.________ 6, 395. 123

Emery, 5.7 mi. NE. of, on blue ridge E. of highway; iron pipe stamped

"6383".-._..____.._ _.______.,____....___!-._._ ___________ 6,384.71

Emery, 4.0 mi. NE. of, 0.2 mi. S. of Rochester Canal crossing on 

Lang's Hill, 0.2 mi. N. of rd. junction, 40 ft. E. of highway; iron 

pipe stamped "6287"__.____________________ _ ________________ 6, 288. 97

Emery, 3.3 mi. NE. of, in NE. abutment of steel bridge over Muddy

Creek; standard tablet stamped "11 6193 1923" (recovered by

U. S. C. & G. S. in 1934).__.___:_...-.-.-.1.------------------ 6, 195. 123

Emery, 2.0 mi. NE. of, 200 ft. W. of crossing of irrigation ditch, 30 ft.

S. of highway, in blue clay ridge; iron pipe stamped "6232"_ _______ 6, 233. 97

Emery, 1.0 mi. NE. of, between two large washes, 300 ft. N. of one and

900 ft. S. of other, 20 ft. S. of highway; iron pipe stamped "6262".__ 6, 264. 13 

Emery, 0.8 mi. NE. of, 400 ft. E. of curve, on S. side of highway, near

fence and telephone pole; iron pipe stamped "6246"--_--___-_--_- 6, 247. 48
FAIRFIELD QUADRANGLE , 71

Emery, at E. entrance of public school, in second step; standard tablet Feet 

stamped "12 6247 1923" (recovered by U. S. C. & G. S. in 1934)... 6, 249. 176

FAIRFIBLD QUADRANGLE

[Latitude 40°15'-40°30'; longitude 112°o6'-112°15'] 

SAIT LAKE, TOOEIE, AND UTAH COUNTIES

From Stockton quadrangle near Ophir along roads northeast 1.7 miles, thence 

southeast by way of South Fork of Ophir Canyon and Manning Canyon to 

Fairfleld (by Roscoe Reeves in 1915)

Ophir, 1.0 mi. NE. of, opposite Worthington ranch house, 275 ft. W. of

stream crossing, on S. side of rd., on small boulder; chiseled circle. _ _ 6, 633. 17

Ophir, 2.0 mi. by rd. E. of, 0.6 mi. SE. of junction of Ophir Canyon rd.,

on E. side of rd., on rock; bottom of round hole------------------ 7, Oil. 61

Pphir, 3.6 mi. SE. of, E. of junction of rd. W. to Chloride Point Mine;

standard iron post with bronze cap stamped "8063"-_____________ 8, 063. 524

Ophir, 6.1 mi. SE. of, 1.2 mi. NE. of Mercur, 7.7 mi. NW. of Fairfield, 

on divide, near Tooele-Utah county line, 30 ft. above lowest point 

in saddle, 175 ft. E. of cabin, 40 ft. N. of power line pole, in limestone ledge; aluminum tablet stamped "7243"-.-----------.---- 7, 242. 653

Herriman, 5.0 mi. SW. of, in Rose Canyon, 100 ft. NE. of mouth of

Water Fork, 20 ft. S. of stream, on boulder; chiseled square.___-__. 5, 652. 77

Herriman, 5.6 mi. SW. of, 2 ft. N. of rd., 2 ft. S. of stream, on small

boulder; chiseled square.---________-____________-___._-_.!---- 5, 847. 54

T. 5 S., R. 2 W., 625 ft. WNW. of E# cor. sec. 5, in Oak Spring Canyon, 150 ft. SW. of small wash, N. of Cedar Grove, in boulder about 

4 ft. above ground; aluminum tablet stamped "5607"-_-_-:___--- 5, 607. 233

T. 5 S., R. 2 W., in NEtf sec. 16, in NW. angle of junction of West and 

Oak Spring Canyon rds.; standard iron post with bronze cap 

stamped "5305".._-_.__--...________________________________ 5, 305. 569

T. 5 S., R. 2 W., near SW. cor. sec. 15, 10 ft. S. of small barn, in base of 

small cedar tree; copper nail.____---_____.___________--____._- 5, 249. 86

Cedar Valley post office, 3.4 mi. NE. of, near W. side of NWJ4 sec. 27, 

T. 5 S., R. 2 W., 10 ft. S. of milestone reading "Provo 28% mi.," 

on N. side of rd.; standard iron post with bronze cap stamped 

"5109" ______________________________________________________ 5, 109. 687

Fail-field, 5.3 rni. NE. of, in SE% sec. 2, T. 6 S., R. 2 W., 15 ft. E. of 

telephone pole, on N. side of rd.; standard iron post Avith bronze 

cap stamped "4887"....... ___________________________________ 4, 887. 518

Fairfield, 4.9 mi. NW. of, near Manning mining camp, 40 ft. E. of

spring; aluminum tablet stamped "5987"._..__________________ 5, 987. 314

Fairfield, 2.2 mi. NW. of, on point of long spur 250 ft. NE. of junction 

of Mercur, Cedar Fort, and Fairfield rds., on NW. side of rd., in 

limestone ledge; aluminum tablet stamped "5121"..____________ 5, 120. 896

Fairfield, opposite post office; standard iron post with bronze cap 

stamped "4876"-....________________________________________ 4, 876. 381

From Saltair quadrangle at point in sec. 3, T. 4 S., R. 2 W. along road southwest to head of Rose Canyon, thence southeast to sec. 2, T. 6 S., R. 2 W., 

thence southwest to Fairfleld (by Roscoe Reeves in 1915)

Herriman, 2.1 mi. SW. of, on N. side of rd., 530 ft. E. of gate and fence 

corner, 400 ft. E. of stream crossing, on boulder; bottom of round 

hole...__._________________________..______'__________________ 5, 121. 69

Herriman, 3.0 mi. SW. of, 50 ft. S. of rd., 30 ft. NE. of rock foundation 

of destroyed building, near group of three Balm of Gilead trees, in 

small boulder; aluminum tablet stamped "5271"-...___--_--___ 5, 270. 975
72 SPIRIT LEVELING IN UTAH, 1897-1938

FORT DOUGLAS NO. 1 QUADRANGLE

[Latitude 40°45'-41°00'; longitude 111030'-111°45'] 

MORGAN, SUMMIT, AND SAIT LAKE COUNTIES

From Fort Douglas No. 4 quadrangle at point in sec. 8, T. 1 S., R. 3 E., generally east along Denver & Rio Grande Western Railroad 1.5 miles and back 

into Fort Douglas No. 4 quadrangle (by I. C. Wopdbury in 1899)

Altus, at Salt Lake-Summit county line, at summit, at rear of Bee 

Hive Inn, 150 ft. S. of center line of rd. (present U. S. Highway 40), N: 

of cabin; standard iron post with bronze cap stamped "7041 S LAK" Feet 

(recovered by U. S. C. & G. S. in 1934)__.___ __________________ 7, 042. 499

From Fort Douglas No. 2 quadrangle northeast and north along road up Emigration Canyon to Pinecrest Inn (by A. E. Andrews in 1925; double-run 

spur line)

Fort Douglas Military Reservation, 6.3 mi. NE. of SE. corner of, at 

NW. corner of stock driveway bridge over Emigration Creek, on 

stone abutment; chiseled square_--_-----------------------_--- 5, 635. 65

Fort Douglas Military Reservation, 7.5 mi. NE. of, 30 ft. E. of junction of S. Emigration Canyon and Killyon Canyon rds.; standard 

iron post with bronze cap stamped "17 A 1925"______________ 5, 895. 447

Fort Douglas Military Reservation, 8.4 mi. NE. of, 1.3 mi. S. of Pinecrest Inn, on long switch-back, on NW. side of rd., on sandstone outcrop; chiseled square______________-___-_____-_____________'_ 6, 095. 90

Fort Douglas Military Reservation, 9.7 mi. NE. of, at E. entrance to 

Pinecrest Inn, on N. red sandstone railing, in top coping stone; 

standard tablet stamped "18 A 1925"_-_-_-___._._.___________ 6, 571. 425

Reference mark, 205 ft. E. of tablet, in S. side of concrete platform of

abandoned R. R. sta.; standard tablet not stamped___---___---._ 6, 537. 850

FORT DOUGLAS NO. 2 QUADRANGLE

[Latitude 40°45M1°00'; longitude m°45'-112000']

SAIT LAKE, MORGAN, AND DAVIS COUNTIES

In Salt Lake City (by L. C. Woodbury in 1899; leveled twice)

Salt Lake City, in front of Union Pacific R. R.,sta.; top of rail---.-. 4, 255. 8 

Salt Lake City, at State and Fifth South Streets, in SW. corner of 

grounds of City and County Building, meridian mark cemented in 

stone post; standard tablet stamped "4251 S LAK" (recovered 

 by U. S. C. & G. S. in 1927) __________________________________ 4, 253. 010

From Union Pacific Railroad station in Salt Lake City south along Denver & 

Rio Grande Western Railroad into Fort Douglas No. 3 quadrangle (secondorder leveling by L. F. Biggs in 1910)

U. S. C. & G. S. iron post with standard cap designated "T 1" and

stamped "4259" 28 __________.-_--__________________________ 4, 260. 215

Salt Lake City, opposite Denver & Rio Grande Western R. R. sta.;

top of E. raiL____.__________________________________________ 4, 227. 8

From Saltair quadrangle at point in sec. 7, T. 1 S., R. 1 W., northeast along 

Union Pacific Railroad to point 0.6 miles east of Buena Vista, thence north 

and west along Saltair Speedway and back into Saltair quadrangle (by E. E. 

Harris in 1922)

Buena Vista, 1.6 mi. SW. of sta., in NW). sec. 7, T. 1 S., R. 1 W., 

0.4 mi. W. of milepost 778, 10 ft. S. of track, on NW. corner of concrete foundation of semaphore 77-76; chiseled square-_--__-_-..-_ 4, 232. 58

2* In 1925 this benchmark was reported destroyed.
FORT DOUGLAS NO. 2 QUADRANGLE 73

Buena Vista, 1.2 mi. SW. of, opposite milepost 778, in center of grade Feet 

crossing; copper nail and washer.______________________________ 4, 231. 96

TJ. S. C. & G. S. copper bolt designated "Z !"_-__._________________ 4, 225. 126

Buena Vista, 870 ft. W. of sta., at rd. crossing, 40 ft. W. of milepost 

779, 10 ft. S. of track, on W. side of rd., in center of top of concrete 

wall of culvert; standard tablet, stamping not reported 29 _________ 4, 230. 854

Buena Vista, at sta., in front of telegraph office; top of rail.________ 4, 232. 9

U. S. C. & G. S. cross on copper bolt designated "Y !"____________ 4, 229. 355

Buena Vista, 0.7 mi. NE, of, about 1 mi. S. of S. boundary of Salt Lake 

City airport, on S. side of freight track of Union Pacific R. R., in W. 

end of guard rail of trestle 779-78; top of iron bolt______________ 4, 228. 66

Salt Lake City airport, at S. boundary of, 90 ft. N. of center line of 

North Temple Street, just E. of turn from E. to N. in Saltair Speedway, near ground on E. side of stone monument marking city limits; 

copper bolt leaded vertically_____--__--__-_-_-___-____________ 4, 222. 123

Salt Lake City airport, at N. boundary of, 0.3 mi. E. of turn from N. 

to W. in Saltair Speedway, on E. side of stone monument marking 

city limits; copper bolt leaded vertically________________________ 4, 216. 200

Salt Lake City airport, at NW. corner of, at turn from N. to W. in 

Saltair Speedway, at junction of rd. NE., in top of hub support to 

signboard; copper nail and washer.____________________________ 4, 219. 56

Salt Lake City airport, 0.8 mi. W. of NW: corner of, on N. side of rd., 

in center-of top of concrete parapet wall of bridge over North Point 

Canal; standard tablet stamped "1922 H 35"-_________._______ 4, 225. 726

Reference mark, 21 ft. S.5°E. of tablet, on top of concrete parapet

wall of bridge; chiseled square.__---___-___--..-_-_____________ 4, 225. 85

Salt Lake City airport, 1.2 mi. W. of, in NE. corner of bridge over

North Point Surplus Canal; copper nail and washer.____________ 4, 219. 88

From point 2.5 miles north of Buena Vista north along roads to sec. 29, T. 2 N., 

R. 1 W. (by E. E. Harris in 1922; double-run spur line)

T. 1 N., R. 1 W., on E. side of SEtf sec. 20, on W. side of rd., at SW..

corner of wooden bridge, in end of cross-beam; copper nail and

washer 30 ___________________________________________________ »4, 222. 39

T. 1 N.., R. 1 W., on E. side of NE>lsec. 20, on W. side of rd., on top

of concrete wall of culvert; chiseled square _____________________ 4, 220. 68

T. 1 N., R. 1 W., near NE. cor. sec. 20, 30 ft. S. of center of crossroads,

on W. side of rd., in center of top of concrete parapet wall of bridge

over canal; standard tablet stamped "1922 H 40"__----________ 4,221.741

Reference mark, 22 ft. N.60°E. of tablet, on N. end of E. parapet

wall of bridge; chiseled square. __-___.._--____--_-_--__________ 4, 221. 59

T. 1 N., R. 1 W., near W% cor. sec. 9, just S. of power line crossing, on

E. side of rd., on top of large concrete drain pipe; chiseled square.... 4, 212. 12 

T. 1 N., R. 1 W., in SEtf-sec. 5, at gate in front of dwelling of F. H.

Rudy, in center of concrete step; chiseled square.__--_-_-_______ 4, 216. 95

T. 1 N., R. 1 W., in NE# sec. 5, 0.5 mi. N. of dwelling of F. H. Rudy,

50 ftr E. of rd., in angle in fence line, 20 ft. from each fence, in concrete

post; standard tablet stamped "1922 H 41"..._.._.__..._..._. 4,214.426 

T. 2 N., R. 1 W., in NEtf sec. 32, 1.5 mi. N. of dwelling of F. H. Rudy, .

on E. side of rd., in SE. corner of wooden bridge over sewer canal; 

; copper nail and washer.______________________________________ 4, 213. 02

« This tablet'was set 21 ft. south of the tablet stamped "1922 H 27," which in 1934 was reported covered 

by fill. 

«o In 1932 this benchmark was reported destroyed.
74 SPIRIT LEVELING IN UTAH, 1897-1938

T. 2. N., R. 1. W., in SE# sec. 29, 2.3 mi. N. of dwelling of F. H. Rudy,

150 ft. W. of rd.j in N. end of clearing; standard iron post with bronze Feet 

cap stamped " 1922 H 42"_.___ _.__.________._.__.________._ 4, 207. 714

From Ogden quadrangle north of Farmington south along State Highway 49 

and U. S. Highway 91 to North Salt lake (by A. K, Andrews in 1925)

Farmington, at SE. corner of Main and State Streets, at NW. corner of . 

courthouse grounds, in parking, in concrete post; standard tablet 

stamped"38 A 1925" _....______.___._.____.._________.____ 4, 301. 900

Reference mark, 23 ft. N.40°E. of tablet, on concrete curb; chiseled

square-_____--_ ------_--_---_-_-_-_____-_-_-______ _.._-___ 4, 301. 14

Farmington, 1.0 mi. S. of, on E. side of highway, on N. end of concrete 

head wall of culvert; chiseled square. __________________________ 4, 328. 66

Farmington, 1.6 mi. S. of, 3.0 mi. N. of Centerville, on E. side of highway, on top of concrete head wall of culvert; chiseled square__--__ 4, 289. 79

Centerville, at N. limits of, at N. end of car line, in SE. angle of crossroads, 30 ft. E. of highway, in field, 4 ft. from each fence; standard 

iron post with bronze cap stamped "39 A 1925". _!._______ _______ 4,287.390

Reference mark, 23 ft. N.25°W. of post, on top of concrete curb; 

chiseled square.-_.__---_-_-__-_______..___-__________________ 4, 286. 60

Centerville, 300 ft. S. of Co-op store, S. of private entrance, on W. side

of highway, on concrete head wall of culvert; chiseled square._______ 4, 290. 27

Bountiful, at N. limits of, 35 ft. N. of junction of T-rd. W., 65 ft. W. ofc.enter line of highway, 25 ft. E. of concrete reservoir, on concrete 

head wall of culvert; chiseled square- ___------_-____--_-________ 4, 333. 12

Bountiful, at NW. corner of Main Street and street W. to Woods Cross, 

4 ft. NW. of corner of walk; standard iron post with bronze cap 

stamped"40 A 1925". ________ ._.__.._._._._____._..______. 4, 398. 087

Reference mark, 4 ft. S.45°W. of post, on concrete walk; chiseled 

square--__-_----_--_---_-_--_-___-_--___----________________ 4, 397. 83

Bountiful, 0.8 mi. SW. of, 2.6 mi. NE. of North Salt Lake, 135 ft. N. of 

crossroads, on E. side of highway, on concrete head wall .of culvert; 

chiseled^quare- _______________________________________________ 4, 407. 68

North Salt Lake, 1.3 mi. NE. of, on W. side of highway, on N. end of 

concrete wall of culvert over irrigation canal; chiseled square. ------ 4, 354. 92

North Salt Lake, 100 ft. N. of sta. of Bamberger Electric R. R., at rd. 

crossing; top of W. rail- __ _ ____________________________________ 4, 305. 0

U. S. C. & G. S. iron post with standard cap designated "R 1"_ _______ 4, 260. 185

From City and County .Building,in Salt Lake City along Fourth South Street and 

University Avenue to main entrance of Fort Douglas Military Reservation, 

thence south by way of Fort Douglas wireless station to southwest corner of 

reservation, thence..east to southeast.corner of reservation, thence northwest 

through reservation to Military Way, thence west along First Avenue and 

South Temple Street to Union Pacific Railroad station (by A. K. Andrews in 

1925)

Salt Lake City, near SE. corner of State and Fourth South Streets, 260 

ft. NW. of NW. corner of City and Count}' Building, 52 ft. S. of sidewalk on Fourth South Street, 59 ft. E. of sidewalk on State Street, 

in concrete post; standard tablet stamped "Meridian Mark" (U. S. 

Geological Survey N. meridian mark designated "V 1" by U. S. C. & 

G.S.)-. . -:. 4,259.631

Salt Lake City, at SE. corner of Fourth South and Ninth East Streets,

on curve of curb; chiseled square. __.. r __---------_-_____ _______ 4, 363. 89
FORT DOUGLAS NO. 2 QUADRANGLE 75

Salt Lake City, at NE. corner of University Avenue and South Temple Feet 

Street, in base of steel power pole; top of bolt.___________________ 4, 606. 153

Salt Lake City, 1 block N. of Administration building of University of 

Utah, 35 ft. N. of center line of road at W. entrance to Fort Douglas 

'Military Reservation, 22 ft. NE. of N. gatepost, 10 ft. E. of reservation line; standard iron post with bronze cap stamped " 4 A 1925'' _ 4, 709. 528

Reference mark, 58ft. S. of post, on curb; chiseled square.- __________ 4, 706. 93

Fort Douglas Military Reservation, about 300 ft. NE. of wireless sta., 

100 ft. N. of NE. wireless mast, 35 ft. S. of center line of second-class 

rd., in NW. post supporting transformer platform; spike __________ 4, 712. 29

Fort Douglas Military Reservation, about 375 ft. N. and 300 ft. E. 

from SE. corner-of; standard iron post with bronze cap stamped 

"7A 1925" 31 ___-.._._._ __ . . _ _ _ 4, 629. 679

Fort Douglas Military Reservation, about 1 mi. S. of flag, on S. boundary qf reservation, 40 ft. NW. of crossroads, on concrete rim of 

water main manhole; chiseled square.___________________________ 4, 749. 27

Fort Douglas Military Reservation, near SE. corner of, on N. side of 

Emigration Canyon rd., 50 ft. W. of junction of T-rd. N., in 6-in. 

cottonwood tree; spike.__________.___________.__________'______ 4, 910. 82

Fort Douglas Military Reservation, on NW. corner of pedestal of

Pioneer Monument; chiseled square.- __________________________ 4, 990. 57

Fort Douglas Military Reservation, 0.5 mi. E. of cemetery, on bench 

formed by Lake Bonneville beach (prehistoric); standard iron post 

with bronze cap stamped "8 A 1925"_ ._._.________.__..__.__.- 5, 156. 649

Fort Douglas Military Reservation, 95 ft. W. of abandoned street car 

tracks, 45 ft. N. of center line of Fort Douglas Boulevard, 35 ft. E. 

of center line of Wasatch Boulevard; standard iron post with bronze 

cap stamped "5 A 1925"..---.---. .---.---_-_..-..._-.-.. 4, 829. 813

Reference mark, 43 ft. S.45°E. of post, in 7-in. tree; spike..-------- 4, 832. 24

Salt Lake City, in small park in center of Military Way, at Hilldon

Avenue; standard iron post with bronze cap stamped "6 A 1925" 32 _ 4, 757. 139

Reference mark, 53 ft. N.70°W. of post, on curb; chiseled square_ 4, 756. 79

Salt Lake City, 245 ft. W. of intersection of First Avenue and N Street, 

on S. side of First Avenue, E. of private entrance, on corner of concrete curb; chiseled square.-__________________________________ 4, 462, 52

Salt Lake City, at First Avenue and D Street, in basin under iron

cover, on top of brick; cross.__-__-______-____-_----__---____- 4, 402. 86

U. S. C. & G. S. standard disk designated "U 1".._________ _ _ _ 4, 330. 769

From Fort Douglas Military Reservation northwest along Wasatch Boulevard 

to Eleventh Avenue, thence west to B Street, thence south and east by way 

of observation tower to intersection of D Street and First Avenue (by A. K. 

Andrews in 1925)

Salt Lake City, at Perry's Hollow, 2(3 ft. N. of center line of Wasatch

Boulevard, on center of NE. rail of concrete bridge; chiseled square. 4, 838. 24

Salt Lake City, at SE. corner of Eleventh Avenue and B Street, on

corner of concrete curb; chiseled square.___.___-__---_._-_._-___- 4, 696. 24

Salt Lake City, E. of and across City Creek Canyon from State 

Capitol, 70 ft. NW. of intersection of A Street and Sixth Avenue, 

on E. concrete step of observation tower; chiseled square..______- 4, 560. 44

« This benchmark is on a supplementary line run by Capt. V. R. Woodruff, U. S. Field Artillery, in 1925. 

" This benchmark was reset by J. J. Lynch in 1928 and is now protected by a standard cast-iron city 

monument cover.
76 SPIRIT LEVELING IN UTAH, 1897-1938

From southeast corner of Fort Douglas Military Reservation northeast along 

Emigration Canyon road into Fort Douglas No. 1 quadrangle (by A. E. 

Andrews in 1925; double-run spur line)

Fort Douglas Military Reservation, near SE. corner of, 27 ft. N. of

center line of highway; standard iron post with bronze cap stamped Ftet 

"15 A 1925"._____.______..._-.._._ _.-..-__--___--_.--_____ 4, 905. 738

Reference mark, 67 ft. W. of tablet, in root on N. side of forked

boxelder tree; copper nail and washer._________________________ 4, 904. 72

Fort Douglas Military Reservation, 1.1 mi. NE. of SE. corner of, on 

S. side of highway, 50 ft. N. of creek, on 4- by 3- by 2-ft. boulder; 

chiseled square.__-___________--__-__-_-_---_-_-__--_________ 5, 048. 99

Fort Douglas Military Reservation, 3.2 mi. NE. of, between two oneway rds., 225 ft. N. of Emigration Creek, 125 ft. NW. of greenhouse; standard iron post with bronze cap stamped "16 A 1925". 5, 327. 556

Fort Douglas Military Reservation, 5.1 mi. NE. of, 40 ft. E. of junction 

of second-class rd. N. into Kelvin Grove, 23 ft. N. of center line of 

highway, 20 ft. S. of Emigration Creek, on SE. corner of concrete 

platform of small store; chiseled square_-__-___-_______-_____- 5, 433. 71

From Union Pacific Railroad station at Buena Vista northeast, north, and east 

along railroad and streets to intersection of Second North and Third West 

Streets, thence south to City and County Building (by T. W. Ranta in 1934)

Buena Vista, 0.2 mi. NW. of sta., on SW. side of _canal, in root on SE. 

side of 30-in. poplar tree, middle tree of group of three; copper nail 

and washer._____!.__________________________________________ 4, 229. 80

Buena Vista, 0.4 mi. NE. of, just E. of city limits of Salt Lake City, 

40 ft. NE. of intersection of R. R. and private rd., 1 ft. SW. of SW. 

side of cattle guard, inside NW. rail; spike..-___________________ 4, 230. 47

Salt Lake City, 270 ft. W. of intersection of R. R. and West Fifth 

South Street, on property owned by F. II. Baird, 12 ft. E. of driveway, 10 ft. N. of fence, in root on SE. side of 24-in. poplar tree; 

copper nail and washer._-_-_-__--_-__--_______-_--_--_-_-.__. 4, 225. 72

Salt Lake City, 100 ft. NE. of intersection of R. R. and West Third 

South Street, 70 ft. N. of track, 27 ft. S. and 21 ft. E. from NW. 

corner of fence, in concrete post; standard tablet stamped "4230 

TR 11 1934".______________________________________________ 4,230. 066

Reference mark, 430 ft. SW. of tablet, 5 ft. N. of irrigation ditch, in 

base on S. side of forked cottonwood tree, northeastern most of 

group of cottonwood trees; copper nail and washer____-_---_-_-__ 4, 231. 04

Salt Lake .City, 50 ft. W. of Redwood rd., 85 ft. N. of tracks of 

Western Pacific R. R., on SE. concrete base of high tension power 

line steel tower; chiseled square.______________________________ 4, 220. 10

Salt Lake City, at NE. corner of North Temple Street and Redwood 

rd., 4 ft. W. of E. end of concrete base of service sta. pumps; top 

of copper bolt cemented in concrete.--------.--------.------.- 4,220. 151

Salt Lake City, 25 ft. N. of entrance to property of Department of 

Commerce Airways Division Lighthouse Service, 40 ft. NE. of 

southernmost of two steel towers, 3 ft. W. of fence, in concrete 

post; standard tablet stamped "4214 TR 12 1934"___________ 4, 213. 784

Reference mark 1,125 ft. NW. of tablet, on SE. side of concrete base 

of wooden pole; chiseled square_________________.:---_-_------ 4, 214. 40

Reference mark 2, 32 ft. SW. of tablet, at NE. base of steel tower; top 

of northernmost bolt_____...___-________-______.__-_--__-. 4, 214. 55
FORT DOUGLAS 2sT 0. 3 QUADRANGLE 77

Salt Lake City, in front of 1458 West Fourth North Street, 6 ft. E. of

driveway, 3 ft. N. of N. side of sidewalk, on top of elbow on W. end Feet 

of guard rail; painted circle. - _________________________________ 4, 220. 82

Salt Lake City, near NW. corner of Tenth West .and Fourth North 

Streets, at entrance to Onequa School, on W. end of second step; 

chiseled square.____.______-______--_-_____________---------- 4, 219. 26

Salt Lake City, at SW. corner of Fourth North and Seventh West 

Streets, 6 in. W. of concrete gutter, cover, on S. curb of gutter; chiseled square-.._-------------__-------------_.---------------- 4, 217. 31

Salt Lake City, in SE. angle of intersection of Fourth North Street and 

nine tracks of Union Pacific R. R., 30 ft. E. of flagman's cabin, 4 ft. 

S. of angle in board fence, 10 ft. S. of sidewalk, in concrete post; 

standard tablet stamped "4228 TR 12 1934"..---------------- 4, 228. 077

Reference mark, 143 ft. NE. of tablet, in front of Bellvue Cottage 1884, 

5 ft. N. of ditch, in root on E. side of 48-in. Lombardy poplar tree, 

2 ft. from trunk; copper nail and washer._______________________ 4, 226. 13

Salt Lake City, near NW. corner of Second North and Third West 

Streets, at SE. corner of Morrison & Merrill Lumber Co. building, 

on top of concrete block housing for roof drain; chiseled square.-.- 4, 250. 63

Salt Lake City, 73 ft. W. of intersection of Third West and South 

Temple Streets, at entrance to Union Pacific R. R. sta., 1 ft. S. of 

semaphore, in concrete pedestal; top of plug in bronze tablet 33 -___ 4, 260. 919

Reference mark, 192 ft. SW. of tablet, 12 ft. E. of SE. corner of Union 

Pacific R. R. sta., on E. end of concrete retaining wall; chiseled

 square.-_---------_------------------------_----_-- ----.- 4, 258. 87

Salt Lake City, at NW. corner of Third South and Third West Streets, 

25 ft. S. and 15 ft. E. from SE. corner of brick building, on SW. angle 

of curb; chiseled square.___-__________ ___--___-__--.._------ 4, 237. 07

Salt Lake City, at NW. corner of Third West and Fifth South Streets, 

4 ft. N. of curb, 2 ft. E. of E. side of sidewalk, in root on SW. side 

of 60-in. poplar tree; copper nail and washer.__________----___-- 4, 228. 86

Salt Lake City, at SW. corner of West Temple and Fifth South Streets,

10 ft. W. of W. side of sidewalk, on N. curb; chiseled square.--.---- 4, 243. 09

Salt Lake City, at State and Fifth South Streets, 88 ft. NE. of S. 

meridian mark, near SW. corner of City and County Building, in 

root on E. side of 36-in. English elm tree; copper nail and washer__ 4, 255. 00

Salt Lake City Engineering Department standard of measurement;

top of small ball in encased steel box.-__-_____________--_---_-_ 4, 259. 63

FORT DOUGLAS NO. 3 QUADRANGLE

[Latitude 40°30'-40°45'; longitude m°45'-112°00'] 

SALT LAKE AND UTAH COUNTIES

From Fort Douglas No. 2 quadrangle at liberty Park in Salt Lake City east, 

south, and southeast along streets and Park City branch of Denver & Bio 

Grande Western Railroad into Fort Douglas No. 4 quadrangle (by L. C. Woodbury in 1899; leveled twice)

Salt Lake City, opposite Liberty Park, at brick residence on SW. corner

of Fifth East and Ninth South Streets, on stone step; chiseled cross. 4, 256. 70

Salt Lake City, at Seventh East and Ninth South Streets, at car tracks; 

top of middle rail_.________________________________________ 4, 278. 7

, " This benchmark, set by the Engineering Council of Utah in 1925, supersedes one stamped "4250" that 

was reported destroyed.

.1.27289 40 6
78 SPIRIT LEVELING 12? UTAH, 1897-1938

Salt Lake City, at Ninth East and Twenty-first South Streets, at SE.

corner of brick building known as Cook's Hall, on projecting brick; feet 

chiseled cross-______-_____-_--____-_--_--___-_______________ 4, 33.1. 84

Salt Lake City, 100 ft. NE.. of intersection of Eleventh East and 

Twenty-first South Streets, 2 ft. N. of sidewalk; standard iron post 

with bronze cap stamped "4352 S LAK" (recovered by U. S. C. 

& G. S. in 1927) ---_-----------------------------'--------- 4, 354. 680

Salt Lake City, at Parleys Canyon Reservoir, in E. end of N. wall; top 

of bolt._______ _____-____-___-_----_-_ --_-_-_-_--_.___ 4,738. 57

From Fort Douglas No. 2 quadrangle south along Denver & Rio Grande Western 

Railroad into Provo quadrangle (second-order leveling by I. F. Biggs in 1910)

Salt Lake City, 4.7 mi. S. of Union Pacific R. R. sta., 600 ft. N. of milepost 41, at bridge over small creek, in E. end of concrete retaining 

wall; aluminum tablet stamped "4239 1" 34 ____________________ 4, 239. 753

Cahoons, opposite sta.; top of E. rail_____:.________-______________ 4, 286. 1

Murray, 0.8 mi. S. of sta., in SW. corner of property of American 

Smelting & Refining Co., 36 ft. SW. of R. R. warning signal, 30 ft. 

W. of flagman's cabin, in stone pier 1 ft. square; aluminum tablet 

stamped "4810 2" (recovered by U. S. C. & G. S. in 1927) ________ 4, 310. 985

Midvale, 1,000 ft. W. of sta., 150 ft. E. of intersection of Main and 

Center Streets, 5 ft. above ground, in NE. corner of brick building 

used as boarding house; aluminum tablet stamped "4354 3"_ _ _ _ _ . 4, 354. 925

Midvale,. 3.2 mi. S. of, 10 ft. E. of track, in NE. corner of concrete 

culvert 727-A; aluminum tablet stamped "4378 . 4"_____________ 4, 379. 479

Riverton, about 2 mi. S. of, 5 ft. E. of track, in NE. corner of culvert 

726-A; aluminum tablet stamped "4426 5" (recovered by U. S. C. 

& G. S. in 1927)___________'______________________.___________ 4, 427. 061

From point about 2 miles south of Riverton north along Denver & Rio Grande 

Western Railroad to Riverton station, thence west along Butter field Canyon 

Highway into Saltair quadrangle (by Roscoe Reeves in 1915)

Riverton, at NW. corner of bridge over Jordan River, on concrete

abutment; chiseled square._-----____-------___-______________ 4, 338. 92

Riverton, 890 ft. E. of bank building, on W. side of canal, on S. side of

highway, on concrete; chiseled square.-_________________________ 4, 423. 12

Riverton, at sta. of Orem Electric R. R., opposite sta. sign; top of E.

rail__. ________.______________ _______________________ ____ 4,443, 4

Riverton, 0.5 mi. W. of sta., 50 ft. W. of SE. cor. sec. 28, T. 3 S., R. 

1 W., opposite farmhouse, on N. side of highway; standard iron post 

with bronze cap stamped "4471"____________________.___ _______ 4, 471. 713

Riverton, 1.4 mi. W. of, 300 ft. W. of NE. cor. sec. 32, T. 3 S., R. 

1 W., in center of top of S. concrete head wall of culvert; nature of 

mark not reported-__-_____---_-_-__-_-_--____________------- 4, 565. 07

Riverton, 2.4 mi. W. of, at cor. sees. 29, 30, 31, and 32, T. 3 S., R. 1 

W., on N. sideof highway; top of concrete section corner post-.----- 4, 652. 36

Riverton, 2.8 mi. W. of, near N. side NEK sec. 31, T. 3 S., R. 1 W., 

on S. side of highway, in concrete head wall of culvert over Provo 

Reservoir Canal; aluminum tablet stamped "4690"______<.__---__ 4, 690. 084

From Saltair quadrangle at point in sec. 6, T. 2 S.,R. 1 W. generally east and 

south along roads by way of Taylorsville to Murray (by E. E. Harris in 1922)

T. 2 S., R. 1 W., near NK cor. sec. 6, in SW. angle of junction of T-rd. 

S., in center of top of concrete head wall of culvert; chiseled square. 4, 363. 97

" In 1932 this benchmark was reported destroyed.
FORT DOUGLAS NO. 3 QUADRANGLE 79

T. 1 S., R. 1 W., near SW. cor. sec. 32, in NE. angle of crossroads, in *"««< 

center of top of concrete head wall of culvert; chiseled square. __..-. 4, 339. 49

T. 1 S., R. 1 W., near S}4 cor. sec. 32, in NE. angle of crossroads, on S. 

end of top of concrete dam at flood gates of irrigation canal; chiseled 

square._-_-._------.----_---.__._-___--____-.-.__...__..____ 4, 331. 04

T. 2 S., R. 1 W., near center of sec. 5, in SE. angle of crossroads, in angle 

in fence line, 6 ft. from each fence; standard iron post with bronze 

cap stamped "1922 H 31"_'_._._..___._.__.__.._.._.__._.._.. 4, 380. 528

Reference mark, 21 ft. N.55°W. of post, in S. end of box culvert; 

copper nail and washer.______________________'____ ____________ 4, 380. 12

T. 2 S., R. 1 W., near W% cor. sec. 4, on E. side of N.-S. rd., in line 

with N. side of rd. W., on NW. corner of concrete flood gates of 

irrigation canal; chiseled square. ______________________________ 4, 352. 38

T. 2 S., R. 1 W., near NW. cor. sec. 9, in SE. angle of crossroads, in

center of top of concrete head wall of culvert; chiseled square. ___.-._ 4, 379. 38

T. 2 S., R. 1 W., near N% cor. sec. 9, on S. side of rd., at junction of 

T-lane N., between two lines of power poles, inside gate to barn, in 

W. end of box culvert; copper nail and washer..__________:_______ 4, 346. 50

T. 2 S., R. I W., near NE. cor. sec. 9, 0.8 mi. W. of Taylorsville, in 

SW. angle of crossroads, on ceTiter of top of concrete head wall of 

culvert; chiseled square.____________________________________ 4, 305. 31

Taylorsville, in SE. angle of junction of T-rd. E. to Murray, in center 

of top of concrete head wall of large culvert; standard tablet stamped 

"1922 H 32"_________-_________________.___________________ 4, 299. 851

Reference mark, 28 ft. N. of tablet, on top of concrete head wall of 

large culvert; chiseled square___ ________________________________ 4, 299. 50

Taylorsville, 0.3 mi. E. of, on N. side of rd., at junction of rd. S., in 

center of top of concrete parapet wall of culvert over canal; chiseled 

square____-----_----.--------__-_-_____-_--__-_____-_______ 4, 295. 43

Taylorsville, 0.6 mi. E. of, in SE. angle of junction of T-rd. S., in ' 

front of Taylorsville Meeting Hall, on NW. corner of concrete 

walk; chiseled square______--_-______________-________________ 4, 286. 17

Taylorsville, 1.3 mi. E. of, 1.0 mi. W. of Denver & Rio Grande Western 

R. R. sta. at Murray, on N. side of rd., at summit of grade, on top 

of concrete head wall of culvert; chiseled square._________________ 4, 282. 07

Murray, at W. limits of, at concrete bridge over Jordan River, in

center of top of S. parapet wall; chiseled square.--.__.--__-______. 4, 256. 72

Murray, 260 ft. N. of sta., 60 ft. N. of concrete rd., 30 ft. E. of track,

on top of parapet wall of culvert; chiseled square 35 . _______________ 4, 293. 81

Murray, in front of R. R. sta.; top of rail. _.-.__._ __________________ 4, 292. 7

From Taylorsville north along Redwood road to Twenty-first South Street in 

Salt lake City, thence east and north to Buena Vista (by E. E. Harris in

1922)

Taylorsville, 0.7 mi. N.-of, S. of center of sec. 3, T. 2 S., R. 1 W., on 

N. end of W. concrete wall of bridge over irrigation canal; chiseled 

square.:._-__-._.__.._.__.-_..__.._.__...._._.__-_..___._ 4,291. 33

Taylorsville, 1.5 mi. N. of, 0.3 mi. N. of S^ cor. sec. 34, T. 1 S., R. 1 

W., in line with T-rd. E., on concrete rd., 6 in. from E. side; chiseled 

square.-_--_--_-------------_------_---------------_-----_- 4,260.28

Taylorsville, 2.2 mi. N. of, near N# cor. sec. 34, T. 1 S., R. 1 W., in 

SW. angle of intersection of Redwood rd. and Thirty-fifth South 

Street, on top of concrete head wall of culvert; chiseled square 36 _ _ __ 4, 255. 60

' In 1934 this benchmark was reported destroyed. 

« In 1932 this benchmark was reported destroyed.
80 SPIRIT LEVELING IN UTAH, 1897-1938

Taylorsville, 2.5 mi. N. of, 0.3 mi. N. of S% cor. sec. 27, T. 1 S., R. 1 

W., on S. side of private lane through gate, 40 ft. W. of center line 

of rd., in E. end of concrete wall of flood gates of irrigation canal; *>« 

standard tablet stamped "1922 H 33" _ ____'__------___________ 4, 248. 381

Reference mark, 13 ft. N. of tablet, on top of concrete retaining wall;

chiseled square.______________________________________________ 4, 248. 04

Taylorsville, 2.8 mi. N. of, near center of sec. 27, T. 1 S., R. 1 W., in 

SW. angle of junction of T-rd. W., on S. end of concrete head wall 

of large culvert; chiseled square______ _.________________________ 4, 244. 85

Taylorsville, 3.2 mi. N. of, near S% cor. sec. 22, T. 1 S., R. 1 W., 100 

ft. N. of R. R. crossing, on W. side of rd., in center of top of concrete 

parapet wall of bridge over canal; chiseled square. ________________ 4, 239. 00

Taylorsville, 3.8 mi. N. of, near center of sec. 22, T. 1 S., R. 1 W., on W. 

side of rd., on top of concrete parapet wall of bridge over canal; 

chiseled square._____________________________________________ 4, 240. 62

Taylorsville, 4.2 mi. N. of, near N^ cor. sec. 22, T. 1 S., R. 1 W., 130 

ft. S. of center line of Twenty-first South Street, on W. side of rd., 

near ground on N. side of stone monument marking S. limits of 

Salt Lake City; top of copper bolt leaded vertically_____________'_ 4, 236. 524

Salt Lake City, 130 ft. S. of center line of Twenty-first South Street, 

near ground on N. side of stone monument marking S. city limits; 

top of copper bolt leaded vertically.___________________________ 4, 231. 980

Salt Lake City, near S. limits of, in NE. angle of crossroads, in angle in 

fence line,37 5 ft. from each side of angle; standard iron post with 

bronze cap stamped "1922 H 34"__________________________ 4, 236. 462

Reference mark, 102 ft. S.45°W. of post, on top of quarter corner 

stone; chiseled square_---_--__________________________________ 4, 236. 51

Salt Lake City, 130 ft. S. of center line of Twenty-first South Street, 

near ground on N. side of stone monument marking S. city limits, 2 

in. from'copper bolt; chiseled square______-__--___--_____..______ 4, 238. 56

Salt Lake City, near S. limits of, just E. of gate to pasture, 650 ft. W. 

of stone monument, on S. side of rd., in end of box culvert; copper 

nail and washer______-_---__--_--__________________________. 4, 240. 02

Buena Vista, 0.4 mi. S. of Union Pacific R. R. sta. at, in SE. angle of 

crossroads, in end of box culvert; copper nail and washer_________. _ 4, 231. 15

From Saltair quadrangle at point in sec. 19, T. 2 S., E. 1 W., east along road to 

Redwood road, thence north to Taylorsville (by E. £. Harris in 1923)

T. 2.S., R. 1 W., on N. side NWtf sec. 20, on S. side of rd., in W. end of 

concrete parapet wall of bridge over irrigation canal; standard tablet 

stamped "1923 H 46"---______________________ _ _________ 4, 550. 258

Reference mark, 27 ft. N.15°E. of tablet, on angle in parapet wall of

bridge; bottom of square hole._________-___---_---_-_-_--__-__ 4, 550. 01

T. 2 S., R. 1 W., on S. side SW/l 4 sec. 16, on N. side of rd., in center of 

top of concrete parapet wall of bridge over irrigation canal; bottom 

of square hole.-_-__-.__-_-.___________.__-___-_-_-___-_--_-- 4, 548. 13

T. 2 S., R. 1 W., near SE. cor. sec. 16, on N. side of rd., in center of top 

of concrete parapet wall of bridge over irrigation canal; bottom of 

square hole______.___---_-_-___-________----_-___-_--___-. 4, 467. 52

Taylorsville, 1.8 mi. S. of, near S^ cor. sec. 15, T. 2 S., R. 1 W., on E. 

side of Redwood rd., in concrete head gate; standard tablet 

stamped "1923 . H 47". --- -- -- 4, 376. 633

»' In 1934 it was reported that this fence had been removed.
FORT DOUGLAS NO. 3 QUADRANGLE 81

Reference mark, 50 ft. N. of tablet, on concrete head gate; bottom of Feet 

square hole____________________--__-____---____--__-_____- 4, 374. 64

Taylorsville, 1.2 ini. S. of, near center of sec. 15, T. 2 S., R. 1 W., in 

NE. angle of junction of T-rd. E., in center of top of concrete parapet wall of culvert; bottom of .square hole.-._________-__-_--__-_ 4, 343. 84

Taylorsville, 0.8 mi. S. of, near S l/4 cor. sec. 10, in NW. angle of junction of T-rd. W., on top of arched concrete culvert; bottom of square 

hole..._.__............_-.._..-....L._.._._........_........ 4,329.37

From point 1.8 miles south of Taylorsville south along Redwood road into 

Provo quadrangle (by E, E. Harris in 1923)

Taylorsville, 2.8 mi. S. of, 1.0 mi. N. of West Jordan, near SJ4 cor. sec. 

22, T. 2 S., R. 1 W., in NW. angle of crossroads, on top of concrete 

drain pipe; bottom of square hole______________________________ 4, 366. 32

West Jordan, near NJ4 cor. sec. 34, T. 2 S., R. 1 W., in SW. angle of

crossroads, on stone 4 in. square at top; bottom of square hole____ 4, 370. 66

West Jordan, 0.5 mi. S. of, near center of sec. 34, T. 2 S., R. 1 W., in 

NW. angle of junction of T-rd. W., on concrete culvert; bottom of 

square hole 38 __--___-__-------_--___--_-_--_--.__---_-.------ 4, 367. 86

West Jordan, 1.1 mi. S. of, 530 ft. S. of NJi cor. sec. 3, T. 3 S., R. 1 W., 

in SW. angle of junction of T-rd. W., in angle in fence line, 3 ft. 

from each fence, in concrete post; standard tablet stamped "1923 H 

48"____ -----_-_------------_-----__----_---_------------- 4,386. 924

Reference mark, 30 ft. N. of tablet, on top of concrete culvert; bottom 

of square hole 38 _____________________________________________ 4, 386. 11

West Jordan, 1.5 mi. S. of, near center of sec. 3, T. 3 S., R. 1 W., in 

SE. angle of crossroads, on top of concrete parapet wall of culvert; 

bottom of square hole._______________________________________ 4, 400. 05

West Jordan, 1.9 mi. S. of, 550 ft. N. of Stf cor. sec. 3, T. 3 S., R. 1 W., 

on E. side of rd., on N. end of top of concrete parapet wall of bridge 

over South Jordan Canal; bottom of square hole._____'______-__ 4, 417. 76

West Jordan, 2.7 mi. S. of, 3.3 mi. N. of Riverton, 0.2 mi. S. of center 

of sec. 10, T. 3 S., R. 1 W., on E. side of rd., in line with T-rd. W., 

on top of concrete culvert; bottom of square hole____'___.!________ 4, 458. 72

Riverton, 2.8 ini. N. of, near Redwood sta., in SE. angle of crossroads, 

on top of stone at base of corner fence post; bottom of square hole.. 4, 476. 75

Riverton, 2.2 mi. N. of, 0.2 mi. S. of center of sec. 15, T. 3 S., R. 1 W., 

on W. side of rd., in center of top of concrete parapet wall of culvert; 

standard tablet stamped "1923 H 49"._._.__._.-__..-.--.--... 4, 447. 751

Reference mark, 32 ft. E. of tablet, on top of concrete parapet wall of 

culvert;.bottom of square hole-_____-__________________________ 4, 447. 58

Riverton, 1.5 mi. N. of, near center of sec. 22, T. 3 S., R. 1 W., in SW. 

angle of crossroads, in center of top of concrete parapet wall of culvert; bottom of square hole.._.________________________________ 4, 439. 77

Riverton, 1.1 mi. N. of, N. of S% cor. sec. 22, T. 3 S., R. 1 W., on W. side 

of rd., on top of concrete parapet wall of culvert; bottom of square 

hole.-__--__-_--__--_-_____-__.-____:___-_______-_-__-__ 4,433.77

Riverton, 0.6 mi. N. of, about 800 ft. N. of center of sec. 27, T. 3 S., 

R. 1 W., 50 ft. N. of junction of T-lane W. through gate, on W. 

side of rd., on top of concrete wall of culvert; bottom of square 

hole-.-----------------.------..-.-.--...........--.--.-.-- 4,438. 60

88 In 1932 this benchmark was reported destroyed.
82 SPIBIT LEVELING IN UTAH, 1897-1938

Riverton, about 630 ft. E. of sta. of Orem Electric R. R., in SW. angle 

of crossroads, in center of top of concrete parapet wall of culvert; Feet 

standard tablet stamped "1923 H 50"____.--_---____.._______ 4, 434. 804

Reference mark, 59 ft. N.15°W. of tablet, in root on E. side of 15-in.

poplar tree; copper nail and washer.-__--_--___-__-_-__-______- 4, 434. 08

Riverton, 1.0 mi. S. of, near N% cor. sec. 3, T. 4 S., R. 1 W., in SW. 

angle of crossroads, in center of top of concrete parapet wall of 

culvert; bottom of square hole.___.:_______.._________.___-___ 4, 449. 23

Riverton, 1.5 mi. S. of, near center of sec. 3, T. 4 S., R. 1 W., on E. 

side of rd. in line with N. side of T-rd. W., on top of concrete parapet 

wall of culvert; bottom of square hole_______ ___'________________ 4, 456. 98

From point on Redwood road 1 mile south of Riverton west along road into 

Saltair quadrangle (by E. £. Harris in 1923)

T. 3 S., R. 1 W., near S% cor. sec. 33, in NE. angle of crossroads, in

concrete post; standard tablet stamped "1923 H 58"__________ 4, 509. 942

Reference mark, 55 ft. S.10°W. of tablet, on top of concrete head 

gate; bottom of square hole._____________ ___________________ 4, 510. 43

T. 4 S., R. 1 W., 530 ft. W. of NE. cor. sec. 5, on S. side of rd., on 

top of concrete parapet wall of bridge over Utah Lake Irrigation 

Canal; bottom of square hole_ _________________________________ 4, 566. 51

T. 4 S., R. 1 W., near N% cor. sec. 5, in SW. angle of crossroads, on

stone post; bottom of square hole,___.____.____.___.,_.______ __ 4, 597. 82

T. 3 S., R. 1 W., on S. side SEM sec. 31, on N. side of rd., on top of 

concrete parapet wall of bridge over Provo Reservoir Canal; bottom 

of square hole_______________________________________________ 4, 693. 53

From Saltair quadrangle at point near south side of sec. 19, T. 3 S., R. 1 W., 

north and northwest into Saltair quadrangle at point in sec. 6, T. 3 S., R. 1 W. 

(by E. E. Harris in 1923)

T. 3 S., R. 1 W., sees. 18 and 19, in center of dim crossroads, on top of

quarter corner stone; chiseled square.----_____-_--__-__-_-__-__ 4, 807. 96

From Murray south along Denver & Rio Grande Western Railroad 1.2 miles, 

thence east to and south along State Street (Evergreen National Highway) 

to Social Avenue, thence generally east and south by way of Flat Iron Mesa 

into Provo quadrangle at point in sec. 5, T, 4 S., R. 1 E. (by A. K. Andrewi 

in 1925)

Murray, near NW. corner of State and Fifty-ninth South Streets, 2 

ft. E. of SE. corner of garage, on S. side of concrete platform; 

chiseled square 40 _ -__'_______-..._____________________________._ 4, 337. 12

Midvale, about 35 ft. W. of intersection of Union Avenue and State 

Street, on S. end of W. concrete head wall of culvert; chiseled 

square 40__-.-_-______--_--_-______,_________.___.___--.--- 4, 379. 55

Midvale, about 40 ft. SE. of junction of Social Avenue and State 

Street, in N. end of E. concrete head wall of culvert over irrigation 

ditch; standard tablet stamped "9 A 1925"_.__________________ 4, 396. 129

Reference mark, 63 ft. W. of tablet, on concrete head wall of culvert;

chiseled square.________-______-__---_-_--------------------- 4, 395. 12

Midvale, 0.8 mi. E. of State Street, at large bridge over East Jordan

Canal, on E. end of N. abutment; chiseled square.______________ 4, 457. 08

«« In 1932 this benchmark was reported destroyed.
FORT DOUGLAS NO. 3 QUADRANGLE 83

Midvale, 1.5 mi. E. of State Street, near N a/4 cor. sec. 32, T. 2 S., R.

1 E., in SW. angle of crossroads, in center of top of S. concrete head Fed

wall of culvert; chiseled square-_______________________________ 4, 498. 00

T. 2 S., R. 1 E., NE. of W% cor. sec. 34, about 0.3 mi. S. of Little

Cottonwood Creek, 60 ft. NW. of crossroads, in angle in pasture

fence, 5 ft. from each fence; standard iron post with bronze cap

stamped "10 A 1925"._.._.. -.------.--..--_--.- --- _--_ 4, 618. 949

T. 3 S., R. 1 E., in NE}4 sec. 4, between Little Cottonwood and Dry

Cottonwood Creeks, 0.3 ini. S. of SE. end of Flat Iron Mesa, on

edge of alfalfa field, beside ditch, in 12-in. lone poplar tree; spike._ 4, 807. 71 

T. 3 S., R. 1 E., near SW. cor. sec. 3, on N. side of Sandy-Alta rd., 8

ft. S. of fence corner, in center of concrete post 5 in. square; spike.. 4, 798. 84 

T. 3 S., R. 1 E., 530 ft. S. of NJ4 cor. sec. 10, 25 ft. NE. of junction of

second-class rd. N., 15 ft. N. of concrete head wall of culvert, 4 ft.

NE. of fence corner, in pasture; standard iron post with bronze

cap stamped "11 A 1925"...__....._......_.._.____._..... 4, 857. 820.

Reference mark, 37 ft. S. of post, on concrete head wall of culvert;

chiseled square.__-__.__._______-__-__ ________-_.._______.____ 4, 858. 73

T. 3 S., R. 1 E., S. of center of sec. 10, 325 ft. S. of turn from E. to S.

in second-class rd., 35 ft. E. of SE. corner of farmhouse of David

Archibald, on concrete cistern top; chiseled square.____.._._.____ 4, 947. 02 

T. 3 S., R. 1 E., E. of E# cor. sec. 21, 8 ft. N. of turn in rd. from NE.

to W., 50 ft. W. of deep ravine, 175 ft. NE. of farmhouse of N. F.

Dean, on NW. corner of concrete culvert; chiseled square.--___-__ 4, 781. 53 

T. 3 S., R. 1 E., in SWJi sec. 28, 0.8 mi. E. of Draper, 35ft. NW. of

crossroads, 2 ft. SW. of fence corner; standard iron post with bronze

cap stamped "12 A 1925"----....___.._.._..__.._. _........ 4,580.082

Reference mark, 46 ft. S.20°E. of post, on W. end of concrete culvert;

chiseled square.__L_._.______________________________________ 4, 577. 24

Draper, 1.0 mi. SE. of, NW. of center of sec. 33, T. 3 S., R. 1 E., about

160 ft. SE. of sign reading "Draper 1 mi.," at abandoned rd., on N.

end of N. concrete head wall of culvert over large irrigation canal;

chiseled square.____-..._.____.__-__-__-__-._-__..__..._______ 4, 559. 15

T. 4 S., R. 1 E., on E. side NE% sec. 5, 15 ft. S. of intersection of

second-class rd. and Union Pacific R. R., on W. side of track, .in S.

end of concrete head Avail of culvert 780.25; standard tablet stamped

"13 A 1925"_.._...-.--.-. --_.-._--_-_----------------.- 4,617.628

Reference mark, 25 ft. E. of tablet, on E. end of same culvert; chiseled

square. _ ______-._____..___ _._-_ .'___--____-_______. _._.___. 4, 617. 71

From Denver & Rio Grande Western Railroad station in Murray south 0.9 mile, 

thence east to and south along State Street to Fifty-sixth South Street, thence 

east and northeast by way of Holliday to Wasatch Boulevard, thence generally north into Fort Douglas No. 2 quadrangle at southeast corner of Fort 

Douglas Military Reservation (by T. W. Ranta in 1934)

Murray, 230 ft. N. of Denver & Rio Grande Western R. R. sta., 40 ft. 

N. of highway crossing, 10 ft. E. of E. track, on NW. corner of concrete base of semaphore; chiseled square..______________________ 4, 291. 86

Murray, 0.9 mi. 8. of sta., near SW. corner of property of American 

Smelting and Refining Co., 118 ft. ESE. of aluminum tablet 

stamped "4310" previously described, 50 ft. S. of street, in root on 

W. side of 14-in. Carolina poplar tree; copper nail and washer...__ 4, 312. 03

Murray, at State and Fifty-sixth South Streets, 6 ft. S. and 12 ft. E.

from SW. corner of brick building, on concrete curb; chiseled square. 4, 330. 92
84 SPIRIT LEVELING IN UTAH, 1897-1938

Murray, 0.6 mi. E. of State Street, on top of divide, on N. end of con- Fget 

crete culvert over irrigation ditch; painted circle.._______________ 4, 344. 41

Murray, at E. limits of, near SE. corner of Fifty-sixth South and Ninth 

East Streets, at E. entrance to dwelling of Earl Howe, cemented in 

S. side of second step; standard tablet stamped "4341 TR 1 1934". 4, 341. 584

Reference mark, 110 ft. NW. of tablet, in center of E. head wall of 

concrete culvert; monel-metal rivet.___________________________ 4, 336. 02

Murray, 0.6 mi. E. of E. limits of, at NW. corner of Fifty-sixth South 

and Thirteenth East Streets, in center of N. concrete head wall of 

, culvert; chiseled square (established by water-resources branch of 

Geological Survey)__________________________________________ 4, 369. 75

Murray, 0.9 mi. E., thence 0.3 mi. N. of E. limits of, 10 ft. W. of Salt 

Lake City Well 133, on property of Claude Hinnen, in center of 

concrete wall, at ground level; copper nail (set by water-resources 

.branch of Geological Survey)_.:_-_________-..__---__.___.______ 4,354.75

Murray, 1.5 mi. E. of E. limits of, on SE. concrete wing wall of bridge 

over irrigation canal; chiseled square._.-.__.________-_._______- 4, 400. 17

Murray, 1.6 mi. E., thence 0.5 mi. N. from, at.N. side of Dahl Lane, 

on W. end of concrete culvert under Highland Drive; chiseled 

square (established by water-resources branch of Geological Survey). 4, 385. 70

Holliday, 1.5 mi. S. of, on Highway 65 S., at center of intersection of

two private rds. N., in pavement; copper nail and washer. _______ 4, 415. 48

Holliday, 0.9 mi. S. of, 0.5 mi. SW. of intersection of Hclliday Boulevard and Cottonwood Lane, 20 ft. N. .and 35 ft. E. from junction of 

T-rd. SE., 5 ft. N. and 5 ft. E. from SW. corner of fence, in concrete 

post; standard tablet stamped "4409 TR 2 1934"_______.______ 4, 409. 799

Reference mark 1, 85 ft. SW. of tablet, 40 ft. S. and 40 ft. W. from 

junction of T-rd. SE., in root on N. side of boxelder tree; copper nail 

and washer._________________________________________________° 4, 409. 79

Reference mark 2, 93 ft. NW. of tablet, 120 ft. N. and 20 ft. W. from 

junction of T-rd. SE., in root on E. side of boxelder tree; copper nail 

and washer. _____-____________._____ _______________.________ 4, 407. 88

Holliday, 0.4 mi. S. of, at Holliday Boulevard and Cottonwood Lane;

center line of rd______________________________________________ 4, 473. 4

Holliday, 134ft. S. and 24.ft. W. from intersection of Holliday Boulevard and Forty-eighth South Street, in front of property of Glen 

Anderson, on NE. corner of concrete walk; chiseled square.______ 4, 461. 27

Holliday, 0.5 mi. NE. of, 12 ft. S. and 36 ft. W. from junction of 

Wander Lane and Forty-eighth South Streets, on W. end of S. concrete abutment of bridge over irrigation canal; chiseled square.^.. 4, 566. 66

Holliday, 1.0 mi. NE. of, 80 ft. S. and 20 ft. E. from concrete culvert 

over Cottonwood Irrigation Canal on Holliday Highway, 10 ft. S. 

and 15 ft. W. from SW. corner of house, in concrete post; standard 

tablet stamped "4694 TR 3 1934"__________________-___.__._ 4,694. 153

Reference mark 1, 95 ft. NNW. of tablet, on top of N. concrete head 

wall of bridge over small irrigation canal; top of rock projecting 

from concrete_______________________________________________ 4, 694. 34

Reference mark 2, 202 ft. N. of tablet, in front of house, in root on

SW. side of 12-in. locust tree; copper nail and washer............ 4, 694. 31

Holliday, 1.5 mi. NE. of, at intersection of Holliday Highway and

Wasatch Boulevard, in pavement; copper nail and washer. ____.- - 4, 908. 12
FORT DOUGLAS NO. 3 QUADRANGLE 85

Holliday, 2.0 mi. NE. of, 0.5 mi. NE. of junction of Holliday Highway and Wasatch Boulevard, 40 ft. NW. of junction of old and 

', new rds., 30 ft. N. of NW. concrete head wall of culvert, about 6 ft. 

lower than level of present rd., on quartzite boulder; chiseled f«ft 

square______________________________________________________ 4, 957. 25

Holliday, 2.3 mi. NE. of, on top of E. concrete head wall of culvert;

chiseled circle.--_---___-._____-____________._______-_.._----_ 4, 966. 15

Parleys Canyon Reservoir, 1.8 mi. S. of, 15 ft. N. and 30 ft. W. from 

turn from E. to N. in Wasatch Boulevard, 3 ft. S. of ditch, just 

inside of fence, in concrete post; standard tablet stamped "4969 

TR4 1934"_______. ________________________________________ 4,969. 594

Reference mark, 147 ft. WNW. of tablet, 5 ft. N. of ditch, in base on

SE. side of 18-in. boxelder'tree; copper nail and washer..______ ___ 4, 964. 98

Parleys Canyon Reservoir, 1.3 mi. S. of, at intersection of Wasatch 

Boulevard and Thirty-fifth South Street, 80 ft. N. of southernmost 

point of triangle of rd. forks, on E. concrete head wall of culvert; 

chiseled square._-----__--_____________-___________--_-__-_-_ 4,909. 38

Parleys Canyon Reservoir, 0.6 mi,. S. of, at John R. Park Reservoir,

on top of NW. corner of intake housing; chiseled square.-.------- 4, 920. 47

Parleys Canyon Reservoir, 180 ft. WNW. of NW. end of dam, 5 ft. N. 

of SE. corner of masonry bridge over canyon, cemented in bridge 

floor; standard tablet stamped "4722 TR 5 1934"..____________ 4, 722. 494

Reference mark, 70 ft. W. of tablet, in S. side of base of 14-in. boxelder tree; copper nail and washer.. _-________'________----__---- 4, 715. 04

Parleys Canyon Reservoir, 0.4 mi. NW. of, 130 ft. NW. of rock outcrop on NE. side of highway, on top of third concrete post from 

NW. end of guard rail; chiseled square_---___--_._.-_---------- 4, 915. 81

Parleys Canyon Reservoir, 1.0 mi. NW. of, at curve in rd., about 

220 ft. S. of signboard, 130 ft. W. of center line of rd., 50 ft. E. of 

power line, on SE. corner of concrete manhole cover; chiseled 

square__-_--------------..----_---------_-_-_--------------- 4, 840. 42

Parleys Canyon Reservoir, 1.8 mi. NW. .of, 0.2 mi. N. of intersection 

of Wasatch Boulevard and Twenty-first South, Street, 60 ft. W. 

of center line of Wasatch Boulevard, on top of NE. extremity of 

rock outcrop; standard tablet stamped "4829 TR 6 1934"..-.--. 4, 829. 805

Reference mark, 385 ft. S.30°E. -of tablet, 30 ft. E. of center line of 

boulevard, 3 ft. above surface of ground, on W. side of rock outcrop; 

chiseled square-_-._____._______._______________-___--___---- 4, 827. 31

Parleys Canyon Reservoir, 2.1 mi. NW. of, at junction of Seventeenth

South Street, in pavement; copper nail and was her. ___:-- ________ 4, 840. 68

Salt Lake City, on S. side of Bonneville Golf Course, 50 ft. S. and 

260 ft. W. from intersection of Wasatch Boulevard and Edith 

Avenue, in root on SE. side of 16-in. black locust tree; copper nail 

and washer___----_-_--_____________________________________ 4, 796. 73

Salt Lake City, E. of Wasatch Boulevard, on top of NW. corner of 

concrete outlet valve box below Sunnyside Reservoir; chiseled 

square_______-___-___________--____-_.._______-____----_---- 4, 857. 50

From Parleys Canyon Reservoir northwest and west along Denver & Rio 

Grande Western Railroad and Twenty-first South Street to sec. 16, T. 1 S., 

R. 1 W. (by T. W. Ranta in 1934)

Parleys Canyon Reservoir, 0.7 mi. NW. of, near R. R. bridge 5 A, 

15 ft. E. of center line of tracks, on E. wing of S. concrete abutment of highway bridge; chiseled circle (recovered by U. S. C. & 

G. S. in 1934)..._-_.....____________________________________ 4,610. 73
86 SPIRIT LEVELING IN UTAH, 1897-1938

Parleys Canyon Reservoir, 1.0 mi. NW. of, 25 ft. SW. of center line

of tracks, in base on E. side of 5-in. scrub oak tree; copper nail and ff«t 

washer_______________________________________________________ 4, 581. 20.

Parleys Canyon Reservoir, 1.9 mi. NW. of, between mileposts R 4 

and R 5, 140 ft. E. of grade crossing, 27 ft. N. of center line of 

tracks, in concrete post; standard tablet stamped "4496 TR 7 

1934" (recovered by U. S. C. & G. S. in 1934)_.-.______________ 4, 496. 789

Reference mark, 210 ft. SE. of tablet, on N. bank of stream, in root

on SE. side of 10-in. boxelder tree; copper nail and washer. _______ 4, 495. 13

Parleys Canyon Reservoir, 3.2 mi. NW. of, about 200 ft. NW. of intersection of Twenty-first S'outh and Seventeenth East Streets, 15 ft. 

W. of well 182, in center of circular concrete block; chiseled square 

(established by water-resources branch of Geological Survey)--..-- 4, 475. 23

Salt Lake City, at NE. corner of Twenty-first South and Thirteenth

East Streets, on N. wall of concrete gutter; chiseled square.------ 4, 413. 32

Salt Lake City, 110 ft. S. of Denver & Rio Grande Western R. R. 

sta. at Sugarhouse, on E. side of Highland Drive, on NW. corner of 

concrete base of warning signal; chiseled square.----____________ 4, 366. 09

Salt Lake City, between Wilmington and Simpson Avenues, on Denver & Rio Grande Western R. R. right-of-way, 175 ft. W. of Ninth 

East Street, 27 ft. N. of center line of tracks, in concrete post; 

standard tablet stamped "4327 TR 8 1934".._________________ 4, 327. 952

Reference mark, 163 ft. WNW. of tablet, in root on NE. side of 20-in.

boxelder tree; copper nail and washer.__________________________ 4, 326. 37

Salt Lake City, 170 ft. N. and 30 ft. E. from intersection of R. R. and 

Fourth East Street, just inside fence line, in root on NE. side of 30-in. 

boxelder tree; copper nail and washer__________________________ 4, 275. 32

Salt Lake City, at R. R. crossing between Twenty-first South and 

Twenty-second South Streets, E. of State Street, on NW. corner of 

concrete base of warning signal; chiseled square (established by 

water-resources branch of Geological Survey)____________________ 4, 253. 52

Salt Lake City, 15 ft. N. and 40 ft. E. from intersection of R. R. and 

West Temple Street, on R. R. right-of-way, in concrete post; 

standard tablet stamped "4240 TR 9 1934" (recovered by U. S. C. 

& G. S. in 1934)...--_.._..____-_____.________.______-___--.--_ 4, 239. 962

Reference mark, 247 ft. SSW. of tablet, 45 ft. SW. of junction of T-rd. 

to property of Shell Oil Co., 12 ft. S. of S. end of concrete curb, in 

root on E. side of forked black willow tree, 2ft. E. of trunk; copper 

nail and washer.______-____-_____-___--_-_-____-__-_---.---- 4, 237. 89

Salt Lake City, at Twenty-first South and Second West Streets, on 

W. end of N. concrete retaining wall of irrigation canal; chiseled 

square. ____________________________________________________ 4, 231. 20

Salt Lake City, 21 ft. S. and 8 ft. E. from intersection of Twenty-first 

South Street and easternmost of five tracks, on N. end of E. concrete head wall of culvert; chiseled square.______________________ 4, 231. 42

Salt Lake City, 25 ft. S. and 110 ft. E. from intersection of Twenty-first 

South and Eighth West Streets, in root on NW. side of 40-in. black 

willow tree; copper nail and washer.___________---_------------ 4, 226. 74

Salt Lake City, at westernmost part of "S" curve near Jordan River, 

60 ft. S. of Twenty-first South Street, 20 ft. E. of private lane, 20 ft. 

NW. of NW. bank of Jordan River, on property owned by Fred

Smart, in concrete post; standard tablet stamped "4229 TR 10

1934"..____________.______....___.__...__.._.___....____-_- 4, 229. 533
FORT DOUGLAS ISTO. 4 QUADRANGLE 87

Reference mark, 172 ft. ENE. of tablet, on N. bank of Jordan River,

in root on NE. side of 24-in. black willow tree, 2 ft. NE. of main feet 

trunk; copper nail and washer^_______________________________ 4, 226. 99

Salt Lake City, at E. side of bridge over Jordan River on Twenty-first 

South Street, on N. end of N. wing wall; chiseled square (established 

by water-resources.branch of Geological Survey)___. _-_-*.___-__ 4, 232. 84

FORT DOUGLAS NO. 4 QUADRANGLE

[Latitude 40°30'-40°45'; longitude lH°30'-in°45'] 

SALT LAKE, UTAH, SUMMIT, AND WASATCH COUNTIES

From Fort Douglas No. 3 quadrangle generally east and south along Park 

City branch of Denver & Rio Grande Western Railroad to Park City (by I. C. 

Woodbury in 1899; double-run line)

Dale, 3.7 mi. NE. of Parleys Canyon Reservoir, 0.2 mi. SW. of section 

house at grade crossing, between tracks and creek, on flat; standard iron post with bronze cap stamped "5234 S LAK"__..___...._ 5, 236. 374

Barclay, about 150 ft. NE. of R. R. water tank, 62 ft. NW. of track; 

standard iron post with bronze cap stamped "6204 S LAK" (recovered by U. S. C. & G. S. in 1934)___.-._._..._._._.__-.__.... 6, 206. 293

Kimballs, 2.0 mi. NW. of, 3.8 mi. E. of NE. portal of tunnel at Altus, 

about 1 mi. S. of highway storehouse, in back of buildings of 

Anderson ranch; standard iron post with bronze cap stamped 

"6304 S LAK" (recovered by U. S. C. & G. S. in 1934)____..____ 6, 306. 378

Kimballs, in NE. angle of intersection of R. R. and U. S. Highway 

530, inside corner of fence; standard iron post with bronze cap 

stamped "6364 S LAK" (recovered by U. S. C. & G. S. in 1934)... 6, 366. 214

Kimballs, 3.0 mi. S. of, 2.8 mi. NW. of First Ward School in Park City, 

on W. side of track, on N. side of U. S. Highway 40, S. of corner of 

fence; standard iron post with bronze cap stamped "6636 S 

LAK"_._ -..-------------J----__----_.,_____;._..._.__.... 6,637.400

Park City, about 0.5 mi. N. ot First Ward School, on S. side of U. S. 

Highway 40, about 50 ft. W. of SE. corner of cemetery fence; standard iron post with bronze cap stamped "6804 S LAK" (recovered 

by U. S. C. & G. S. in 1934)____..___._....__.._._._.__.... ___ 6, 806. 204

Park City, at NE. corner of grounds of First Ward School; standard

iron post with bronze cap stamped "6973 S LAK"_._...________ 6, 975. 326

From Coalville quadrangle at point in sec. 21, T. 2 S., R. 4 E., southwest to 

Quincy Mine No. 1, thence northeast along roads through Empire Canyon and 

back into Coalville quadrangle (by E. W. Glafcke in 1901)

T. 2 S., R. 4 E., NWtf sec. 28, near Daly Mine No. 2, at NW. corner 

of stone embankment around front yard of building used as boarding 

house; aluminum tablet set vertically and stamped "8176 S 

LAK" _---__-_-_---_--------__-----___--_--_- --__-__-_--. 8, 177. 598

T. 2 S., R. 4 E., near E. side SEJ4 sec. 29, 100 ft. W. of hoist works of 

Quincy Mine No. J, on N. slope of divide at head of Empire 

Canyon, -in large quartzite ledge; aluminum tablet stamped 

"8499 S LAK"...... _-._........._..._._..___-...._........ 8,500. 799

T. 2 S. R. 4 E., in SW% sec. 21, 300 ft. SW. of house at mouth of 

Anchor Tunnel, on W. side of narrow canyon, 20 ft. W. of rd., in 

cliir; aluminum tablet stamped "7658 S LAK" ..___.._..__.... 7, 660. 073
88 SPIRIT LEVELING IN UTAH, 1897-1938

From Quincy Mine No. 1 southwest along roads by way of Silver Lake to Alta 

(by E. W. Glafcke in 1901; spur line)

Divide between Bonanza Flat and Big Cottonwood Creek, summit of, 

75 ft. S. of rd., in large granite boulder; aluminum tablet stamped Feet 

"9750 S LAK"_____-__---__________________________________ 9, 740. 994

.Silver Lake, near Brighton Hotel, 15 ft. N. of N. end of lake, in large

boulder; aluminum tablet stamped "8739 S LAK"______________ 8, 729. 854

Alta Divide, summit of, between Twin Lakes and Little Cottonwood 

Creek, 20 ft. N. of trail, in granite ledge beside rock; aluminum 

tablet stamped "10002 S LAK"____.__________._._ ..__.____. 9, 992. 856

Alta, 100 ft. N. of rd. from Columbus Mine, on small knoll, in limestone ledge; aluminum tablet stamped "8594 S LAK"_ __________ 8, 584. 539

From Silver Lake northwest 4 miles along road through Cottonwood Canyon 

(by E. W. Glafcke in 1901; spur line)

Silver Lake, 1.9 mi. NW. of Brighton Hotel at, 300 ft. N. of Big 

Cottonwood Creek, 50 ft. N. .of rd., at clearing, in 6- by 6- by 5-ft. 

granite boulder; aluminum tablet stamped "8044 S LAK"_____ 8, 035. 315

Silver Lake, 4.0 mi. NW. of, 250 ft. N. of creek, 60 ft. N. of side of rd. 

at Wilson sawmill, in large granite boulder; aluminum tablet 

stamped "7451 S LAK" 42 ___-_______________________________ 7, 442. 062

Silver Lake, 4.0 mi. NW. of, 900 ft. W. of Big Cottonwood ranger 

sta., between old and new rds., 200 ft. N. of crossroads, under 

power line, 40 ft. W. of wooden power pole 214, in limestone boulder 

6 ft. high; standard tablet stamped "7440 1936"_______________ 7, 439. 655

GILBERT PEAK QUADRANGLE"

[Latitude 40°30'-41°00'; longitude 110°00'-110°30'] 

DUCHESNE AND SUMMIT COUNTIES

From Hayden Peak quadrangle at point in sec. 29, T. 3 N., R. 13 E. along road 

east to Gilbert Meadows, thence southwest along road and trail and back 

into Hayden Peak quadrangle at sec. 32, T. 2 N., R. 13 E. (by E. W. Glafcke 

in 1901)

T. 3 N., R. 13 E., sec. 29, 400 ft. W. of West Fork of Smith Fork 

River, 500 ft. NW. of ford, at old steel sawmill site; standard iron 

post with bronze cap stamped "9373 EVAN"_________________ 9, 374. 343

T. 2 N., R. 13 E., sec. 11, 1.5 mi. S. of rd. fork at Gilbert Meadows, 

100 ft. S. of edge of small park in pine timber, near trees blazed and 

marked all around, in large boulder; standard tablet stamped 

"9905 EVAN"_-_--_-___-___-__________-____-_____--.______ 9, 907. 216

T. 2 N., R. 13 E., sec. 27, in small saddle on divide between East and 

West Forks of Smith Fork, 7.0 mi. in air line N.65°W. of Gilbert 

Peak, 125 ft. due E. of small lake, in rock; standard tablet stamped 

"10690 EVAN"________________________-_.__--______10, 691. 958

T. 2 N., R. 13 E., near &% cor. sec. 32, on divide between East Fork of 

Blacks Fork and East Fork of Smith Fork, in large boulder; standard tablet stamped "11428 EVAN"___._..------.-.--- ----'ll, 430. 159

« This tablet was reset in 1936 by W. B. Upton, Jr. Its present site is described in the following entry. 

« A narrow strip of territory along the north boundary of this quadrangle lies in Wyoming.
GOLD HILL QUADKANGLE 89

From road fork in Gilbert Meadows at east side of sec. 34, T. 3 N., R. 13 E., along 

road southeast to China Lake, thence southeast along trail 2.5 miles to summit of divide, thence northeast along trail following West Fork to its confluence with Henrys Fork (by E. W. Glafcke in 1902)

Gilbert Meadows, 1.3 mi. E. of, 2.5 mi. along rd. NW. of China Lake, 

at summit of divide between Gilbert Creek and East Fork of Smith 

Fork, 10 ft. N. of rd., near mound of rock, in large boulder; stand- Feet 

ard tablet stamped "9938 EVAN"_____-__-.__-_-------_ 9, 939. 422

China Lake; surface of water Aug. 4, 1902__----_--__-__-_______-_ 9, 405. 3

China Lake, 0.2 mi. SE. of, 200 yd. W. of Conger cabin, 10 ft. N. of 

rd., 400 yd. W. of East Fork of Smith Fork, in large boulder; standard tablet stamped "9401 EVAN"________.____________ 9, 402. 911

China Lake, 2.3 mi. SE. of, at summit of divide between West Fork 

and East Fork of Smith Fork, 150 ft. E. of fork of blazed trail, in 

large boulder; standard tablet stamped "10203 EVAN"__._._... 10, 204. 536

Smiths ranch, 1.7 mi. W. of, 0.2 mi. NE. of mouth of West Fork, 

200 ft. SE. of Henrys Fork, 500 ft. N. of Utah-Wyoming State 

line, in open sagebrush flat, in large morainal boulder; aluminum 

tablet stamped. "8535 EVAN" ^.............................. 8, 537. 019

GOLD HULL QUADRANGLE

[Latitude 40°00'-40°15'; longitude 113°45'-114°00'] 

TOOELE COUNTY

From Dutch Mountain No. 4 quadrangle northwest along Callao road and old 

Lincoln Highway to Gold Hill, thence southwest to west side of Clifton Flat, 

thence southeast along road through Overland Canyon into Callao quadrangle (by S. L. Parker in 1924)

Gold Hill, 6.0 mi. SE. of post office, 0.3 mi. SE. of junction of old 

Lincoln Highway, 33 ft. W. of rd., in granite outcrop; standard 

tablet stamped "P 6 1924" (recovered by U. S. C. & G. S. in 

1934)_-.____._.__--_-_____..-_ _--_-_I-_ _.._ __ _.__ 4, 767. 205

Reference mark, 43 ft. NW. of tablet, on granite outcrop; chiseled

square...____--_--______-______-----_____---_---_------_-_- 4, 772. 10

Gold Hill, 5.2 mi. SE. of, 140 ft. E. of highway, in base on W. side of

granite boulder 2 ft. in diameter; chiseled square.__-_--__..___-__ 4, 992. 52

Gold Hill, 4.6 mi. SE. of, 0.2 mi. NW. of junction of rd. S., on brow 

of long hill, 10 ft. E. of highway, on highest point of granite outcrop; chiseled square_-______-___--_----__-__---____--_-____-- 5, 059. 96

Gold Hill, 3.8 mi. SE. of, 530 ft. NW. of junction of rd. W., 200 ft. W. 

of highway, on white quartz outcrop; chiseled square_____________ 5, 066. 95

Gold Hill, 3.1 mi. E. of, 50 ft. S. of highway at sharp curve to W., in

gray granite outcrop; standard tablet stamped "P 7 1924"_____. 5, 147. 893

Reference mark, 4 ft. W. of tablet, on rock outcrop; chiseled square._ 5, 147. 44

Gold Hill, 2.6 mi. E. of, 105 ft. S. of highway, on granite outcrop; 

chiseled square________________----__-----__-_--__-_-________ 5, 171. 69

Gold Hill, 2.1 mi. E. of, 15 ft. S. of highway, near foot of steep hill, on

granite boulder 4 ft. in diameter; chiseled square._____----__-_.. 5, 269. 60

Gold Hill, 1.3 mi. E. of, 0.5 mi. N. of Gold Hill Mine, near mouth of 

small canyon, 5 ft. S. of curve in highway at junction of cut-off rd. 

SE., on stone outcrop; chiseled square_________________-_--___-_ 5, 291. 04

Gold Hill, 0.6 mi. E. of, 100 ft. E. of highway, on gray granite ledge; 

chiseled square.______________________________________________ 5, 200. 82

" This benchmark Is in Wyoming!
90 SPIRIT LEVELING IN UTAH, 1897-1938

Gold Hill, 190 ft. NE. of post office, 100 ft. NE. of dwelling of J. J.

Gerster, in gray granite outcrop; standard tablet stamped "P 8 $ttt 

1924" (recovered by U. S. C. & G. S. in 1934)...___.___.____ 5, 321. 781

Reference mark, 14 ft. NW. of tablet, on granite outcrop; chiseled

square--.-----------------------------------------------..- 5, 318. 33

Gold Hill, 0.7 mi. SW. of, about 520 ft. S. of junction of rd. E. to U. S. 

Mine, 100 ft. SE. of old prospect hole, 90 ft. W. of highway, on 

brown boulder 4 ft. in diameter; chiseled square.________________ 5, 416. 45

Gold Hill, 2.0 mi. SW. of, 850 ft. S. of crossroads, 50 ft. E. of highway,

on S. side of granite ledge outcropping from hill; chiseled square.__ 5, 723. 77

Gold Hill, 3.1 mi. SW. of, 0.8 mi. SW. of rd. fork, 550 ft. NE. of junction of rd. W. into small canyon, 30 ft. E. of highway, in ledge; 

standard tablet stamped "P 9 1924"._...______.________._.___ 5, 972. 240

Reference mark, 85 ft. NW. of tablet, 10 ft. W. of highway, on rock 

ledge; chiseled square._______________________________________ 5, 969. 48

Gold Hill, 3.8 mi. SW. of, at junction of rd. SE. to Overland Canyon, 

60 ft. N. of summit of ridge, on E. side of highway, in root on S. 

side of 8-in. cedar tree used as signpost; copper nail and washer. __ 6, 163. 68

Gold Hill, 4.6 mi. SW. of, 640 ft. NE. of junction of rd. W. to-Ochre 

Mtn., 12 ft. E. of center line of highway, in root of 9-in. scrub cedar 

tree; copper nail and washer.____^_______________________ _ ____ 6, 141. 11

Gold Hill, 5.5 mi. SW. of, 0.2 mi. NE. of junction of old rd. to Overland Canyon, 5 ft. S. of highway, on boulder 22 in. in diameter, in 

place; chiseled square._______________________________________ 6, 144. 41

Gold Hill, 5.8 mi. SW. of, 17.5 mi. NW. of Callao, on W. side of Clifton 

Flat, 160 ft. SW. of junction of rd. to Overland Canyon, in rock 

ledge; standard tablet stamped "P 10 1924" (recovered by U. S. C. 

& G. S. in 1934)-.__________________________________"________ 6, 148. 9.19

Reference mark, 8 ft. S. of tablet, on ledge; chiseled square._________ 6, 149. 39

Callao, 16.6 mi. NW. of, 0.9 mi. SE. of junction of rd. to Overland

Canyon, 8 ft. S. of rd.; on white stone set in place; chiseled square. 6, 043. 58

Callao, 15.7 mi. NW. of, 6 ft. N. of rd., on large boulder set in place

and extending 18 in. above ground; chiseled square. _____________ 6, 003. 93

Callao, 15.0 mi. NW. of, in angle formed by and 35 ft. NW. of junction

of rd. to Gold Hill, on stone set in place; chiseled square..________ 5, 855. 80

Callao, 14.3 mi. NW. of, 0.7 mi. SE. of rd. junction, 9 ft. N. of rd., in 

lone boulder 4 ft. in diameter, in place and extending 2 ft. above 

ground; standard tablet stamped "P 11 1924" (recovered by U. S. 

C. & G. S. in 1934)__.._-.-_-...--._--.----_-_-_---__.-_.-_ _ 5, 768. 679

Reference mark, 8 ft. E. of tablet, on stone set flush with ground;

chiseled square.____________________-______-------__--------- 5, 767. 08

Callao, 13.2 mi. NW. of, at junction of Barney Reevey Gulch, 70 ft. 

E. of point where rd. leaves stream bed, on S. side of rd., on 4- by 

2-ft. boulder in place; chiseled square____________---__------___ 5, 623. 99

Callao, 12.6 mi. NW. of, 450 ft. SE. of junction of rd. to Midas Mine, 

1.0 mi. NW. of abandoned stone stage station, 110 ft. NW. of point 

where rd. leaves stream bed, on granite boulder 5 ft. in diameter 

and 2 ft. high; chiseled square___.____ v ___-_______---_-------__- 5, 509. 60

Callao, 11.6 mi. NW. of, in angle formed by junction of short rd. NW. 

with Callao rd., 230 ft. E. of abandoned stage station, 50 ft. W. of 

rd. near summit of hill, in boulder 3 ft. in diameter, in place; standard tablet stamped "P 12 1924" (recovered by U. S. C. & G. S. in

1934) ____-.._..__._.--......-_-_..-.-..--.......-_._..._-..- 5,530.061
GOLD HILL QUADRANGLE 91

Feet

Reference mark, 41 ft. SE. of tablet, on boulder; chiseled square_--__ 5, 530. 09 

Callao, 10.7 rni. NW. of, 15 ft. E. of rd., on stone set in place and

extending 10 in. above ground; chiseled square..------------.--- 5, 316. 28

Callao, 9.8 mi. NW. of, W. of junction of rd. N., 6 ft. N. of rd., on

14-ft. boulder in place and extending 1 ft. above ground; chiseled

square.....--_-------_---------_--------.-_--__-.---_---.__ 5, 119. 28

Callao, 8.9 mi. NW. of, 10 ft. E. of rd., on stone 8 in. by 6 in. at top,

set in place and extending 1 ft. above ground; chiseled square..-___ 5, 015. 71 

Callao, 8.2 mi. NW. of, near small wash running SE., 115 ft. E. of rd.,

in 3- by 2-ft. gray'boulder in place and extending 19 in. above ground;

standard tablet stamped "P 13 1924"_._.._.___ ___._-__....I. 4, 927. 049 

Reference mark, 14 ft. SE. of tablet, on 3- by 2-ft. boulder in place;

chiseled square__-_--__-_-_____--__-__-_-.___________________ 4, 924. 81

From Gold Hill northwest along Ferber Road 10 miles into Dutch Mountain 

No. 2 quadrangle (by S. I. Parker in 1924)

Gold Hill, at W. entrance to post office, in N. end of door sill; copper 

nail and washer. ____________________________________________ 5, 297. 65

Gold Hill, 1.1 mi. NW. of, .65 ft. E. of W. apex of triangle formed by rd. 

forks, 21 ft. S. of rd., on E. end of stone outcrop; chiseled square.... 5, 448. 03

Gold Hill, 2.1 mi. NW. of, on narrow ridge, 40 ft. S. of rd., on brown 

boulder 2 ft. in diameter, in place and extending 1 ft. above ground; 

chiseled square.__-_--__-____-_-_-_______-___-__-_-.--__-__-. 5, 675. 45

Gold Hill, 2.9 mi. NW. of, 0.6 mi. NW. of junction of rd. N., 0.4 mi. 

E. of divide between Deep Creek and Gold Hill Canyons, 25 ft. N. 

of rd., in gray rock ledge; standard tablet stamped "P 16 1924"__ 5, 885. 013

Reference mark, 12 ft. NE. of tablet, on rock ledge; chiseled square.- 5, 885. 55

Gold Hill, 3.3 mi. N W. of, 14 ft. S. of rd. at summit of divide, on granite

rock set in place and extending 1 ft. above ground; chiseled square.- 5, 963. 65

Gold Hill, 4.1 rni. NW. of, 8 ft. N. of rd. at summit of small ridge, 18 

in. above ground, in base of 8-in. scrub cedar tree; copper nail and 

washer.--_..-------------------._-_.--------------------.--- 5, 788. 91

Gold Hill, 5.2 mi. NW. of, 50 ft. W. of rd., on base of large conglomerate ledge; chiseled square.____-____________-_.________-_---- 5, 610. 08

Gold Hill, 5.5 mi. NW. of, 100 ft. W. of rd., in limestone ledge; standard tablet stamped "P 17 1924"..______________._---_..__.--_ 5, 544. 763

Reference mark, 6 ft. SE. of tablet, on same ledge; chiseled square.._ 5, 544. 83

Gold Hill, 6.5 mi. NW. of, 70 ft. E. of rd., 9 ft. W. of lone scrub tree, on

small rock ledge; chiseled square______-_____---______-__------- 5, 389. 21

Gold Hill, 6.8 mi. NW. of, at point of hill, 130 ft. N. of point where rd. 

enters stream bed, on rock ledge 3 ft. above stream bed; chiseled 

square..-_------------------...-I_---_-------_---.-------_- 5, 325. 04

Gold Hill, 7.8 mi. NW. of, 0.3 mi. NW. of junction of rd. S., 26 ft. S.

of rd., on boulder 4 ft. in diameter, in place; chiseled square. _-_._ 5, 163. 49

Gold Hill, 8.7 mi. NW. of, 0.4 mi. NW. of junction of rd. NW., 0.5 mi. 

SE. of crossroads, 5 ft. N. of rd., in boulder 3 ft. in diameter, in 

place and extending 1-ft. above ground; standard tablet stamped 

"P 18 1924"....---------.-.--.-..-.__._.-.._.__..._....-_.- 5,068.383

Reference mark, 4 ft. E. of tablet, on boulder; chiseled square....... 5, 068. 11

Gold Hill, 9.6 mi. NW. of, 0.4 mi. NW. of crossroads, 25 ft. S. of rd.,

on boulder 2 ft. in diameter, in place; chiseled square.----------- 4, 978. 38
92 SPIRIT LEVELING 13* UTAH, 1897-1938

From Dutch Mountain No. 2 quadrangle south along Deep Creek road to 

Ibapah (by S. L. Parker in 1924)

Ibapah, 15.3 mi. N. of post office, 60 ft. S. of small drain, 15 ft. E. of

center line of rd., on brown boulder 16 in. in diameter, in place and feet 

extending 1 ft. above ground; chiseled square J__________________ 4, 992. 44

Ibapah, 14.2 mi. N. of, 19 ft. E. of rd., on boulder in place; chiseled

square----------.-----------------------.------.------------ 4, 984. 16

Ibapah, 13.3 mi. N. of, 0.3 mi. SE. of junction of second-class rds. S.. 

and NW., on NE. side of mound-shaped hill 15 ft. high, 55 ft. W. 

of rd., in conglomerate ledge; standard tablet stamped "P 20 1924" 5, 030. 358

Reference mark, 3 ft. SE. of tablet, on ledge; chiseled square.. ______ 5, 029. 78

Ibapah, 12.5 mi. N. of, 485 ft. S. of sharp curve known as "The Danger 

Point," 15 ft. *W. of rd., near base of rock cliff, on boulder 3 ft. in 

diameter and 2 ft. high; chiseled square._______________________ 5, 045. 56

Ibapah, 11.9 mi. N. of, 60 ft. W. of rd. at spur of hill, on boulder

4 ft. in diameter and 2 ft. high; chiseled square._________________ 5, 062. 02

Ibapah, 10.8 mi. N. of, about 400 ft. N. of rd. junction at NE. corner 

of White Sage Flat, near base of prominent rock cliff, 19 ft. W. of 

rd., in boulder 6 ft. in diameter and 4 ft. high; standard tablet 

stamped "P 21 1924"__________________________________-____ 5, 097. 409

Reference mark, 14 ft. E. of tablet, 10 ft. W. of rd., on boulder;

chiseled square._______________________________________________ 5, 095. 41

Ibapah, 9.9 mi. N. of, 550 ft. S. of bridge over fork of Deep Creek 

Wash, at NE. point of rock ledge, 42 ft. W. of rd., on brown rock 

outcrop; chiseled square.____________________________________ 5,120.12

Ibapah, 9.2 mi. N. of, 0.2 mi. SE. of junction of rd. SW., at spur of

hill, 20 ft. W. of rd., on boulder 2 ft. in diameter; chiseled square.- 5, 134. 70

Ibapah, 7.9 mi. N. of, 0.3 mi. N. of junction of rd. W. to Erickson 

ranch, about 800 ft. N. of junction of rd. E., 13 ft. W. of center line 

of rd., 6 ft. S. of corner fence post, 1 ft. E. of fence line, in gray 

granite stone set in place; standard tablet stamped "P 22 1924"__ 5, 133. 798

Reference mark, 6 ft. S. of tablet, on boulder buried 7 in. below surface

of ground; chiseled square.___________________________'______^_ 5, 132. 86

Ibapah, 6.9 mi. N. of, 0.9 mi. S. of junction of rd. E., 12 ft. W. of 

center line of rd., 8 in. E. of fence line, on stone 7 in. b}' 5 in. on 

top, set in place; chiseled square_____________________________ 5, 134. 73

Ibapah, 6.4 mi. N. of, 2.2 rni. N. of Bonnemart ranch, on W. side of rd., 

25 ft. S. of corner of wire fence, 1 ft. E. of fence line, on boulder 

12 in. in diameter, set in place and extending 7 in. above ground; 

chiseled square._____________________________________________ 5, 141. 30

Ibapah, 5.7 mi. N. of, 1.5 mi. N. of Bonnemart.ranch; on W. side of rd., 

1 ft. E. of fence line, in stone set in place; standard tablet stamped 

"P23 1924"______. ---_--------..__-_-_________.___.__.-_-__ 5, 147.275

Reference mark, 10 ft. S. of tablet, on large boulder in place; chiseled 

square----------------------------------------------------- 5, 147. 45

Ibapah, 5.1 mi. N. of, 1.1 mi. N. of Bonnemart ranch, on W. side of 

rd., 1 ft. E. of fence line, on stone 7 in. in diameter at top, set in 

place; chiseled square._-_----.-_----------------------------- 5, 154. 68

Ibapah, 4.1 mi. N. of, 53 ft. SE. of Bonnemart ranch house, near 

artesian well, in root on NW. side of easternmost tree in S. row of 

willows; copper nail and washer--_-_---------____--_-__----__- 5, 175. 47

. Ibapah, 3,1 mi. N. of, 1.0 mi. SE. of Bonnemart ranch, 80 ft. NW. 

of junction of rd. NE., in stone 12 in. by 8 in. at top, set in place; 

'. standard tablet stamped "P 24 1924"____._____...____________ 5, 202. 099
GOLD HILL QUADRANGLE 93

Reference mark, 7 ft. N. of tablet, on large stone set flush with ground; feet 

chiseled square_____--___---_------__-_----_..-----_----_---- 5, 201. 58

Ibapah, 2.4 mi. N. of, 250 ft. S. of junction of rd. N., 30 ft. E. of rd.,

on stone monument 20 in. square; chiseled square_--___---___--_ 5, 216. 40

Ibapah, 1.3 mi. N. of, 0.3 mi. SW. of junction of rd. SE., 315 ft. SW. 

of rd. W. to Sheridan ranch house, 21 ft. E. of rd., on stone set in 

place; highest point.________-_____---_-_----________-_-_-____ 5, 236. 95

Ibapah post office, 345 ft. NW. of, 33 ft. E. of center line of rd., in 

stone set in place; standard tablet stamped "P 25 1924" (recovered 

by U. S. C. & G. S. in 1934)._..._.__._._!_.._......_...____._. 5, 288. 415

Reference mark, 6 ft. N. of tablet; 1-in. iron bar with cap, set 15 in.

below surface of ground___-____________---__________-_-___._- 5, 287. 04

From point on Deep Creek road 3.1 miles northeast of Ibapah northeast along 

road and old Lincoln Highway to west side of Clifton Flat (by S. I. Parker 

in 1924)

Ibapah, 4.0 mi. NE. of, 0.4 mi. NE. of crossroads, 22 ft. N. of rd. on 

summit of rise, on large stone set in place and extending 1 ft. above 

ground; chiseled square-___-----------------_-_-----__---____- 5, 306. 36

Ibapah, 5.0 mi. NE. of, 30 ft. S. of junction of rd. W. to artesian well, 

on S. side of highway, on large stone set in place and extending 11 

in. above ground; chiseled square.__--_-__---___-___-___.______ 5, 504. 58

Ibapah, 5.8 mi. NE. of, 0.3 mi. W. of junction of rd. SW., 50 ft. S. of 

highway where rd. follows narrow ridge, in boulder 3 ft. in diameter, set in place; standard tablet stamped "P 26 1924"..--_.._ 5, 684. 180

Ibapah, 7.0 mi. NE. of, 120 ft. W. of crossing of small drain, 30 ft. N.

of highway, on ledge; chiseled square-____________________ ______ 5, 868. 25

Ibapah, 7.9 mi. NE. of, 0.5 mi. W. of rd. junction, at W. side of

Clifton Flat, 85 ft. N. of highway, on ledge; chiseled square._____ 6, 064. 03

From Gold Hill northeast along Deep Creek Railroad into Dutch Mountain 

No. 2 quadrangle (by S. I. Parker in 1924)

 Gold Hill, in front of R. R. sta.; top of N. raiL----_-----_-_-____- 5, 244. 1

 Gold Hill, 0.3 mi. NE. of R. R. sta., at W. end of cut, 11 ft. S. of track,

on granite ledge; chiseled square___--___-_-_-_______--_--_..____ 5, 222. 12

 Gold Hill, 1.5 mi. NE. of, 0.9 mi. NE. of junction of rd. NW. to. Pool 

Canyon, 0.2 mi. NE. of stream crossing, 19 ft. W. of track, on 

boulder 4 ft. in diameter and 2 ft. high; chiseled square.--------- 5, 047. 98

 Gold Hill, 2.7 mi. N. of, 0.5 mi. SW. of rd. crossing, 32 ft. W. of track,

in quartz outcrop; standard tablet stamped "P 27 1924".._... 4, 868. 048 

Reference mark. 4 ft. S. of tablet, on quartz outcrop; chiseled square. 4, 867; 85

 Gold Hill, 3.8 mi. NE. of, 0.6 mi. NE. of rd. crossing, 20 ft. N. of 

culvert under track, 17 ft. W. of track, on boulder 3 ft. in diameter; 

chiseled square._______-__.________.____-_____-___-___-_-___- 4, 694. 19

Crold Hill, 4.8 mi. NE. of, 320 ft. N. of telegraph pole 40, 20 ft. W. of

track, on boulder 2 ft. in diameter; chiseled square----__----___- 4, 552. 85

 Gold Hill, 5.9 mi. NE. of, 680 ft. N. of small wash, 45 ft. W. of track, 

in boulder 3 ft. in diameter and 1 ft. high; standard tablet stamped 

"P 28 1924".....__________.____..___..._..__-....____..._. 4, 448. 376

Reference mark, 13 ft. S. of tablet, on boulder 2 ft. in diameter; chiseled square.__---__-___--___--__---___--_-____--___---_____- 4, 448. 14

127289 40 7
94 SPIRIT LEVELING IN UTAH, 1897-1938

From Dutch Mountain No. 2 quadrangle at point 4.6 miles in air line west of 

Garrison Mine southwest along roads through saddle to point on Ferber 

road 8.7 miles northwest of Gold Hill (by S. L. Parker in 1924)

Gold Hill, 8.6 mi. NW. of, 6.3 mi. SW. of Garrison Monster water 

tank on Deep Creek R. R., 0.3 mi. NE. of Ferber rd., on top of 

saddle, 8 ft. E. of rd., on stone set in place and extending 18 in. Feel 

above ground; chiseled square__-__i_-__--_____________________ 5, 125. 82

GRANITE PEAK QUADRANGLE

[Latitude 38°30'-39°00'; longitude 112°30'-113°00'] 

BEAVER, MIILARD, AND SEVIER COUNTIES

From Sevier quadrangle along State Highway 13 west to Cove Fort, thence 

northeast along U. S. Highway 91 into Richfield No. 2 quadrangle (by E. E. 

Harris in 1931)

Cove Fort, 4.7 mi. E. of, on E. side of curve in highway, in center of

concrete head wall of culvert; chiseled square.__________________ 6, 918. 07

Cove Fort, 3.7 mi. E. of, on N. side of highway, on lava outcrop; 

chiseled square.___-___----___-____--___________________..____ 6, 605. 81

Cove Fort, 2.8 mi. E. of, 26 ft. S. of center line of highway, 60 ft. W. 

of large concrete culvert, in concrete post; standard tablet stamped 

"1931 H 125 6438"<s____---__-___---_____________-___________ 6, 437. 439

Reference mark, 67 ft. NE. of tablet, in center of N. concrete head 

wall of culvert; chiseled square--______________________________ 6, 439. 50

Cove Fort, 2.1 mi. E. of, on N. side of curve in highway, in center of

concrete head wall of culvert; chiseled square-__________________ 6, 300. 72

Cove Fort, 1.1 mi. E. of, on S. side of highway, on concrete base of 

upright of boundary signboard reading "Fish Lake National 

Forest"; chiseled square.__-_--_-_--_-_--__-____--__..________ 6, 122. 62

Cove Fort, near center of large triangle formed by junction of U. S. 

Highway 91 and State Highway 13, 4 ft. E. of E. face of Cove Fort 

monument, in concrete post; standard tablet stamped "1931 H 126 

5997" (recovered by U. S. C. & G. S. in 1934)____________.._____. 5, 996. 625

Reference mark, 1,600 ft. NW. of tablet, in center of N. concrete head 

wall of culvert; chiseled square._______________________________ 5, 974. 97

Cove Fort, 0.7 mi. W. of monument, on N. side of U. S. Highway 91, 

at corner of fence, in center of concrete head wall of culvert; chiseled square (recovered by U. S. C. & G. S. in 1934)______._______ 5, 941. 609

Cove Fort, 1.8 mi. NW. of, on E. side of curve in highway, 120 ft. S. 

of junction of rd. W. to Millard Valley, in center of concrete head 

wall of culvert; chiseled square (recovered by U. S. C. & G. S. in 

1934) _._-___- - _ .------ ----------_--_--- 5,954. 165

Cove Fort, 2.5 mi. NW. of, on E. side of curve in highway, in center 

of concrete head wall of culvert; chiseled square (recovered by U. S. 

C. & G. S. in 1934)-________--_----_--_--_---_-----_--------- 6, 001. 943

Cove Fort, 3.3 mi. NW. of, 34 ft. W. of center line of highway, on 

summit, in concrete post; standard tablet stamped "1931 H 127 

6156" (recovered by U. S. C. & G. S. in 1934) 6,155. 312

Cove Fort, 4.5 mi. NW. of, on E. side of highway near base of long 

grade, in center of concrete head wall of culvert; chiseled square 

(recovered by U. S. C. & G. S. in 1934)_-___- __---. -------- 5, 872. 364

« In 1932 it was reported that the concrete post was badly chipped.
GRASSY QUADRANGLE 95

Cove Fort, 5.6 mi. NW. of, 33 ft. NW. of center line of highway, on 

small knoll, in concrete post; standard tablet stamped "1931 H 128 Feet 

5709" (recovered by U. S. C. & G. S. in 1934) ................ 5, 709. 037

Reference mark, 100 ft. SE. of tablet, on concrete head wall of culvert; chiseled square.________________________________________ 5, 708. 49

Cove Fort, 6.1 mi. NW. of, on E. side of highway at point where old 

highway parallels base of mountain, in center of concrete head wall 

of culvert; chiseled square (recovered by U. S. C. & G. S. in 1934) _. 5, 686. 104

Cove Fort, 6.9 mi. NW. of, 100 ft. W. of center line of highway, in NE. 

angle of junction of rd. E. to gravel pit at summit of grade, on 

boulder set flush with ground; chiseled square (recovered by U. S. C. 

& G. S. in 1934)..-..-_.-.._...-_---._.._..------._------.--. 5, 738. 945

Cove Fort, 7.7 mi. NW. of, on W. side of curve in highway, on prominent rock ledge; chiseled square (recovered by U. S. C. & G. S. in 

1934)....___--......_-.--..-.--_-_........--.---.--.._..... 5,608.539

Cove Fort, 8.5 mi. NW. of, 21 ft. S. of center line of highway, 35 ft. 

W. of painted telephone pole, partially covered in edge of highway 

fill, in concrete post; standard tablet stamped "1-931 H 129 5457" 

(recovered by U. S. C. & G. S. in 1934).___.............._...... 5, 456. 941

Cove Fort, 9.1 rni. NW. of, on E. side of highway, W. of lone cedar

tree, on boulder; chiseled square-_-_--_--___.---^-----------.-_ 5, 361. 10

Cove Fort, 9.8 mi. NW. of, 10.8 mi. SW. of Kanosh, on W. side of . 

highway, 60 ft. N. of junction of dim rd. SW., on large red boulder; 

chiseled square._____________________________________________ 5, 269. 72

Kanosh, 10.0 mi. SW. of, on E. side of curve NE. in highway, 40 ft. N.

of pole at angle in telephone line, on boulder; chiseled square.--.-- 5, 139. 30

Kanosh, 9.1 mi. SW. of, 70 ft. SE. of center line of highway, 120 ft. 

E. of culvert, 2 ft. N W. and 9 ft. SW. from.fence line, between 

highway and abandoned rd., in concrete post; standard tablet, 

stamped "1931 H 130 5032" (recovered by U. S. C. & G. S. in 

1934)... ---____._-.-..._-.-___........_..._-.............-. 5,031.552

Kanosh, 8.1 mi. SW. of, on S. side of highway at summit of grade, inside of fence, on prominent rock outcrop; chiseled square._________ 5, 014. 57

Kanosh, 7.5 mi. SW. of, on NW. side of highway, near rocky point of 

hill, on rock outcrop; chiseled square (recovered by U. S. C. & G. S. 

in 1934)---....-.--....-.------...--_-_--..----.._--.-...-.-. 4,977. 798

Kanosh, 6.3 mi. SW. of, 38 ft. NW. of center line of highway, 2 ft. 

NW. and 4 ft. SW. from fence, in concrete post; standard tablet 

stamped "1931 H 131 4949" 46 ._.____________________________ 4,949.085

Kanosh, 5.2 mi. SW. of, on NW. side of highway, 70 ft. E. of drain 

pipe, in cedar stump; copper nail and washer_._____-__----_..__- 4, 978. 78

Kanosh, 4.3 mi. SW. of, on S. side of highway; on boulder; chiseled 

square (recovered by U. S. C. & G. S. in 1934)..___________ 5, 021. 840

GRASSY QUADRANGLE

[Latitude 39°15'-39°30'; longitude 110°15'-110°30'] 

CARBON AND EMERY COUNTIES

From Mounds quadrangle southeast along Denver & Rio Grande Western 

Railroad into Beckwith Peak quadrangle (by I. F. Biggs in 1910; leveled

twice)

Cedar sta., 300 ft. N. of, about 13 mi. NW. of Woodside, near section-house, 10 ft. S. of telephone pole, on E. side of right-of-way; 

standard iron post with bronze cap stamped "5172 44" (recovered by U. S. C. & G. S. in 1927)_.___. ____._ __...._..... 5, 174. 724

<» In 1932 this benchmark was reported destroyed.
96 SPIRIT LEVELING IF UTAH, 1897-1938

Woodside, 9.4 mi. NW. of, 400 ft. W. of milepost 590, at E. end of

cut, on N. side of right-of-way, in boulder; aluminum tablet Feet 

stamped "5040 45" (recovered by U. S. C. & G. S. in 1927)______ 5, 042. 362

Woodside, about 6 mi. NW. of, at Grassy'siding, 8 ft. S. of telephone 

pole, behind telephone booth, on E. side of right-of-way; standard 

iron post with bronze cap stamped "4851 46" (recovered by 

TJ. S. C. & G. S. in 1927).____________________________________ 4, 853. 740

Woodside, about 3 mi. N. of, in W. edge of N. abutment of bridge 

583-B; aluminum tablet stamped "4614 47" (recovered by U. S. C. 

& G. S. in 1927)___________________________________J_________ 4, 686. 014

Woodside, 400 ft. S. of sta., in W. end of N. abutment of steel bridge;

aluminum tablet stamped "4626 48"________________________ 4, 627. 319

GTJNLOCK QUADRANGLE

[Latitude 37°00'-37°30'; longitude 113°30'-114°00'] 

WASHINGTON COUNTY

From Modena quadrangle near Enterprise Reservoir south along road to point 

6.5 miles ndrtheast of Goldstrike (by R. B. Steele in 1937)

Enterprise Reservoir, 1.0 mi. SW. of, 0.5 mi. SW. of gate in Forest 

Service fence, 12 ft. W. of center line of rd., at base of large rock outcrop, on extreme E. end; Chiseled square.________________________ 5, 818. 56

Enterprise Reservoir, 1.9 mi. SW. of, 0.2 mi. W. of Lost Cave, in wye 

at fork of rd. to Grassy Flat, in top of boulder set in place; standard 

tablet stamped "RS 7 1937 5840"-____-____._.___.___________ 5, 840. 168

Reference mark, 126 ft. N. of tablet, 85 ft. N. of rd. fork, 20 ft. W. of 

rd., on top of boulder set in place; chiseled square.___.____!______ 5, 835. 17

Enterprise Reservoir, 2.5 mi. S. of, 0.8 mi. SW. of Lost Cave, 70 ft. NW. 

of rd. crossing at Cave Creek, on top of boulder in place; chiseled 

square._________-__'___-_--_-----___________________________ 5, 975. 90

Enterprise Reservoir, 3.0 mi. S. of, 1.3 mi. SW. of Lost Cave, 22 ft.

SE. of center line of rd., on top of large rock outcrop; chiseled square- 6, 118. 78

Enterprise Reservoir, 3.7 mi. S. of, on N. side of traveled rd. at summit

of Maple Ridge, on top of boulder in place; chiseled square-_______ 6, 275. 51

Enterprise Reservoir, 4.1 mi. S. of, on S. slope of Maple Ridge, 1.4 mi. 

N. of crossing of Moody Wash, 25 ft. N. of center line of rd., in top 

of rock outcrop; standard tablet stamped "RS 8 1937 6128"__.__ 6, 128. 378

Reference mark, 25 ft. N. of center line of rd., on top of rock outcrop;

chiseled square.----_-__----__-_--_--_____._________.__._____ 6, 127. 28

Enterprise Reservoir, 4.9 mi. S. of, 6.5 mi. NE. of Goldstrike, 0.6 mi. 

NE. of crossing of Moody Wash, 1.1 mi. W. of junction of EnterpriseVeyo rd. and rd. leading up Moody Wash, at junction of rd. SW., in 

base on E. side of 14-in. cedar tree; copper nail and washer. _______ 5, 712. 38

 From point 6.5 miles northeast of Gol/istrike southwest along roads and trail to 

point near Nordin ranch, thence southeast and northeast by way of Jackson 

Springs and Gunlock to Veyo, thence south 2 miles along State Highway 18. 

|(by R. B. Steele in 1937 and 1938; leveled twice)

Goldstrike, 5.9 mi. NE. of, in NE. angle of crossing of Moody Wash,

5 ft. Wi of twin willow tree, on top of boulder in place; chiseled square. 5, 587. 05

Goldstrike, 5.5 mi. NE. of, 2.0 mi. NE. of Forest Service gate, at summit of first ridge S. of Moody Wash, 35 ft. W. of rd., 2 ft. E. of rock 

cairn, in top of boulder set in place; standard tablet stamped "RS 

9 1937 5799".._-_---_-------_---.-------_-------_----_.._- 5,798. 757

Reference mark, 80 ft. NE. of tablet, 40 ft. E. of rd., on boulder in

place; chiseled square._____-__-__-_____--_-________-__-_____. 5, 796. 89
GUNLO'CK QUADRANGLE 97

Goldstrike, 5.2 mi. NE. of, 1.8 mi. NE. of Forest Service gate, on E. 

side of rd., at quarter corner between sees. 27 and 34, T. 38 S., 

R. 18 W.; top of General Land Office iron post with cap stamped Feet 

"# cor. sees. 27 and 28, 1912"_._____________________________ 5, 685. 023

Goldstrike, 4.4 mi. NE. of, 1.0 mi. NE. of Forest Service gate, in

"Narrows," on W. edge of trail, at base of rock bluff; chiseled square. 5, 456. 76

Goldstrike, 3.4 mi. NE. of, 60 ft. SE. of Forest Service gate, 20 ft. E. of 

trail, in top of large boulder in place; standard tablet stamped 

"RS 10 1937 5183"______________-__--___-__L____--_______-_ 5, 183. 229

Reference mark, 28 ft. SE. of tablet, 80 ft. SE. of gate, on top of boulder

in place; chiseled square......________________________________ 5, 184. 10

Goldstrike, 2.4 mi. NE. of, 100 ft. S. of creek crossing trail, 20 ft. W. of

trail, on-top of boulder in place; chiseled square.____-___-_ _!__-- 4, 985. 14

Goldstrike, 1.4 mi. NE. of, 60 ft. N. of creek crossing trail, 18 ft. W. of 

trail, in top of boulder in place; standard tablet stamped "RS 

11 1937 4784"___________________________________________._ 4,783.863

Reference mark, 50 ft. NE. of tablet, 60 ft. N. of creek crossing trail,

18 ft. E.1( of trail,,on top of .bpulder.j.n place,;^chiseled.square..-----. 4, 786. 39

Goldstrike, 0.3 mi. NE. of, in front of ranch house of A. M. Little, on 

E. side of rd., in top of boulder in place; standard tablet stamped 

"RS 1937 4627"_._-________________-______________________-_ 4, 627. 196

Reference mark, 64 ft. S. of tablet, 45 ft. SE. of rd., on top of boulder

in place; chiseled square__---____-_-------_-_-_--______---__-- 4, 625. 90

Goldstrike, 15 ft. S. of center line of rd. at, 140 ft. SW. of cabin with 

willow tree standing nearby, on top of boulder in place; chiseled 

square_____________________________._______________________ 4, 583. 10

Goldstrike, 1.0 mi. SW. of, 15 ft. S. of center line of rd., in rock ledge, 

15 ft. from end of ledge, about 3 ft. above surface of ground; standard tablet stamped "RS 12 1937 4448"________________,_____._ 4, 448. 015

Reference mark, 34 ft. NW. of tablet, 30 ft. N. of rd., on top of large 

boulder in place; chiseled square_____.__--______-_--______-.___ 4, 445. 42

Goldstrike, 2.0 mi. SW. of, 95 ft. S. of creek crossing rd., 15 ft. W. of 

rd., on top of large boulder in place; chiseled square.____________ 4, 330. 42

Goldstrike, 3.3 mi. SW. of, 20 ft. N. of center line of rd., in base of 

high rock ledge, about 2 ft. above surface of ground; standard tablet 

stamped "RS 13 1937 4181"_-__-_-_----_--_________--___-_- 4, 180. 414

Reference mark, 47 ft. N. of tablet, 30 ft. N. of center line of rd., on

rock ledge; chiseled square__.___._---___-______--____-__-_____ 4, 179. 02

Goldstrike, 3.9 mi. SW. of, 30 ft. SE. of rd., at top of first grade S. of 

Goldstrike where rd. goes around point of ridge, in base of 12-in. 

stunted cedar tree; copper nail and washer._____________________ 4, 323. 13

Goldstrike, 5.0 mi. SW. of, about 0.5 mi. E. of East Fork of Beaver 

Dam Wash, at point where rd. descends into wash, on S. side of 

canyon, about 2 ft. abftve surface of ground, in rock ledge; standard 

tablet stamped "RS 14 1937 4171"_-_-_-.__._________________ 4, 171. 147

Reference mark, 50 ft. NE. of tablet, on S. side of canyon, on top of

large boulder in place; chiseled square_-_-_-____-__.-___--______- 4, 174. 53

Goldstrike, 6.0 mi. SW. of, 3.1 mi. NE. of Nordin ranch, about 0.5 mi.

N. of rd. summit, on W. side of rd. in canyon, about 4.5 ft. above " 

ground, on top of rock ledge; chiseled square.-.----.-.__________ 4,477. 13

Goldstrike, 7.0 mi. SW. of, 2.2 mi. NE. of Nordin ranch, 45 ft. W. of 

rd., in rock outcrop; standard tablet stamped "RS 15 1937 4734". 4, 734. 168

Reference mark, 55 ft. E. of tablet, 40 ft. W. of rd., on top of boulder;

chiseled square._____________________________________________ 4, 730. 70
98 SPIRIT LEVELING IN UTAH, 1897-1938

Goldstrike, 8.2 mi. SW. of, 1.0 mi. NE. of Nordin ranch, 40 ft. E. of 

rd. fork, about 4 ft. above rd. surface, on top of boulder in place; Fttt 

chiseled-square.___________^_________________________________ 4, 364. 36

.Goldstrike, 8.9 mi. SW. of, 1.4 mi. NE. of junction of Goldstrike rd. 

and St. George-Nelson ranch rd., 0.8 mi. SW. of fork of rd. to 

Nordin ranch, 15 ft. S. of center line of rd., 8 ft. E. of bitter bush 

tree, in top of boulder in place; standard tablet stamped "RS 16 

1937 4296"-.__-_.._....___________________________________ 4, 296. 163

Reference mark, 80 ft. E. of tablet, 15 ft. N. of center line of rd., on

top of boulder; .chiseled square.____________ _ _ _____ _ ________ 4, 292. 49

Goldstrike, 10.0 mi. SW. of, 4.2 mi. NE. of Jackson Springs, 220 ft. 

NE. of junction of St. George-Nelson ranch rd. and rd. N. to 

Goldstrike, 90 ft. E. of latter rd., 30 ft. SW. of 10-in. cedar tree, on. 

rock outcrop; chiseled square. __. _- __ -_._ _ 4,074.11

Jackson Springs, 3.5 mi. NW. of, on St. George-Nelson ranch rd., 

0.7 mi. SE. of junction of rd. N. to Goldstrike, about 50 ft. W. of 

rd. summit, on ridge, 20 ft. N. of center line of rd., in top of boulder; 

standard tablet stamped "RS 17 1937 4191"___________-______ 4, 191. 396

Reference mark, 59 ft. E. of tablet, about 50 ft. N. of center line of rd., 

on top of rock outcrop; chiseled square__________--___-___.____ 4, 192. 65

Jackson Springs, 1.5 mi. NW. of, 70 ft. SW. of center line of St. 

George-Nelson ranch rd., in top of boulder in place; standard 

tablet stamped "RS 18 1937 4109"__________ _ _____________ 4, 108. 850

Reference mark, 40 ft. N. of tablet, 40 ft. W. of center line of rd., on

top of boulder in place; chiseled square..... __ _ _ ^_._ _ _ ____ 4, 108. 83

Jackson Springs, 0.5 mi. NW. of, 55 ft. SW. of center line of rd., at 

junction of rd. and wash, about 8 ft. above surface of rd., on top of 

rock ledge; chiseled square.. _____. --__-_ _ ---.__ 4,010.62

Jackson Springs, 0.5 mi. SE. of, 30 ft. SW. of rd., about 2 ft. above 

ground, in top of large round boulder in place; standard tablet 

stamped "RS 19 1937 3914"..__.._..__._._......__....__.... 3, 914. 128

Reference mark, 70 ft. from tablet, 70 ft. SW. of rd., on rock; chiseled 

square.....'._ _____ _____ ____ _____._ __ 3, 914. 02

Jackson Springs, 1.4 mi. SE. of, 20 ft. NE. of junction of St. GeorgeNelson ranch rd. and rd. NE. to Gunlock, on top of boulder set 

in place; chiseled square__.___-.__.______..___..______..__._ 3, 980. 08

Jackson Springs, 1.4 mi. SE., thence 0.6 mi. N. from, 11.0 mi. SW. of 

Gunlock, 0.6 mi. N. of junction of St. George-Nelson ranch rd., 35 

ft. W. of Jackson Springs-Gunlock rd., on opposite side of wash 

from rd., about 3 ft. above surface of rd., in base of rock ledge, near 

E. end; standard tablet stamped "RS 20 1937 4014"...._.-._.. 4, 014. 982

Reference mark, 15 ft. SE. of tablet, on rock ledge; chiseled square._ 4, 013. 21

Gunlock, 10.0 mi. SW. of, 35 ft. W. of center line of rd., in base on NE.

side of 12-in. cedar tree; copper nail and washer.____._____.___. 4, 093. 51

Gunlock, .9.0 mi. SW. of, in SE. angle of rd. crossing wash, 30 ft. SE. 

of rd., 20 ft. NW. of 12-in. cedar tree, in top of boulder in place; 

standard tablet stamped "RS 21 1937 4174"___________________ 4, 174. 198

Reference mark, 55 ft. NE. of tablet, 15 ft. NW. of rd., 45 ft. NE. of 

wash, 5 ft. E. of tall cedar tree, on top of boulder in place; chiseled 

square.................--.......... ..-. ------------- 4, 176. 29

Gunlock, 8.0 mi. SW. of, 1.0 mi. SW. of crossing of Manganese Wash; 

35 ft. SW. of rd., 180 ft. NE. of rock 36 ft. high, on E. end of large 

rock outcrop; chiseled square.._______________ ___ ___ 4, 298. 28
GUNLOCK QUADRANGLE 99

Gunlock, 7.0 mi. SW. of, 0.2 mi. SW. of crossing of Manganese Wash,

25 ft. N. of rd., just W. of crossing of small wash, in large rock out- feet 

crop; standard tablet stamped "RS 22 1937 4298"-_--------__- 4, 298. 044

Reference mark, 23 ft. N. of tablet, 30 ft. N. of center line of rd., on 

top of rock outcrop; chiseled square_-_--____________._--_-____ 4, 299. 60

Gunlock, 6.0 mi. SW. of, 0.5 mi. N. of crossing of heavy lead telephone 

line, on N. side of Manganese Wash, 18 ft. S. of rd., on top of large 

boulder in place; chiseled square.__-_-_-__-______-___---_--__- 4, 144. 27

Gunlock, 5.0 mi. SW. of, 0.8 mi. S. of crossing of heavy lead telephone 

line, on S. side of Manganese Wash, 75 ft. N. of rd., 20 ft. E. of 20-in. 

pifion tree, about 4 ft. above ground, on S. side of large sandstone 

outcrop; standard tablet stamped "RS 23 1937 4001".______:_ 4, 001. 567

Reference mark, 32 ft. SE. of tablet, 45 ft. N. of rd., 8 ft. W. of 6-in. 

pifion tree, cemented in rock outcrop; iron bolt__________________ 3, 997. 41

Gunlock, 4.0 mi. SW. of, on S. side of Manganese Wash, 22 ft. N. of

center line of rd., on top of boulder in place; chiseled square._____ 3, 886. 25

Gunlock, 3.0 mi. SW. of, 18 ft. W. of rd., in top of large boulder set in

place; standard tablet stamped "RS 24 1937 3914".__________ 3,914.379

Reference mark, 35 ft. NE. of tablet, 20 ft. E. of rd., cemented in top

of boulder set in place; iron bolt______________________".________ 3, 914. 81

Gunlock, 2.0 mi. SW. of, 1.0 mi. SW. of junction of Santa ClaraGunlock rd. and crossing of Santa Clara Creek, 40 ft. E. of rd., 

about 10 ft. above surface of rd., on top of rock ledge; chiseled 

square___---______-_--_--___-_-.--_____.____________.._.. 3, 734. 91

Gunlock, 1.0 mi. SW. of, 100 ft. NW. of crossing of Santa Clara Creek, 

about 40 ft. higher than crossing elevation, 10 ft. N. of S. edge and in 

top of rock ledge; standard tablet stamped "RS 25 1937 3613"__ _ 3, 613. 595

Reference mark, 37 ft. W. of tablet, 130 ft. NW. of rd. crossing Santa

Clara Creek, cemented in face of rock ledge; iron bolt. _____________ 3, 611. 02

Gunlock, at front entrance to grade school; top of SE. corner of

bottom concrete step._________________________________________ 3, 653. 85

Gunlock, 1.0 mi. NE. of, 25 ft. NE. of rd., about 10 ft. above surface of 

rd., in face of rock outcrop; standard tablet stamped "RS 26 1937 

3728"___. ________'__._______._______________________________ 3, 728. 033

Reference mark, 60 ft. E. of tablet, 25 ft. SE. of rd., on top of large 

round boulder; chiseled square. -_________----___-_____--__-_--- 3, 727. 45

Gunlock, 2.0 mi. NE. of, 25 ft. NW. of rd., at edge of deep draw,

cemented in top of sandstone outcrop; iron bolt______-_______-_-_- 3, 864. 39

Gunlock, 3.3 mi. NE. of, 0.2 mi. NW. of junction of McGatsie's Creek 

with Santa Clara River, at westernmost point of ridge, 25 ft. N. of 

rd., about 8 ft. higher than surface of rd., in top of large boulder; 

standard tablet stamped "RS 27 1937 3870".___________________ 3,869. 524

Reference mark, 45 ft. E. of tablet, 16 ft. W. of rd., on top of boulder 

in place; chiseled square_____-_---__________- __________________ 3, 866. 33

Gunlock, 4.3 mi. NE. of, 0.7 mi. SW. of junction of Veyo-Gunlock rd. 

and rd. to Enterprise Reservoir, 15 ft. S. of rd., on top of boulder 

set in place; chiseled square__._-_____-___________-_-_-_--__-- 3, 967. 47

Gunlock, 5.0 mi. NE. of, 3.1 mi. SW. of Veyo, in SE. angle of crossroads, 8 ft. S. of gate, on Biglow ranch rd., about 4 ft. higher than 

surface of rd., on E. side of McGatsie's Creek, in bench of sandstone 

bluff; standard tablet stamped "RS 28 1937 4008"__ _ __ 1_ 4, 007. 619

Reference mark, 60 ft. W. of tablet, 18 ft. S. of rd., 4 ft. N. of 14-in. 

«-.ottonwood tree, on top of granite boulder; chiseled square.________ 4, 005. 24
100 SPIRIT LEVELING IN UTAH, 1897-1938

Veyo, 2.2 mi. SW. of, at summit of grade at point where rd. descends 

. into McGatsie''s Creek, 35 ft. N. of center line of rd., 3 ft. E. of

braced cedar tree ..used as a fence post, on top of large boulder in feet

place; chiseled square__ _ ____________________________________ 4, 341. 18

Veyo, 1.0 mi. SW, of, 250 ft. SW. of junction of old rd., 30 ft. S. of 

center line of rd., 8 ft. S. of small cedar tree, 6 ft. N. of fence;

standard tablet stamped "RS 29 1937 4440"_____ _______________ 4, 439. 486

Reference mark, 65 ft. N. of tablet, 40 ft. N. of center line of rd., 1 ft. S.

of fence; chiseled square__ _ ________----___-__-----__________ 4, 437. 17

IT. S. C. & G. S. standard disk stamped "L 123 1934",______________ 4, 479. 642

Veyo, in SW. angle of crossroads at, 20 ft. W. of center line of State

Highway 18, 80 ft. S. of U. S. C. & G. S. standard disk "L 123," 2 ft.

E. of fence, 5 ft. S. of fence corner, on top of boulder set in place;

chiseled square._____________________________________________ 4, 476. 31

Veyo, 1.0 mi. along highway S. of, on top of E. wing of N. head wall

of culvert over canal crossing; chiseled square. ______-__-_-__-____ 4, 532. 96

U. S. C. & G. S. standard disk stamped "K 123 1934" ______________ 4, 625. 673

Veyo, 1.9 mi. S. of, 80 ft. E. of center line of highway, 150 ft. SW. of

junction of rd.. W., 230 ft. S. of U. S. C. & G. S. standard disk "K

123," in base on E. side of 6-in. cedar tree; copper nail and washer. _ _ 4, 625. 03

From point 3.1 miles west of Veyo northwest along Veyo-Enterprise Reservoir 

road to point 4.9 miles south of Enterprise Reservoir (by R. B. Steele in 

1938)

Veyo, 4.2 mi. W. of by rd., 1.1 mi. NW. of crossroads, 35 ft. SW. of center line of Veyo-Enterprise Reservoir rd., at summit of first grade 

NW. of McGatsie's Creek, on top of boulder in place; chiseled 

square_____________________________________________________ 4, 459. 74

Veyo, 5.1 mi. NW. of, about 55 ft. SW. of center line of rd., at deep 

draw which heads at W. side of rd., in top of boulder in place; 

standard tablet stamped "RS 30 1938 4544"__ __________________ 4, 543. 877

Reference mark, 85 ft. S. of tablet, about 35 ft. SW. of center line of

rd., on top of boulder in place; chiseled square. ___--_________..____ 4, 539. 15

Veyo, 6.1 mi. NW. of, 40 ft. W. of center line of rd., 55 ft. SE. of cattle 

guard crossing in Forest Service boundary fence, 5 ft. S. of fence, on 

boulder in place; chiseled square____---_-------..________________ 4, 667. 35

Veyo, 7.2 mi. NW. of, 55 ft. SW. of center line of rd., in top of boulder

in place; standard tablet stamped "RS 31 1938 4852" _ ___________ 4,851. 483

Reference mark, 85 ft. E. of tablet, about 15 ft. NE. of rd., on top of

boulder in place; chiseled square. ______________________________ 4, 850. 20

Veyo, 8.0 mi. NW. of, 35 ft. SW. of center of rd., at summit of ridge 

which extends southwesterly (about 200 ft. W. of rd. is a knob on 

ridge, top of which is about 25 ft. higher than benchmark), in base 

on E. side of 8-in. cedar tree; copper nail and washer.._____________ 5, 133. 43

Veyo, 8.5 mi. NW. of, 85 ft. SW. of center line of rd., 1.0 mi. SW. of 

Cove Wash, 1 ft. N. of small rock cairn, on top of rock outcrop flush 

with surface of ground; chiseled square. _________________________ 5, 296. 84

Veyo, 9.0 mi. NW. of, 56 ft. NE. of center line of rd., in saddle at first 

summit of rd. S. of Cove Wash, 8 ft. SE. of small rock cairn, in rock 

ledge outcrop; standard tablet.stamped "RS 32 1938 5299" _______ 5, 299. 028

Reference mark, 41 ft. N. of tablet, 70 ft. NE. of center line of rd., on 

rock outcrop; chiseled square._________----_-----.-------------_ 5, 299. 40

Veyo, 10.1 mi. NW. of, in Cove Wash, 20 ft. SW. of center line of rd., in

base on N. side of 6-in. cedar tree; copper nail and washer. _________ 5, 125. 02
HARPER QUADRANGLE 101

Veyo, 10.9 mi. NW. of, 22 ft. SW. of center line of rd., at summit of 

grade where rd. passes around high point on S. side of Cove Wash, 

on S. side of triangle formed by three oak trees, about 4 in. above surface of ground, in boulder in place; standard tablet stamped "RS 33 *"--' 

1938 5323"_-______-______-__-_________-___-___-_-_________ 5, 323. 446

Reference mark, 60 ft. NW. of tablet, 65 ft. SW. of center line of rd.,

on top of boulder in place; chiseled square___ _ _______--____--___ 5, 320. 80

Veyo, 11.6 mi. NW. of, about 500 ft. SE. of General Steam Corporation mining camp, in center of wooden bridge over Cove Creek on 

Veyo-Enterprise Reservoir rd. near rd. fork; bridge floor. __________ 5, 452. 0

Veyo, 11.9 mi. NW. of, 40 ft. SW. of center line of rd., about 8 ft. lower

than surface of rd., on top of rock outcrop; chiseled square._______ 5, 559. 96

Veyo, 12.9 mi. NW. of, 1.3 mi. NW. of General Steam Corporation 

mining camp, 0.3 mi. SE. of summit of grade of rd., 100 ft. SW. of 

center line of rd., in top of prominent rock outcrop, about 3 ft. above 

surface of ground; standard tablet stamped "RS 34.1938 6017"_. 6, 017. 147

Reference mark, 40-ft. NW. of tablet, 140 ft. SW. of center line of rd.,

on top of rock outcrop; chiseled square._________________________ 6, 015. 45

Veyo, 13.2 mi. NW. of, at summit of grade of rd., on high ridge S. of 

Moody Creek, 15 ft. NE. of center line of rd., on top of boulder in 

place; chiseled square._______________________________________ 6, 157. 78

Veyo, 13.9 mi. NW. of, 1.0 mi. SE. of crossing of Moody Wash, 46 ft. 

NE. of rd., on E. side of deep draw, on top of boulder in place; 

chiseled square._____________________________________________ 5, 816. 74

Veyo, 14.9 mi. NW. of, 7.7 mi. NE. of Goldstrike, 2.4 mi. NE. of 

General Steam Corporation mining camp, about 0.1 mi. N. of bridge 

over stream in Moody Wash, 65 ft. SW. of Veyo-Enterprise Reservoir rd., 100 ft. NW. of rd. fork, in top of sandstone outcrop; standard tablet stamped "RS 35 1938 5161". ______________________ 5, 461. 190

Reference mark, 25 ft. S. of tablet, 80 ft. SW. of rd., 90 ft. NW. of rd.

fork, cemented in sandstone outcrop; bolt._____-____-_____---__ 5, 461. 74

GUNNISON BUTTE QUADRANGLE

[Latitude 39°00'-39°15'; longitude 110°00'-110°15'] 

EMERY AND GRAND COUNTIES

From Beckwith Peak quadrangle southeast along Denver & Rio Grande 

Western Railroad into Tidwell quadrangle (by I. F. Biggs in 1910; leveled 

twice)

Greenriver, 2.2 mi. W. of, in E. end of S. abutment of R. R. bridge 

557-A; aluminum tablet stamped "4142 54" (recovered by 

U. S. C. & G. S. in 1927)___-____-___.._--._..__________________ 4, 144. 450

HARPER QUADRANGLE

[Latitude 39°45'-40°00'; longitude 110°00'-110°15'] 

CARBON AND DUCHESNE COUNTIES

From Duchesne quadrangle along road southeast to point 1.3 miles north of 

Smith's Well, thence northeast and back into Duchesne quadrangle (by 

G. W. Moore in 1934)

Smith's Well, 2.0 mi. NW. of, 9 ft. E. of rd., on boulder; chiseled

square____--______-_--_____----______________---____-__--_- 6, 104. 13

Smith's Well, 1.3 mi. N. of, in Wells draw, 13 ft. W. of junction of 

T-rd. SE., in large boulder; standard tablet stamped "M 79 1934 

6151"_-__----_---_-------_---------------_---_._-__-__-_-__ 6, 151. 202
102 SPIRIT LEVELING IN UTAH, 1897-1938

Feet

Reference mark, 44 ft. SE. of tablet, on buried boulder; chiseled square. 6, 144. 46 

Smith's Well, 2.1 mi. NE. of, 130 ft. SE. of rd. fork, 30 ft. SE. of rd.,

at top of hill, on rock outcrop; chiseled square.____--_____--_____ 6, 436. 75 

Smith's Well, 3.1 mi. NE. of, 10.3 mi. SW. of Castle Peak Well, 0.2 mi.

S. of rd. fork, in saddle at top of hill, 25 ft. E. of rd., in rock outcrop;

standard tablet stamped "M 80 1934 6351"___.__. ._.------- 6,351. 98S

Reference mark, 67 ft. N. of tablet, 11 ft. E. of rd., on rock outcrop;

chiseled square.______________________________________________ 6, 349. 88-

ELAYDEN PEAK QUADRANGLE"

[Latitude 40°30'-41°00'; longitude 110°30'-111C00'] 

DUCHESNE, SUMMIT, AND WASATCH COUNTIES

From Utah-Wyoming State line bordering sec. 18, T. 3 N., R. 10 E., south 

along road by way of Bear River and Hayden Fork to sec. 24, T. 1 N., R. 9 E., 

thence northwest along winding road by way of headwaters of West Fork 

and Yellow Creek to sec. 18, T. 3 N., R. 9 E. (by E. 0. Hills in 1898)

T. 3 N., R. 10 E., sec. 30, 0.2 mi. SE. of mouth of West Fork, 5 ft. W. 

of rd., on E. bank of Bear River; standard iron post with bronze 

cap stamped "8038 EVAN"_.______________________________ 8, 040. 257

T. 3 N., R. 10 E., sec. 31, 1.0 mi. SW. of mouth of West Fork, 500 ft. 

NW. of Bear River, on W. side of rd.; standard iron post with bronze 

cap stamped "8106 EVAN".________________________________ 8, 108. 414:

T. 2 N., R. 10 E., sec. 9, 3.2 mi. SE. of mouth of West Fork, 0.5 mi. E. 

of Bear River, at crossroads, in large white flint rock; copper bolt 

stamped "8327 EVAN"_________________-_._________________ 8, 329. 099-

T. 2 N., R. 10 E., sec. 17, 180 ft. E. of mouth of East Fork; standard

iron post with bronze cap stamped "8330 EVAN"____-_.______- 8, 331. 602

T. 2 N., R. 10 E., sec. 20, about 2 mi. N. of mouth of Stillwater Fork, 

0.2 mi. E. of Bear River; standard iron post with bronze cap stamped 

"8418 EVAN"______________________________________.______ 8,420. 157

T. 2 N., R. 10 E., sec. 32, 0.8 mi. S. of mouth of Hayden Fork, 12 ft. E. 

of rd., 300 ft. from two old cabins, on E. bank of stream; standard 

iron post with bronze cap stamped "8587 EVAN"..____________ 8, 588. 63S

T. 1 N., R. 10 E., sec. 4, 1.2 mi. SE. of mouth of Hayden Fork, 10 ft. 

W. of rd., on E. bank of Stillwater Fork; standard iron post with 

bronze cap stamped "8661 EVAN"____._______________________ 8, 663. 499-

T. 1 N., R. 10 E., sec. 15, 3.6 mi. SE. of mouth of Hayden Fork, on E. 

bank of Stillwater Fork; standard iron post with bronze cap stamped 

"8792 EVAN"______________________.______________________ 8, 794. 228

T. 1 N., R. 10 E., sec. 7, about 3 mi. from Bear River ford, on W. bank 

of Havden Fork, S. of junction of rd. W.; standard iron post with 

bronze cap stamped "8805 EVAN"._.___________ ___________ 8, 806. 786-

T.. 1 N., R. 9 E., sec. 24, about 6 mi. SW. of mouth of Hayden Fork, 

on W. bank, about 2 mi. from bridge, 12 ft. E. of rd.; standard iron 

post with bronze cap stamped "9048 EVAN"_________________ 9, 050. 457

T. 1 N., R. 9 E., sec. 13, about 7.3 mi. by route SW. of mouth of 

Hayden Fork, 25 ft. SE. of rd., 8 ft. N. of large splintered rock; 

standard tablet stamped "9466 EVAN"..______.___.____._.... 9, 441. 638-

T. 1 N., R. 8 E., sec. 14, about 2 mi. NW. of Hayden Fork, 0.8 mi. E. 

of high divide between Hayden and West Forks; standard iron 

post with bronze cap stamped "9555 EVAN".. ________________ 9, 530. 843-

" A narrow strip of territory along the north boundary of this quadrangle lies in Wyoming.
HAYDEN PEAK QUADRANGLE 103

T. 1 N., R. 9 E., sec. 15, about 2 mi. E. of Summit .Pass over Uinta 

Mtns. at head of Weber River, about 3 mi. NW. of Hayden Fork, 

on top of divide between Hayden Fork and Deer Creek Valleys, 

6 ft. W. of rd.; standard iron post with bronze cap stamped "9960 *"««* 

EVAN".__________________________'__________-______________ 9,936. 250

.T. 2 N., R. 9 E., sec. 33, 160 yd. S. of W. branch of Deer Creek, in 

Deer Creek Valley; standard iron post with bronze cap stamped 

"9000 EVAN"______-_______----____-______-_______________ 8,976. 371

T. 2 N., R. 9 E., sec. 19, 1.8 mi. S. of old Moss sawmill, 1.0 mi. N. of 

old site of mill, 0.1 mi. W. of W. branch of Deer Creek, about 

200 yd. E. of circular grove of pine trees, 25 ft. S. of rd.; standard 

iron post with bronze cap stamped "9460 EVAN"_._.-___...___ 9, 436. 055

T. 2 N., R. 9 E., sec. 17, 200 ft. S. of new Moss sawmill, 12 ft. N. of 

southernmost cabin near sawmill; standard iron post with bronze 

cap stamped "9193 EVAN"_...__...__.._........._._..._____. 9, 169. 023

T. 3 N., R. 9 E., sec. 31, in SE. angle of rd. fork, 21 ft. W. of Yellow 

Creek rd. over divide to Deer Creek Valley and sawmill, 45 ft. W. 

of ford over west branch of Yellow Creek; standard iron post with 

bronze cap stamped "8237 EVAN".._._._..._..__._._._._.._ 8,213. 104

T. 3 N., R. 9 E., sec. 18, 15 ft. E. of junction of Yellow Creek rd. and 

rd. W. to Bear River, 0.1 mi. W. of Yellow Creek, 3.0 mi. SE. of 

point where Emigrant rd. crosses Yellow Creek, 200 yd. NE. of 

grove of quaking aspen trees, on W. side of rd., on opposite side 

of creek from and 0.5 mi. W. of long bare-topped hill; standard iron 

post with bronze cap stamped "7608 EVAN"_..._.._.._...._. 7, 584. 253

From sec. 9, T. 1 N., R. 9 E. near divide between Bear and Weber River Valleys, southwest along road into Coalville quadrangle at point in sec. 23, 

T. 1 N., R. 8 E. (by E. 0. Hills in 1898)

T. 1 N., R. 9 E., sec. 8, 1.0 mi. NE. of Summit Pass at head of fork of 

Weber River, 300 yd. N. of lake, 100 ft. N. of small spring near lone 

balsam tree, 8 ft. W. of wagon rd., near rocky ravine, in large rock; 

standard tablet stamped "9533 EVAN"_--__-________.-__..__ 9,509.362

T. 1 N., R. 9 E., sec. 17, in Summit Pass, 0.2 mi. S. of bare roundtopped hill, 200 yd. S. of abandoned coal mine; standard iron post 

with bronze cap stamped "9989 EVAN"_._ _...._......_...._. 9, 965. 201

T. 1 N., R. 9 E., sec. 18, 0.2 mi. N. of Summit Pass, 0.8'mi. N. of baldtopped rocky peak with many rock slides on ~E. side, on summit of 

green bald hill; standard iron post with bronze cap stamped 

"10402 EVAN"_________.____.__________________:_________.10, 404. 318

T. 1 N., R. 9 E., sec. 18, 0.2 mi. W. of Summit Pass, 5 ft. S. of rd., 1.0 

. mi. N. of second of three high rocky peaks, in rock; standard tablet 

stamped "9834 EVAN"...._.__._....__ __._._._.'_....___..._ 9, 835. 737

T. 1 N., R. 9 E., sec. 18, 1.0 mi! W. of Summit Pass, 0.5 mi. SW. of 

rough ledge of yellow rocks above grove of pine trees, 12 ft. S. of 

rd.; standard iron post with bronze cap stamped "9222 EVAN"__ 9, 224. 263

From Coalville quadrangle near Soapstone Basin east along road about 5 miles, 

thence south 1.7 miles into Red Creek quadrangle near Duchesne-Wasatch 

county line (by E. W. Glafcke in 1900)

Bald Mountain, about 13 mi. in air line SW. of, 4.5 mi. S. of Provo 

River, 4.5 mi. W. of Duchesne-Wasatch county line, at old sawmill 

site in upper part of Soapstone Canyon, 175 ft. SE. of rd. to Rhodes 

Canyon, near small gulch in open country, in large limestone ledge; 

standard tablet stamped "9390 S LAK"_____________________ 9, 392. 032
104. SPIRIT. LEVELING IN UTAH, 1897-1938

Bald Mountain, about 13 mi. in air line due S. of, near DuchesneWasatch county line,- in N. part of Rhodes Canyon, 5 ft; from edge 

of woods, in large granite boulder; standard tablet st'a'ftipedr"9383'" " ' ' Feet 

S LAK"________________________________________________ ___ 9, 384. 526

From Utah-Wyoming State line bordering sec. 17, T. 3 N., E. 12 E., along road 

southwest to Fish Lake, thence southeast about 2 miles along trail, thence 

northeast and north along road following Blacks Fork into Wyoming (by 

E. W. Glafcke in 1901)

T. 3 N., R. 12 E., sec. 31, 1.7 mi. NW. of sawmill on Fish Creek, at 

junction of old and new rds., in dense grove of pine trees, 300 ft. 

SW. of park, in large boulder; .aluminum tablet stamped "9615 

EVAN"_--_----__----__----.-_.._-.._. _____________________ _ 9, 617. 227

T. 2 N., R. 11 E., sec. 1, 950 ft. SE. of Fish Lake, 20 ft. E. of rd. in 

timber, 300 ft. SE. of log cabin, in large boulder; aluminum tablet 

stamped "9762 EVAN"__._.______.....__.._...______._._.__ 9, 764. 275

T. 2 N., R. 12 E., sec. 5, 3.0 mi. SE. of Fish Lake, 1.2 mi. NE. of junction of Fish Lake trail and Blacks Fork rd., in boulder beside 

mound of rocks; aluminum tablet stamped "9081 EVAN"______ 9,082.814

T. 3 N., R. 12 E., sec. 28, 0.8 mi. N. of junction of Blacks Fork rd. 

and rd. SE., 40 ft. E. of rd., 500 ft. N. of small slough or park, 150 

ft. W. of river, in large boulder; standard tablet stamped "8816 

EVAN" _ ---------_-_-__-__--__-___-_-.--__._----.-._--_.-- 8, 817. 990

From sec. 34, T. 3 N., R. 12 E. near mouth of East Fork of Blacks Fork east 

along road into Gilbert Peak quadrangle (by E. W. Glafcke in 1901)

T. 3 N., R. 12 E., sec. 36, at W. edge of summit of divide between 

Blacks Fork and Smiths Fork, 10 ft. N. of rd.; standard iron post 

with bronze cap stamped "9900 EVAN"______________________ 9, 901. 333

From Gilbert Peak quadrangle at sec. 32, T. 2 N,, R. 13 E., west along trail 1.5 

miles, thence northwest along trail and road to mouth of East Fork of Blacks 

Fork (by E. W. Glafcke in 1902)

T. 2 N., R. 12 E., sec. 36, 800 ft. SE. of junction of E. and W. forks of 

East Fork of Blacks Fork, 750 ft. NE. of ford, on E. side of rd., 

in small park, in large boulder; standard tablet stamped "9363 

EVAN"___-__--__-_--___-__________________________________ 9, 364. 778

'HIAWATHA QUADRANGLE

[Latitude 39°15'-39°30'; longitude 111°00'-111°15'] 

CARBON, EMERY, AND SANPETE COUNTIES

From Poison Spring quadrangle southwest along abandoned Southern Utah 

Railroad to Blackhawk, thence north along Utah Railway into Scofield 

quadrangle (by Cornelius Schnurr in 1914)

Blackhawk, 0.6 mi. E. of, at Castle Junction, in signpost; spike.__-_- 7, 060. 91 

Blackhawk, 0.2 mi. N. of, at N. end of Utah Ry. bridge; top of rail.. 7, 174. 6 

Blackhawk, in concrete base of water tank; standard tablet stamped

"7181" (recovered in 1923)_--__-__----_--___--_-_------------ 7, 181. 855

From Scofleld quadrangle southeast along approximate route of present State 

Highway 31 into Poison Creek quadrangle (by K. K. Kimball in 1923)<8

"The Forks" (junction of main fork and west fork of Huntington 

Creek), 0.2 mi. SE. of mouth of West Fork, in sec. 20, T. 15 S., R. 

7 E., at first curve in rd. below "The Forks," in large sandstone 

boulder; standard tablet stamped "7629" (recovered in 1938).____ 7, 631. 787

43 An excessive error in this line has been disposed of by adjustment.
KYUNE QUADRANGLE 105

T. 15 S., R. 7 E., sec. 32, 1.3 mi. NW. of mouth of Crandall Canyon, 100

ft. S. of wooden bridge over Huntington Creek, on E. side of rd., in Feet

front of large boulder; iron pipe___------_-___-____._________j._ 7, 474. 20

T. 16 S., R. 7 E., sec. 4, 800 ft. NW. of mouth of Crandall Canyon, at

SW. side of rd., on sandstone boulder; chiseled cross.____________ 7, 360. 61

T. 16 S., R. 7 E., sec. 9, 1,500 ft. SE. of mouth of Tie Fork Canyon, on

W. side of rd., in large sandstone boulder; standard tablet stamped

"7258".----------------_-._------_--------.--_-----------.- 7,260. 130

T. 16 S., R. 7 E., sec. 16, 1.2 mi. NW. of mouth of Mill Fork Canyon,

on W. side of rd., between rd. and creek, on large sandstone boulder;

chiseled cross.---------------------------------------------- 7, 114. 01

T. 16 S., R. 7 E., sec. 22, 1,200 ft.. N. of bridge at junction of Mill

Fork Canyon rd., on sandstone boulder; chiseled cross------------ .7, 009. 56

T. 16 S., R. 7 E., sec. 22, opposite mouth of Rilda Canyon, near Trail

Canyon, in sandstone boulder; standard tablet stamped "6930"--. 6, 932. 280 

T. 16 S., R. 7 E., sec. 26, at Birch Spring, on sandstone boulder;

chiseled cross.---------------------------------------------- 6, 791. 74

T. 16 S., R. 7 E., sec. 35, in gate in front of Bear Creek ranger sta.;

standard tablet stamped "6582"_____________________________ 6, 581. 416

T. 16 S., R. 7 E., sec. 36, 45 ft. NE. of rd., opposite Howard farm, in

root of pine tree; copper nail and washer._--_-_--_-__-_._______ 6, 408. 95

T. 17 S., R. 8. E., sec. 6, just N. of dugway, at W. side of rd., on large

sandstone boulder; chiseled cross------________________________ 6, 299. 46

T. 17 S., R. 8 E., sec. 5, about 0.4 mi. NW. of Fish Creek, just S. of

field of John Marshall, .on W. side of rd., in sandstone boulder;

standard tablet stamped "6169"-.----------.._____._.._.____.. 6, 167. 948

T. 17 S., R. 8 E., sec. 9, opposite farm of J. P. Brockbank, 10 ft. W. of

rd., on sandstone boulder; chiseled cross__-------------------- 6, 046. 55

Huntington, 5.0 mi. NW. of, in sec. 15, T. 17 S., R. 8 E., 200 ft. N. of

last bridge over irrigation ditch, 40 ft. W. of rd., in sandstone

boulder; standard tablet stamped "5918"__-_-----_----____.____ 5, 916. 510

KYUNE QUADRANGLE

[Latitude 39°45'-40°00'; longitude 110045'-lll°00'] 

CARBON, UTAH, DUCHESNE, AND WASATCH COUNTIES

From Soldier Summit quadrangle southeast along Denver & Rio Grande 

Western Railroad into Castlegate quadrangle (by I. F. Biggs in 1010; leveled 

twice)

Colton, 2.7 mi. SE. of, 2.5 mi. NW. of Kyune, 10 ft. W. of milepost 137, 

on E. side of track, in .concrete culvert over drain; aluminum tablet 

stamped "7100 30"_.__-..-.__..---._..--._.--._._-_._...... 7, 096. 535

Kyune, 200 ft. S. of telegraph office, in'W. 1 wing wall of N. abutment 

of bridge 638-B; standard tablet stamped "7012 31" (recovered by 

U. S. C. & G. S. in 1927)------------------------------------. 7,014. 146

Kyune, 5.0 mi. SE. of, 3.7 mi. NW. of Castlegate, 60 yd. SE. of milepost 634, 50 ft. E. of track, in sandstone boulder; standard tablet 

stamped "6519 32" (recovered by U. S. C. & G. S. in 1927)--_.-. 6, 521. 998

From Ninemile Creek quadrangle 3 miles northwest of Big Summit along roads 

northwest and west by way of Matts Summit to Kyune (by I. B. Glasgow in

1912) «

Big.Summit, 3.3 mi. W. of, 50 ft. N. of rd. at crossing of Summit Creek;

oblong stone buried in ground-_--__---________________________ 7, 199. 56

48 An excessive error in this line has been disposed of by adjustment.
106 SPIRIT LEVELING IN UTAH, 1897-1938

Willow Creek, 0.5 mi. W. of, on W. end of first rail W. of crossing; top *"««< 

of rail_________-__^__________.______________________________ 7, 175. 2

Big Summit, 5.4 mi. W. of, 0.5 mi. W. of Willow Creek along rd. to 

Colton, 50 ft. SE. of R. R. crossing; standard iron post with bronze 

cap stamped "7173 CS"._..--....____1..____._..______....._ 7, 173. 722

Matts Summit, 200 ft. S. of rd.; standard iron post with bronze cap 

stamped "7453 OS". _.__...._.__.__..____.__1______._..._ 7, 453. 769

T. 12 S., R. 9 E., closing cor. sees. 2 and 3, on Carbon-Utah county 

line; top of iron post with General Land Office cap stamped 

"T. 11 S., R. 9 E., sees. 34 and 35, C. C. sees. 2 and 3, T. 12 S., 

R. 9 E." and "7244 CS"...._...__.._.._.._____...._____ _.... 7, 244. 567

LA VERKIN QtTADBANGLE

[Latitude 37°00'-37°30'; longitude 113°00'-113°30'] 

WASHINGTON COUNTY

From Cedar City quadrangle southwest along U. S. Highway 91 to Anderson, 

thence generally southeast along State Highway 15 into Orderville quadrangle 

(first-order leveling by E. E. Harris in 1928)

Kanarraville, 4.7 mi. SW. of, 0.5 mi. S. of Iron-Washington county 

line, 12 ft. E. of center line of highway, in center of top of concrete 

wall of culvert; chiseled square____--_----__-__-_-___________ 5, 199.08

Kanarraville, 5.6 mi. SW. of, 27 ft. N. of N. bank of Dry Creek, 32 ft. 

E. of center line of highway, in lava outcrop; standard tablet 

stamped "1928 H 4"___.___-_________.______________________ 5, 126. 784

Reference mark, 69 ft. S. of tablet, on top of W. end of N. concrete

abutment of bridge over Dry Creek; chiseled square_-.-----_-__. 5, 125. 54

Kanarraville, 6.7 mi. SW. of, 12 ft. W. of center line of highway, in

center of top of concrete wall of culvert; chiseled square____-__-__ 4, 991. 82

Kanarraville, 7.8 mi. SW. of, 0.2 mi. N. of junction of T-rd. W. to New 

Harmony, 14 ft. W. of center line of highway, in center of top of 

concrete wall of culvert; chiseled square._____:_________________ 4, 852. 64

Kanarraville, 8.7 mi. SW. of, 6.7 mi. NE. of Pintura post office, 114 

ft. N. of N. end of concrete bridge over Ash Creek, 26 ft. W. of 

center line of highway, in lava boulder; standard tablet stamped 

"1928 H 5"___._____________'.____________.___._____________ 4, 745. 784

Reference mark, 114 ft. S.20°W. of tablet, on NE. corner of W.

wall of concrete bridge over Ash Creek; chiseled square.__________ 4, 746. 59

Pintura, 5.6 mi. NE. of, 600 ft. N. of summit of grade, 24 ft. E. of 

curve in highway, on lava boulder; chiseled square.__________ ___ 4, 858. 73

Pintura, 4.5 mi. NE. of, 12 ft. W. of center line of highway, in center

of top of concrete wall of culvert; chiseled square____-___-__-_-___ 4, 691. 31

Pintura, 3.7 mi. NE. of, 29 ft. W. of center line of highway, in large

lava boulder; standard tablet stamped "1928 H 6"_____'____.__. 4, 545. 391

Reference mark, 117 ft. S. of tablet, on lava boulder; chiseled square. 4, 537. 79

Pintura, 2.8 mi. NE. of, 13 ft. W. of center line of highway, in center 

of top of concrete wall of culvert; chiseled square_______-_--__. 4, 297. 37

Pintura, 1.7 mi. NE. of, about l! 00 ft. NE. of dwelling, 15 ft. W. of 

center line of highway, in center of top of concrete wall of culvert; 

chiseled square.______-_-___--------_- ----------------------- 4, 233. 28

Pintura, 0.6 mi. NE. of, just S. of junction of old rd., 44 ft. E. of center 

line Of highway, 17 ft. W. of fence line, in lava ledge; standard 

tablet stamped "1928 H 7"_________.__..______..___.__...... 4, 086. 983

Reference mark, 73 ft, S.15°W. of tablet, on lava boulder; chiseled 

square___._..____.__._.'_-_.-_____.-__.__- _ .__ 4, 085. 09
LA VERKIN QUADRANGLE 107

JPintura. 0.3 mi. SW. of, 13 ft. W. of center line of highway, in center F"t 

of top of concrete wall of culvert; chiseled square________________ 4, 092. 83

Pintura, 1.2 mi. SW. of, 13 ft. W. of center line of highway, in center

of top of concrete wall of culvert; chiseled square______________ 4, 059. 80

Pintura, 2.2 mi. SW. of, 1.9 mi. NE. of Anderson ranch, 100 ft. N. of 

small concrete bridge over drain, 52 ft. NW. of center line of highway, in lava ledge; standard tablet stamped "1928 H 8".__-_-__ 4, 016. 764

Anderson ranch, 0.9 mi. N. of, 250 ft. S. of sharp curve, 15 ft. W. of 

center line of highway, in center of top of concrete wall of culvert; 

chiseled square.____.___--____________ ____________.._______.__ 3, 846. 41

Anderson, 0.4 mi. S. of Anderson ranch, at junction of State Highway

15, in concrete post; standard tablet stamped "1928 H 10"-_.__ 3, 790. 370

Anderson, 0.6 mi. S. of, 2.2 mi. N. of Toquerville School, 15 ft. 

S. of center 4ine of .highway, in center of top of concrete wall of 

culvert; chiseled square._--___-----____-__-----_____-_--__.-- 3, 743. 88

Toquerville, 1.2 mi. N. of, 15 ft. W. of center line of highway, in center

of top of concrete'wall of culvert; chiseled square______________ 3, 528. 26

Toquerville, 0.5 mi. N. of, 71 ft. S. of center line of highway at sharp 

bend, 22 ft. SW. of fence line, in lava boulder; standard tablet 

stamped "1928 H ll".________-_---_-__....-_--________-.__-_ 3, 394. 25

Reference mark, 77 ft. N. of tablet, in center of top of concrete wall of

culvert; chiseled square._--___-__----__-___----_-____-_--____ 3, 396. 73

Toquerville School, at N. entrance to grounds, on concrete wall of

balustrade; chiseled square.__________________________________ 3, 370. 80

Toquerville, 1.0 mi. SE. of, 22 ft. E. of rd. junction, on slope of hill,

2 ft. above highway level, on boulder; chiseled square_____-_-___- 3, 335. 38

Toquerville, 1.5 mi. SE. of, 46 ft. S. of rd. fork, on prominent lava

boulder; chiseled square...___________________________________ 3, 275. 68

Toquerville, 2.3 mi. SE. of, 68 ft. E. of curve in highway, 25 ft. E. of 

fence line, on NW. side of small bridge, in lava boulder; standard 

tablet stamped "1928 H 12"____.____________________________ 3, 117. 930

Reference mark, 121 ft. S. of tablet, on lava boulder; chiseled square. _ 3, 115. 70

Toquerville, 3.2 mi. SE. of, 50 ft. E. of junction of State Highway 59,

. 18 ft. N. of center line of highway, 37 ft. E. of gatepost, 2 ft. N. of

fence line, on boulder set .flush with ground; chiseled square-.----. 3, 253. 48

Toquerville, 3.2 mi. SE., thence 0.7 mi. E. from, at point of cliff, 100 

ft. E. and 7 ft. S. from center line of highway at sharp curve, on 

small ledge; chiseled square.__________________________________ 3, 423. 25

Toquerville, 3.2 mi. SE., thence 1.2 mi. E. from, 27 ft. W. of sharp 

curve in highway on slope of hill, at stone culvert, on rock ledge; 

chiseled square._--_____---___-_-______-_____________-_-_____ 3, 637. 47

Toquerville, 3.2 mi. SE., thence 1.6 mi. E. from, 4.1 mi. W. of Virgin, on highest point of rd. over La Verkin Mountain, 44 ft. S. of 

highway, in concrete post; standard tablet stamped "1928 H 13".. 3,756,124

Virgin, 3.3 mi. W. of, 125 ft. S. of creek, 12 ft. E. of center line of highway, on N. end of large lava boulder; chiseled square. _____________ 3, 610. 79

Virgin, 2.2 mi. W. of, 21 ft. S. of center line of highway at summit of

short grade, on N. end of rock ledge; chiseled square. _______-_-__-. 3, 565. 79

Virgin, 1.3 mi. W. of, 66 ft. W. of junction of second-class rd. S., 38 

ft. S. of center line of highway, in concrete post; standard tablet 

stamped "1928 H 14"___-.__.._._.____._._...____._.._______ 3, 555. 705

Virgin, 0.8 mi. W. of, 28 ft. N. of center line of highway, on large lava

houlder; chiseled square._______________ ______________________ 3, 564. 66
108 -SPIRIT LEVELING IN UTAH, 1897-1938

Virgin, 73 ft. E. of junction of rd. S., 30 ft. S. of highway opposite

Camp Mohauk, 2 ft. S. of fence line, in concrete post; standard Feet 

tablet stamped "1928 H 15" 60 .___________._-____.._-._______ 3, 549. 960

Reference mark, 47 ft. N.25°W. of tablet, on large boulder; chiseled

square_____.._._______.__._..____________.______...____.._ 3, 550. 16

Virgin, 0.9 mi. E. of, 22 ft. N. of curve S. in highway, 112 ft. E. of rd. 

fork, on large boulder set flush with ground; chiseled square. _______ 3, 655. 47

Virgin, 1.6 mi. E. of, at highway bridge over North Creek, in center of

top of S. end of E. abutment of bridge; chiseled square.____________ 3, 548. 16

Virgin, 2.4 mi. SE. of, 14 ft. E. of junction of old rd. just E. of draw, 

40 ft. S. of center line of highway, in lava outcrop; standard tablet 

stamped"1928 H 16"___ -. -_ -.---- ---_-__-'.--.-.-_-- 3, 563. 989

Reference mark, 79 ft. N.65°W. of tablet, on rock ledge; chiseled 

square__________________________________________^______*____ 3, 556. 68

Virgin, 3.3 mi. SE. of, 14 ft. N. of center line of highway, in center of

top of concrete wall of culvert; chiseled square.___-___--____-____- 3, 574. 76

Virgin, 4.4 mi. SE. of, 17 ft. S. of center line and 4 ft. below level of 

highway, in center of top of concrete wall of culvert; chiseled 

square________________________-___________________.i_______3, 587. 12

Virgin, 5.2 mi. SE. of, 5.4 mi. NW. of Rockville, at E. end of wooded 

camp site, 40 ft. S. of center line of highway, in concrete post; 

standard tablet stamped "1928 H 17".__.__.___._._..____..__. 3,595. 190

Reference mark, 147 ft. N.65°E. of tablet, in center of top of concrete wall of culvert; chiseled square. ___________________________ 3, 593. 95

Rockville, 4.6 mi. NW. of, 12 ft. N. of center line of highway, in

center of top of concrete wall of culvert; chiseled square___---_----_ 3, 626. 82

Rockville, 3.6 mi. NW. of, 13 ft. N. of center line of highway, in

center of top of concrete wall of culvert; chiseled square.----------- 3, 645. 96

Rockville, 2.7 mi. NW. of, 33 ft. E. of junction of rd. S. to Grafton, 

32 ft. S. of center line of highway, in concrete post; standard tablet 

stamped"1928 H 18" .---_.-_-..-_-.-__------------------- 3, 665. 793

Reference mark, 129 ft. N.45°W. of tablet, on E. end of N. rail of

concrete bridge; chiseled square-_______________________________ 3, 668. 09

Rockville, 1.8 mi. NW. of, 14 ft. S. of center line of highway at summit 

of long grade, in center of top of concrete wall of culvert; chiseled 

square____________________________________________________ 3, 815. 43

Rockville, at W. end of town, 14 ft. N. of center line of highway, in

center of top of concrete wall of culvert; chiseled square. ___________ 3, 722. 27

Rockville, 36 ft. W. of junction of State Highway 16, 72 ft. S. of 

center line of highway, 20 ft. S. and 2 ft. W. from fence corner, in 

concrete post; standard tablet stamped "1928 H 19"__. _--_______ 3,746. 577

Rockville, at E. end of town, on E. side of Terry Camp, 79 ft. N. of 

center line of highway, 18 ft. N. of fence, 5 ft. E. of SE. corner of

cabin, on W. slope of hill, in sandstone ledge; standard tablet

stamped"1928 H 20"_.__...-. .__. __...'__. .--__--..-.---- 3, 760. 239 

Rockville, 0.6 mi. NE. of, on E. end of S. wall of concrete bridge over

drain; chiseled square_____________________________------_-- 3, 758. 56

Rockville, 1.3 mi. NE. of, 100 ft. W. of junction ,of rd. E. to cliff

dwellings, 16 ft. N. of center line of highway, in center of top of

concrete wall of culvert; chiseled square _________________________ 3, 776. 20

Rockville, 2.3 mi. NE. of, 1.0 mi. SW. of Springdale, 15 ft. N. of

center line of highway, in center of top of concrete wall of culvert;

chiseled square._____________________________________________ 3, 810. 68

to In 1938 this benchmark was moved 65 ft. southwest of this position and reset at the same elevation.
LA VERKIF QUADRANGLE 109

From Diamond Butte, Ariz., quadrangle at point on Utah-Arizona State line 

about 3 miles northwest of Short Creek, Ariz., west along State line 2 miles, 

thence northwest along road by way of Hurricane to point on State Highway 

15, 1.7 miles north of la Verkin (by E. E. Harris in 1934)

Utah-Arizona State line; top of iron post with General Land Office

cap stamped "T. 43 S., R. 10 W., sees. 31 and 32 1909 Utah- Feet 

Arizona"_..________....______-____._.....__'__.__._._._____. 4, 973. 29

Utah-Arizona State line; milepost 57 M_____._______-___-______.__ 4, 964. 50

Utah-Arizona State line; top of iron post with General Land Office 

cap stamped "T. 43 S., Rs. 10 and 11 W., sees. 31 and .36 1909 

Utah-Arizona"_...._....._.______.__...._.__________________ 4, 886. 89

Utah-Arizona State line; milepost 56 M__________________________ 4, 868. 10

Utah-Arizona State line; top of iron post with General Land Office

cap stamped "T. 42 N., R. 7 W., sees. 33 and 34 1916 Arizona"._. 4, 826. 15

Hurricane, about 23 mi. SE. of post office, 0.5 mi. N., thence 4.4 mi. 

W. from Short Creek School, 77 ft. S. of section corner post, 77 ft. 

W. of center line of rd., 1 ft. E. of line fence, in concrete post; 

standard tablet stamped" 1934 H 46 4796"_. ____._._._.____.._. 4, 796. 347

Reference mark, 77 ft. N. of tablet; top of iron post with General Land

Office cap stamped "T. 43 S., R. 11 W., sees. 35 and 36 1909".... 4, 795. 67

Hurricane, about 22 mi. SE. of, on NE. side of curve in rd. at summit 

of grade, on E. side of line fence, on SW. side of prominent rock 

ledge; chiseled square._______________________________________ 4, 824. 36

Hurricane, about 21 mi. SE. of, 44 ft. SW. of center line of rd. at summit of grade, 50 ft. NE. of line fence, in rock ledge; standard tablet 

stamped "1934 H 11 4808"_ ___.-.__ -_..-...___.__.__._. 4, 808. 237

Reference mark, 160 ft. E. of tablet, on rock ledge; chiseled square-_ _ _ 4, 800. 17

General Land Office iron post with cap stamped "T. 43 S., R. 11 W., 

sees. 22, 23, 26, and 27 1909" -.___._._._ _ _..__.____.._ 4, 789. 84

Hurricane, about 20 mi. SE. of, on NE. side of rd. at summit of grade,

on sloping surface of large boulder; chiseled square._____________ 4, 838. 36

Hurricane, about 19 mi. SE. of, 35 ft. W. of center line of rd. at summit

of grade, in rock ledge; standard tablet stamped "1934 H 12 4860". 4, 860. 018

Reference mark, 385 ft. N.15°W. of tablet; on W. side of rd., on rock

ledge; chiseled square._______________________________________ 4, 859. 97

Hurricane, 18.6 mi: SE. of, 40 ft. E. of Gallagher rd. fork, in wash,

on large rock ledge; chiseled square.___________________________ 4, 870. 39

Hurricane, 18.0 mi. SE. of, 120 ft. N. of Y-rd. fork, on stone post;

chiseled square-_-__-___--____--____-____---_--___-__________ 4, 900. 42

Hurricane, 16.7 mi. SE. of, 27 ft. W. of center line of rd. at summit of 

slight grade, in large rock ledge; standard tablet stamped "1934 H 13 

4866"--------------------------------------------_-_------- 4, 865. 881

General Land Office iron post with cap stamped "% cor. sees. 5 and 8

1909"------.------------_----_-_-_----_------.-_-_----_---- 4,843.77

Hurricane, 15.3 mi. SE. of, on E. side of rd., 25 ft. N. and 2 ft. E. from

T-angle in line fence, on stone post; chiseled square-.____________ 4, 830. 33

Hurricane, 14.6 mi. SE. of, at curve, 26 ft. W. of center line of rd. along 

W. bank of wash, in rock ledge; standard tablet stamped "1934 H 14 

4798"---_-_----------_-----------------_---------__-__---_- 4, 798. 483

Reference mark, 255 ft. N. of tablet, on W. side of rd., on rock ledge;

chiseled square._____________________________________________ 4, 794. 96

General Land Office iron post with cap stamped "T. 42 S., R. 11 W.,

sees. 29, 30, 31, and 32 1909"_--_---__--__--_-_-_________.___ 4, 777. 37

127289 40 8
110 SPIRIT LEVELING IN UTAH, 1897-1938

Hurricane, 13.0 mi. SE. of., on W. side of rd., 40 ft. N. and 1 ft. E. from feet 

T-angle in line fence, on stone post; chiseled square.____________ 4, 765. 12

Hurricane, 12.4 mi. SE. of, 33 ft. SE. of junction of private rd. through 

gate, 26 ft. NE. of center line of rd., in concrete post; standard tablet 

stamped "1934 H 15 4734"____'_______________________ 4,734.497

Hurricane, 11.4 mi. SE. of, 60 ft. N. of rd., on large boulder; chiseled

square----_------_----------__----------------------_------ 4, 650. 02

Hurricane, 10.4 mi. SE. of, 42 ft. N. of center line of rd., at curve, 2 ft. 

S. of angle in line fence, in stone post; standard tablet stamped "1934 

H 16 4609" _-------__-_____-----__-_-__---__-_______-._. 4,609.244

Hurricane, 9.4 mi. SE. of, 40 ft. N. of curve in rd., on stone post;

chiseled square._____________________________________________ 4, 595. 16

Hurricane, 8.4 mi. SE. of, about 800 ft. W. of wash, 47 ft. N. of center 

line of rd. at summit of grade, in volcanic boulder; standard tablet 

stamped "1934 H 17 4515"_____ _ -_ ______ 4, 514. 867

Reference mark, 227 ft. W. of tablet, on N. side of rd., on boulder; 

chiseled square_________-_______-___--___-_-__-_-_--___-______ 4, 507. 63

Hurricane, 7.5 mi. SE. of, 35 ft. S. of curve in rd. at summit of grade, 

on volcanic boulder; chiseled square.__________________________ 4, 429. 75

Hurricane, 6.7 mi. SE. of, 39 ft. SW. of center line of rd. at summit of

grade, in concrete post; standard tablet stamped "1934 H 17 4336"_ 4, 336. 227

General Land Office iron post with cap stamped "T. 42 S., R. 12 W.,

sees. 19, 20, 29, and 30 1909".. _ ___ ________ _ _______ 4, 313. 90

Hurricane, 5.7 mi. SE. of, on E. side of rd. at summit of grade, 4 ft. E.

of rd. sign, in stone post; chiseled square.______________________ 4, 274. 53

Hurricane, 4.7 mi. SE. of, 80 ft. S. of culvert at curve in rd., 39 ft. SW. 

of center line of rd., 37 ft. SE. of angle post in line fence, in concrete 

post; standard tablet stamped "1934 H 19 4120".__________ 4, 119. 604

Hurricane, 3.7 mi. SE. of, on NE. side of curve in rd., in wash, on large

flat boulder; chiseled square.______________ ___________________ 4, 036. 93

Hurricane, 2.5 mi. SE. of, 42 ft. NE. of center line of rd. at summit of

grade, in concrete post; standard tablet stamped "1934 H 20 3981". 3, 981. 312

Hurricane, 1.8 mi. SE. of, 50 ft. S. of center line of rd. at summit of 

steep grade, on rock ledge; chiseled square______________________ 4, 012. 61

Hurricane, 1.2 mi. SE. of, 35 ft. S. of center line of curve in rd., on E.

side of small drain, on rock outcrop; chiseled square. __-__ _______ 3, 704. 02

Hurricane, in NE. part of town, 3 blocks N., thence 2 blocks E. from 

post office, at point where rd. curves from W. to N. after descending 

mountain, 33 ft. N. and 55.ft. E. from center of cross streets, 1 ft. S. 

and 14 ft. E. from corner of picket fence, in concrete post; standard 

tablet stamped "1934 H 121 3265". _ 3, 265. 516

Reference mark, 110 ft. E. of tablet, on lava boulder; chiseled square. 3, 272. 47

Hurricane, 1.2 mi. N. of, 1.0 mi. S. of La Verkin, in abutment at SW. 

corner of bridge over Virgin River, in anchor plate of steel arch 

support; top of 1-in. bolt._______-_______-_____-__------------ 3, 076. 19

Virgin River, under bridge; surface of water at 4 p. m. March 21, 1934_ 3, 056. 0

La Verkin, 0.3 mi. S. of post office, 37 ft. N. and 29 ft. W. from center 

line of highway at curve from E. to N., 2 ft. from N. end of top of 

concrete head wall of 3-ft. flume; standard tablet stamped "1934 

H 22 3202"_______...________.___________________--_.__ 3, 202. 294

Reference mark, 700 ft. W. of tablet, on concrete head wall of culvert;

chiseled squarel_____________ ___--_-_________;______^_________ 3, 1QO. 55

La Verkin, 0.9 mi. N. of, 3.2 mi. SE. of Toquerville, in NW. angle Of 

junction of rd. SW., 2 ft. N. of line fence, on stone post; chiseled 

square.___.__-__...__________._____-_--------_-_-------_--- 3,246. 19
SPIRIT LEVELING IN UTAH, 1897-1938 111

LOGAN QUADRANGLE «i

[Latitude 41°30'-42°00'; longitude 111°30'-112000'] 

BOX EIDER, CACHE, AND RICH COUNTIES

From Cache Junction southeast along Oregon Short Line Railroad to Wellsville 

(by Howard Clark in 1913; leveled twice between Cache Junction and Ballard) Feet

U. S. C. & G. S. copper bolt designated "V"__.-.-_............... 4, 448. 899

TJ. S. C. & G. S. B. M. designated "W".__._.. .......... _...._.._ 4, 441. 533

Cache Junction, in front of sta.; top of rail_____-_----______-___-_ 4, 446. 9

Cache Junction, 1.7 mi. SE. of, 60 ft. W. of track, on W. side of rd., in

large limestone rock; standard tablet stamped "4463"____-_---_._ 4, 462. 740

Ballard Junction, 0.6 mi. NW. of, 300 ft. N. of crossing of lane E. to 

dwelling, at SW. corner of wooden culvert 28 under track, in 

coping; copper nail.____________----__------___-_--____--____ 4, 439. 54

Ballard Junction, at signpost; top of E. raiL______________________ 4, 447. 1

Petersboro, 3.8 mi. NW. of Mendon, on E. side of track, in W. side 

near NW. corner of concrete warehouse, 4 ft. above ground; standard tablet stamped "4474"_____________.__ _____._____________ 4, 474. 378

Petersboro, at signpost; top of W. raiL___--_------------_-_-__-_- 4, 471. 5

Mendon, 2.6 mi. NW. of, at SE. corner of wooden culvert under track, 

in coping; copper nail._______________________________________ 4, 478. 98

Mendon, 2.2 mi. NW. of, 60 ft. S. of grade crossing, at SW. corner of 

wooden culvert under track, in coping;, copper nail_______________ 4, 477. 18

Mendon, 0.7 mi. NW. of, 40 ft. SE. of grade crossing, at SW. corner of 

wooden culvert under track, in coping; copper naiL. ____________ 4, 453. 65

Mendon, on E. side near SE. corner of sta., in NE. corner of concrete 

step; standard tablet stamped "4435"__--__-_---_-----_------_- 4, 435. 084

Mendon, opposite center of sta.; top of W. rail.._________-_-___.__ 4, 434. 3

Mendon, 3.0 mi. SE. of, 2.2 mi. NW. of Wellsville, 200 ft. N. of crossing of lane E. to red barn, in NW. corner of concrete wall of inverted 

siphon under track; standard tablet stamped "4445" (recovered in 

1936)____.__..._._____.___.________.____...____.___.__._-_. 4,445. 560

Wellsville, at front entrance to sta., in concrete step; standard tablet 

stamped "4495" (recovered in 1936) _____.._.__________.___.... 4, 495. 667

Wellsville sta., opposite operator's window; top of S. rail._.-_.______ 4, 494. 2

From Wellsville along Oregon Short Line Railroad by way of Hyrum and logan 

to Ballard Junction (by Howard Clark in 1913)

Wellsville, 1.0 mi. E. of, on N. side of track at grade crossing, on SE. 

corner of concrete wall of inverted siphon; chiseled mark._________ 4, 509. 32

Hyrum, at front entrance to sta., on NE. corner of bottom concrete 

step; chiseled mark____________-----__----_-_------------__-_ 4, 611. 85

Hyrum, opposite center of sta.; top of S. rail._____________________ 4, 610. 6

Hyruni, 0.9 mi. N. of, 1.6 mi. S. of Millville, 40 ft. N. of grade crossing,

at NW. corner of wooden culvert under track, in coping; copper nail. 4,. 579. 11

Millville, 1.0 mi. S. of sta., 30 ft. N. of grade crossing, at NW. corner 

of wooden culvert under track, in coping; copper naiL_.-____-_-._ 4, 552. 89

Millville, 300 ft. E. of grade crossing, on S. side of rd., in top of E. concrete wall of irrigation ditch; standard tablet stamped "4544"_.__. 4, 543. 813

Millville, opposite center of sta.; top of E. raiL ____________________ 4, 542. 2

Millville, 2.0 mi. N. of, 2.0 mi. S. of Logan, 50 ft. S. of grade crossing 

at sugar factory, at NW. corner of wooden culvert under track, in 

coping; copper naiL_____________-__-_---____-_-__-_--_----__ 4, 472. 18

41 A small area lying along the north boundary of this quadrangle lies in Idaho.
112 SPIRIT LEVELING IN UTAH, 1897-1938

Logan, about 2 mi. S. of, opposite signpost reading "Sugar Factory"; Feet 

top of W. rail_________________--_-_-----___--_____________ 4, 471. 3

Logan, 100 ft. S. of sta., on northernmost of two foundation stones on

E. side of water tank; chiseled mark__________.._ ________________ 4, 501. 04

Logan, in front of sta.; top of rail____--____-----_____--________._ 4, 497. 6

Logan, on S. side of steps at main entrance to Federal Building, in top 

of large granite capstone; standard tablet stamped "4535" (recovered by U. S. C. & G. S. in 1934)___---_.__...-.-.---.___.______ 4, 535. 460

Logan, at main entrance to Cache County courthouse, on S. side of 

steps, in top of large concrete capstone; standard tablet stamped 

"4534" (recovered by U. S. C. & G. S. in 1934)__i_______________ 4, 534. 318

Benson, in front of sta.; top of raiL___-__________________________ 4, 418. 1

Little Bear River, 0.6 mi. W. of Benson, under bridge; surface of

water Aug. 5, 1913____._---...--_ _-----.-._---_ -_ _.___. 4, 400. 2

From Logan east 3 miles along approximate route of present U. 8. Highway 89 

(by Howard Clark in 1913; leveled twice)

Logan, 2.6 mi. E. of, at mouth of Logan Canyon, on W. end of concrete

wall of Utah State Dam; chiseled mark- .-___-__-_-____________ 4, 679. 47

Logan, 3.0 mi. E. of, 1,000 ft. SW. of power plant, 100 ft. N. of iron 

bridge over Logan River, on W. side of river, in rock cliff below driveway, about 15 ft. above water level; aluminum tablet stamped 

"4685"--_--_---__-__-______-_------------___.______________ 4, 685. 612

From logan north along approximate route of present 17. S. Highway 91 to 

Merrills, thence along Oregon Short Line Railroad to Lewiston Spur, thence 

west along State Highway 61 to Cornish, thence north along road to Cornish 

station (by Howard Clark in 1913; leveled twice between Logan and Lewiston Spur)

Logan, 2.3 mi. N. of courthouse, at crossroads, on top of E. wall of

concrete culvert under N.-S. rd.; bottom of square hole.. ___________ 4, 504. 31

Logan, 4.0 mi. N. of, at junction of lane W., on W. side of N.-S. rd., 

20 ft. S. of lane, 160 ft. N. of concrete culvert; standard iron post 

with bronze cap stamped "4461"___----------_________________ 4, 461. 240

Hyde Park, 0.5 mi. W. of, 2.7 mi. S. of Smithfield School, at crossroads, on SE. corner of E. wall of concrete culvert under N.-S. rd.; 

chiseled mark.______________________________________________ 4, 468. 68

Smithfield, at main entrance to schoolhouse, in NW. corner of concrete step; standard tablet stamped "4595"_____________________ 4, 594. 729

Smithfield, 2.6 mi. N. of, 3.0 mi. S. of. Richmond, 150 ft. N. of junction 

of lane W., on E. side of rd., in rear of telephone pole 412; standard 

iron post with bronze cap stamped "4576"__________---_____.--_ 4, 576. 435

Richmond, 1.8 mi. S. of main street, at junction of lane E., on E. side

of rd., 10 ft. S. of culvert, on rock; chiseled mark____.______-___- 4, 593. 10

Richmond, 0.7 mi. S. of, at crossroads, 5 ft. S. of E.-W. rd., 30 ft. W. 

of N.-S. rd., on rock; chiseled mark--_---__---_--__------------ 4, 605. 32

Richmond, 30 ft. S. of main street, 20 ft. W. of rd., 6 ft. S. of telephone

pole 535; standard iron post with bronze cap stamped "4608"-___- 4, 608. 107

Richmond, 1.5 mi. N. of, at crossroads, 40 ft. N. of E.-W. rd., on E.

end of concrete culvert under N.-S. rd.; chiseled mark.__________ 4, 549. 71

Merrills, opposite sta. sign; top of W. rail_____--_____---___--_--- 4, 551. 7

'Richmond, 2.8 mi. N. of, 0.7 mi. S. of Webster, at junction of rd. E. 

to Cove, on E. side of track, in rear of telephone pole 649; standard 

iron post with bronze cap stamped "4532"______________________ 4, 531. 746

Webster, in front of sta.; top of rail________-_---_----___----_--_- 4, 505. 3
LOGAN QUADRANGLE 113

. Feet 

Lewiston Spur, at point of switch; top of rail.___-_____-_-____-___ 4, 489. 7

Lewiston, at front of Lewiston State Bank building, on bottom concrete step; chiseled mark._______________-___-_-____--_-_---__ 4, 504. 65

Lewiston, 1.0 mi. W. of, 3.9 mi. E. of Cornish, at crossroads, on NW. 

corner of concrete culvert under N.-S. rd., 30 ft. S. of E.-W. rd.; 

chiseled mark._______________________________________________ 4, 506. 54

Cornish, 500 ft. N. of grade crossing at, 1.5 mi. S. of Cornish sta., on

SE. corner of concrete culvert under track; chiseled mark. _______ 4, 481. 79

U. S. C. & G. S. B. M. designated "^f"........................... 4, 524. 404

From Hyrum east along road through Blacksmith Fork Canyon to Hardware 

ranch, thence northeast along Bear Lake road into Randolph quadrangle 

near Danish Dug way (by Howard Clark in 1913)

Hyrum, at main entrance to schoolhouse, in E. end of top concrete

step; standard tablet stamped "4706"___________-._____________ 4, 706. 016

Hyrum, 4.0 mi. E. of, at mouth of canyon, at plant of Utah Power & 

Light Co., on N. end of middle concrete pier of bridge over tailrace; 

standard tablet stamped "4740"____-____--___---____--___-_-_- 4, 739. 937

Hyrum, 5.1 mi. E. of, about 1 mi. SE. of power plant, opposite portal 

of pipe-line tunnel through rock ledge, 5 ft. S. of rd., on limestone 

rock; chiseled mark._________________________________________ 4, 839. 25

Hyrum, 6.8 mi. E. of, at Utah Power & Light Co. storage dam, in SE.

corner of concrete wall; standard tablet stamped "4996".________ 4, 996. 460

Hyrum, 8.9 mi. E. of, 2.0 mi. NE. of Utah Power & Light Co. storage 

dam, on N. side of rd., at upper end of wide place in canyon, on 

large limestone rock; chiseled mark____________________________ 5, 049. 57

Hyrum, 9.9 mi. E. of, at mouth of Left Fork of Blacksmith Fork, at 

NE. corner of bridge over Left Fork, on concrete wall; chiseled 

mark___.___________________________________________________ 5,088. 62

Hyrum, 11.2 mi. E. of, 1.3 mi. SE. of mouth of Left Fork, 600 ft. W. 

of large rock spur projecting into canyon from S. side, 20 ft. S. of 

rd., near small boxelder tree; standard iron post with bronze cap 

stamped "5149"___..____.____..____..._....__....__...._.... 5, 149. 516

Hyrum, 13.3 mi. E. of, 5.4 mi. NW. of Hardware ranch, 0.5 mi. E. of 

dugway, near mouth of Devil's Gate Canyon, just below rocky 

cliff on N. side of canyon, on S. side of rd., on large limestone rock; 

chiseled mark.______________________________________________ 5, 256. 31

Hardware ranch, 4.1 mi. NW. of, on N. side and 1 ft. above level of

rd., on rock ledge; chiseled mark._____________________________ 5, 299. 16

Hardware ranch, 2.8 mi. NW. of, on camp site, 30 ft. S. of rd.; standard

iron post with bronze cap stamped "5372"______________________ 5, 372. 467

Hardware ranch, 1.6 mi. NW. of, opposite rock ledge projecting from 

S. side of canyon, 6 ft. N. of center line of rd., on small rock; chiseled mark__________________________________________________ 5, 451. 79

Hardware ranch, 300 ft. E. of barn, 150 ft. S. of rd., in rock cliff 20 ft.

above level of rd.; standard tablet stamped "5586"_____.____-.__ 5, 586. 518

Hardware ranch, 1.4 mi. NE. of, about halfway up long hill, on W. 

side of Bear Lake rd., opposite mine dump, on rock ledge 15 ft. 

above level of rd.; chiseled mark______________________________ 5, 834. 11

Hardware ranch, 3.2 mi. NE. of, 0.6 mi. SW. of crossing of Rock 

Creek, at boundary of Cache National Forest; U. S. Forest Service 

iron boundary post 28, stamped "5992" _ _______________________ 5, 991. 992
114 SPIKIT LEVELING IN UTAH, 1897-1938

Hardware ranch, 4.6 mi. NE. of, 0.6 mi. NE. of crossing of Rock

Creek, at boundary of Cache National Forest, on W. side of rd.; Feet 

U. S. Forest Service iron boundary post 30, stamped "6327"______ 6, 327. 381

Hardware ranch, 6.0 mi. NE. of, 1.0 mi. SW. of Danish Dugway, on 

W. side of rd.; U. S. Forest Service iron boundary post 34, stamped 

"6741".__.__....____.____......__.....______..___:_..____._ 6,741.351

Hardware ranch, 7.2 mi. NE. of, 0.2 mi. NE. of Danish Dugway, on 

NW. side of rd.; U. S. Forest Service iron boundary post 36, stamped 

"6984".____________________________________________________ 6, 984. 072

From Wellsville northwest along Oregon Short line Railroad 2.2 miles (by 

V. S. Seward in 1936)

U. S. C. & G. S. standard disk stamped "J 125 1934"_......._.... 4, 535. 453

Wellsville, 2.1 mi. NW. of, on SW. side of track, on S. side of lane E. 

to red barn, on NW. corner of concrete wall of inverted siphon 

under track; chiseled square_______.__________________________ 4,449. 11

LUND QUADRANGLE

[Latitude 38°00'-38°30'; longitude 113°00'-113°30'] 

BEAVER AND IRON COUNTIES

From Milford northwest along Los Angeles & Salt Lake Railroad to Squaw 

Springs, thence along road to Newhouse (by R. A. Farmer in 1904; leveled 

twice)

Milford, in front of sta.; top of rail._____________________________ 4, 958. 0

Milford, 300 ft. S. of sta., 50 ft. W. of main track, 5 ft. N. of telephone 

pole; standard iron post with bronze cap stamped "5035"_--_--__ 4, 958. 312

Milford, 1.0 mi. S. of, 8 ft. W. of milepost 259, 20 ft. N. of track; 

standard iron post with bronze cap stamped "5059 F R R"_.____ 4, 981. 937

Milford, 4.0 mi. NW. of, 10 ft. N. of milepost 262, 20 ft. N. of track, 

9 ft. NW. of telephone pole; standard iron post with bronze cap 

stamped "5231 F R R" (recovered by U. S. C. & G. S. in 1934) __ 5, 152. 086

Solus, 2.5 mi. SE. of, 7.6 mi. NW. of Milford, 100 ft. E. of bridge 224, 

36 ft. N. of track, on N. side of dim wagon rd.; standard iron post 

with bronze cap stamped "5495 F R R" (recovered by U. S. C. & 

G. S. in 1934)_________________-_-_______________________-_-.. 5,418. 027

Solus, 20 ft. S. of sta. sign, in SW. angle of rd. crossing, 30 ft. S. of

track; standard iron post with bronze cap stamped "5726 FRR"__ 5, 648. 211

Frisco, 5.0 mi. NE. of sta., 15 ft. E. of milepost 270, 20 ft. N. of track;

standard iron post with bronze cap restamped "5946"__________ 5, 868. 610

Frisco, 1.5 mi. E. of, 150 ft. E. of trestle 236, 25 ft. N. of track; standard iron post with bronze cap stamped "6364 FRR"__________ 6, 286. 603

Frisco, 100 ft. E. of sta., 30 ft. N. of track, 10 ft. E. of highway; standard iron post with bronze cap stamped "6450 F R R" (recovered 

by U. S. C. & G. S. in 1934)_____________________ _-_l 6, 372. 353

Squaw Springs, 0.9 mi. W. of, 100 ft. S. of wagon rd., in 3- by 2- by

1-ft: black rock; standard tablet stamped "5862 F R R" 52 _-____ 5, 784. 49

Newhouse, 10 ft. E. of reservoir; standard iron post with bronze cap

stamped "5320 F R R" (recovered in 1936)_______~----------- 5, 243. 139

H In 1936 it was reported that this tablet was missing. The elevation given here is that of the imprint 

of the tablet in the cement.
LUND QUADRANGLE 115

From Frisco northeast along road into Preuss Valley quadrangle (by R. A. 

Farmer in 1904)

Frisco, 2.0 mi. NE. of sta., 50 ft. W. of rd., in boulder; standard tab- Feet 

let stamped "6560 F R R"_. _.______..._____._._..__.._.._.. 6, 482. 512

Frisco, 5.0 mi. NE. of, 200 ft. W. of rd., in 3- by 2- by 2-ft. white rock;

standard tablet stamped "6229 F R R". _______......_..__._.. 6, 151. 361

From Milford northwest along road into Preuss Valley quadrangle near Fairview Springs (by R. A. Farmer in 1904) 0

Hickory Mine, 1.8 mi. E. of, 5.2 mi. N. of Milford, 20 ft. S. of rd., in 

4- by 4- by 3-ft. black boulder; standard tablet stamped "5236 

F R R"__. ___.___.._....._..______._. ._----_-----__--.___-_ 5, 158. 150

Hickory Mine, 2.6 mi. N. of, on summit between Milford and Beaver 

Lake districts, 200 ft. S. of rd., in 3- by 2- by 2-ft. boulder; standard tablet stamped "5258 F R R"_... ............__._......._ 5, 180. 120

From point 1.5 miles south of Newhouse along roads generally south to point 

near Antelope Springs (by R. A. Farmer in 1904 ; leveled twice)

Squaw Springs, 4.5 mi. SW. of, 0.2 mi. E. of W# cor. sec. 5, T. 28 S., 

R. 13 W., 300 ft. W. of rd., in 4- by 4- by 4-ft. boulder; standard 

tablet stamped "5453". -_.-... ._._.___-...._.__.___._.___'_... 5, 376. 535

From point 0.5 mile east of Los Angeles & Salt Lake Railroad station at Frisco 

southeast along road by way of road junction '1 mile northeast of Shauntie 

to head of Elephant Canyon, thence northeast to point 1.6 miles southeast of 

Hickory station (by R. A. Farmer in 1904)

Frisco, 1.8 mi. E. of, in 20- by 10- by 4-ft. sandstone ledge; standard

tablet stamped "6217 F R R"_. _____________________________ 6, 138. 928

Frisco, 5.1 mi. SE. of, 150 ft. S. of big wash, in lowest place on rd. 

between Frisco and Shauntie, in white rock; aluminum tablet 

stamped "5925 F R R". ____._...__ __.____._..._..-.._._..- 5,817.154

Frisco, 9.3 mi. SE. of, 100 ft. N. of rd., in limestone ledge; standard

tablet stamped "6514 F R R"__ ____.___..___....__..___..___ 6,436. 456

Shauntie, 2.3 mi. along direct rd. NE. of, on summit between Elephant Mine and Milford, 10 ft. W. of rd.; standard iron post with 

bronze cap stamped "5690 F R R"_. __.._..____.____.._-_-_-- 5, 612. 477

At Milford (by Fred Mclaughlin in 1905)

Milford, 400 ft. N. of sta., 50 ft. W. of main track, 10 ft. S. of telephone pole; standard iron post with bronze cap stamped "5034" 

(recovered by U. S. C. & G. S. in 1934). ___._._._.__....._.__.. 4, 956. 690

From Lund southeast along Iron Springs-Lund road into Cedar City quadrangle (by George F. Maglett in 1905)

Lund, 128 ft. NW. of center line of main track of Union Pacific R; R., 

243 ft. NE. of telegraph office, in SW. angle of large wye, 2 ft. lower 

than top of rail; standard iron post with bronze cap stamped "R 

Lund 5092" (recovered in 1928) . .....---.---._. ----------- 5,081.532

From 'Lund southeast along State Highway 19 into Cedar City quadrangle 

(first-order leveling by E. E. Harris in 1928)

U. S. C. & G. S. standard disk designated "R 8".---....... .-.- 5, 083. 264

Lund, 1.1 mi. SE. of, 37 ft, S. of center line of highway, 7.6 mi. S. of

milepost 1 ; top of iron pipe. ___________-_-__-___.._____---_---_ 5, 085. 03

Lund, 2.0 mi. SE. of, 13 ft. N. of center line of highway, 300 ft. W. of 

milepost 2, in center of top of concrete head wall of culvert; chiseled 

square. _________________________._._.___________._.__'______ 5, 091. 32
116 SPIRIT LEVELING IN UTAH, 1897-1938

From point 0.9 mile west of Squaw. Springs northwest along Los Angeles & 

Salt Lake Railroad to abandoned town of Ne who use (by V. S. Seward in 1936; 

leveled twice)

Squaw "Springs; 0:'9 mi: W. of, 500 ft.'E. of junction, of rd. to King 

David Mine, 100 ft. N. of State Highway 21, 100 ft. S. of S. bank 

of wash, 2 ft. S. of cairn, in rock outcrop; standard tablet stamped Feet 

"VS 32 1936 5784"._--------------------_---_--_.--.---__-. 5, 784. 033

U. S. C. & G. S. standard disk stamped "J 33 1934"__._-_________ 5, 669. 995

Newhouse, 1.9 mi. SE. of sta., 1,000 ft. S. of easternmost and whitest of 

group of hills, 300 ft. W. of curve, 800 ft. E. of rd. crossing, 300 ft. 

E. of culvert 21.63, 90 ft. W. of small culvert, 25 ft. S. of center line 

of track, on lone 10-ft. black boulder; chiseled square.__ _____.___ 5, 447. 089

Newhouse, 0.9 mi. SE. of, 500 ft. E. of curve, 25 ft. S. of center line 

of track, 8 ft. S. of cairn, on 2- by 2- by 2-ft. granite boulder; chiseled square.________________________________________________ 5, 260. 57

Newhouse, 3 ft. N. of SE. corner of abandoned reservoir, 60 ft. S. of 

standard iron post established in 1904 and previously described, in 

top of concrete wall; standard tablet stamped "VS 31 1936 5244"_ 5, 243. 740

MAMMOTH QUADRANGLE

[Latitude 39°30'-40°00'; longitude 112°00'-112030'] 

JUAB, MILLARD, TOOELE, AND UTAH COUNTIES : " ]

From Eureka southwest along Denver & Rio Grande Western and Oregon 

Short Line Railroads to Robinson, thence southeast along roads and trails 

by way of Diamond and Government Canyons into Nephi quadrangle at 

sec. 12, T. 11 S., R. 2 W. (by A. B. Searle in 1897)

Eureka, on Church Street, 1.5 ft. from NE. corner and 0.7 ft. from 

wall of courthouse, 35 ft. NW. of NE. corner of R. R. sta.; standard 

iron post with bronze cap stamped "6394" _______ _______ __._._.. 6, 396. 024

Eureka, at junction of Oregon Short Line and Denver & Rio Grande

R. Rs.; top of rail____--_---_________-------_-____.-_________ 6, 179. 2

Robinson, in SE. corner of lawn of Hotel Mammoth; standard iron

post with bronze cap stamped "6382"_ _________.__._._..._.__ 55 6, 383. 355

Diamond, in SE. angle of cross streets in center of town; standard iron 

. post with bronze cap stamped "6240" (recovered in 1935)________ 6, 243. 662

Diamond Divide, at E. end of long flat near head of Water and 

Government Canyons, beside large rock at base of small cedar 

tree; standard iron post with bronze cap stamped "6790"__.______ 6, 792. 750

From Silver City south along roads in Tintic Valley to sec. 11, T. 12 S., R. 3 W. 

(by A. B. Searle in 1897; unchecked spur line)

Silver City, about 3 mi. SW. of, in NW. cor. sec. 14, T. 11 S., R. 3 W., 

at junction of Silver City and Mammoth-Mclntire ranch rds., on 

W. side of old grade of Denver & Rio Grande R. R., about 500 ft. N. 

of trestle; standard iron post with bronze cap stamped "5686".--- 55 5, 688. 018

T. 12 S., R. 3 W., SE^NWK sec. 11, on N. side of draw, at junction 

of Mclntire ranch rd. with old rd. NE.; standard iron post with

bronze cap stamped "5771"-..._..... ._ _.. . - 55 5, 772. 968

a These figures may be 1.6 ft. too low. 
MAMMOTH QUADRANGLE 117

From sec. 27, T. 11 S.,R. 3 W.,'along roati'.s'outheast to Copperopolis Creek (by 

A. B. Searle in 1897; unchecked spur line)

T. 12 S., R. 3 W., NE. cor. sec. 1, at junction of valleys, in mound

of earth S. of wagon rd.; standard iron post with bronze cap stamped Fut 

"6124".__-_._.._....._.............___....._......_...... 566, 126. 019

From Nephi quadrangle at sec. 13, T. 11 S., R. 2 W., southwest by way of road 

along Kimball Creek to point near mouth of little Dog Canyon (by A. B. 

Searle in 1897)

Big and Little Dog Canyons, near junction of, on E. side of wagon 

rd., 0.2 mi. N. of junction of streams; standard iron post with 

bronze cap stamped "5739"_ _ ___...______..__.__________.. 5, 742. 324

From Diamond north by way of Silver Pass and Dividend to Homansville 

Canyon, thence along U. S. Highway 6 northeast and southeast into Nephi 

quadrangle (by C. N. Mortenson in 1927)

Diamond, 1.0 mi. N. of former town of, on summit of divide between 

Diamond and Ruby Hollows, 9 ft. E. of rd.; highest point of rock 

outcrop_____--_-__-_______-__----_-_---_---___-___-_-____ 6, 579. 51

Diamond, 2.7 mi. N. of, 115 ft. NW. of point where rd. crosses Silver 

Pass, on SW. side of small rock knoll, 3 ft. W. of small cedar tree; 

standard tablet stamped "1 M 1927".._..__....__.__..._..._. 6,654.114

Diamond, 4.1 mi. N. of, 3.9 mi. SW. of Dividend, in saddle near end of

ridge, in crevice in large rock; spike_____-__-__-___-____________ 6, 467. 65

Dividend, 2.5 mi. SW. of, in Burriston Canyon, 1.6 mi. SE. of Knightsville, 200 ft. NW. of dwelling on N. side of rd., 300 ft. SE. of dwelling 

on S. side of rd., 40 ft. N. of rd., on end of small spur, in rock; 

standard tablet stamped "2 M 1927"......................... 6, 151. 040

Dividend, 50 ft. NE. of northernmost of two water tanks on hill W. of 

mine, in limestone outcrop; standard tablet stamped "3 M 1927". 6, 068. 230

Dividend, 1.3 mi. N. of, at point where rd. crosses divide between 

Homansville Canyon and Goshen slope, 300 ft. E. of old copper leaf 

shaft, 30 ft. W. of rd.; top of small rock outcrop__--___-_--_-____ 6, 048. 68

Dividend, 1.8 mi. N. of, 4.0 mi. along highway NE. of Eureka, 50 ft. 

N. of junction of highway and rd. S. to Dividend, on SW. concrete 

head wall of culvert; chiseled square._-___--_-___--____--______ 5, 854. 80

Eureka, 4.8 mi. NE. of, 8 ft. N. of rd., on top of N. head wall of concrete culvert; chiseled square____-_-_-_________________________ 5, 684. 25

Eureka, 5.7 mi. NE. of, 2,000 ft. NE. of trestle at R. R. loop, 40 ft. N. 

of rd., in rock outcrop; standard tablet stamped "4 M 1927" 

(recovered in 1936)___.______________________________________ 5, 474. 668

Eureka, 6.5 mi. NE. of, 125 ft. W. of trestle at R. R. crossing, in E. end 

of N. concrete head wall of culvert; top of reinforcing bar projecting 

2 in. above concrete____-________----_-___--___--___-___-_--__ 5, 291. 15

Eureka, 7.3 mi. NE. of, 0.8 mi. E. of R. R. trestle over canyon, at angle

in rd., 15 ft. S. of rd.; top of boulder__.________-__________..__. 5, 148. 37

58 These figures may be 1.6 ft. too low.
118 . SPIRIT LEVELING IN, UTAH, 1897-1938

MARSH PEAK QUADRANGLES'

[Latitude 40°30'-41°00'; longitude 109°30'-110°00'] 

DAGGETT, DUCHESNE, AND UINTAH COUNTIES

From Utah-Wyoming State line at point 3 miles south of Burntfork, Wyo., 

southeast along road by way of Youngs Springs and Dodds Cabin into Vernal 

quadrangle at sec. 2, T. 4 S., S. 21 E. (by E. W. Glafcke in 1902)

T. 3 N., R. 17 E., sec. 15, 4.0 mi. S. of post office at Burntfork, Wyo.,

0.5 mi. W. of Birch Creek, 6 ft. N. of rd., in large flat boulder; Feet

. standard tablet stamped "7537 EVAN 18"._______________'____ 7,512.637

Hills' ranch, 2.0 mi. SE. of, 7.0 mi. S. of Burntfork, Wyo., 250 ft. E. of 

rd., 0.5 mi. E. of sawmill of Zeke Edwards, on side of hill, in sandstone ledge; standard tablet stamped "7896 EVAN 19"...._.-_._ 7,871.726

Carter Dugway, at top of, 20 ft. W. of rd., in limestone ledge; standard 

tablet stamped "8760 EVAN 20"_._.._...___....._...__..._. 8,735.254

Lodgepole Creek, 0.3 mi. S. of, at summit of divide between Lodgepole 

and Sheep Creeks, 400 ft. N. of Lucerne Valley Canal, 25 ft. E. of 

rd., in limestone boulder; standard tablet stamped "8722 EVAN 

21"_.-._.-._.__.______._._.___..._.___..._..._ __..___ ._.. 8, 746. 809

 Sheep Creek, 750 ft. S. of, on summit of ridge, at edge of large park, 40 

ft. W. of rd., in large boulder; standard tablet stamped "8682 

EVAN 22"_________________________________________________ 8,657.324

Beaver Creek, 75 ft. N. of, 2.0 mi. NW. of Carter Creek, at SE. end of 

park, in head of small canyon, 4 ft. N. of rd., in sandstone ledge; 

standard tablet stamped "8477 EVAN 23".___________________ 8, 452. 117

Icy Hill Dugway, center of, 0.9 mi. S. of Carter Creek, 6 ft. W. of rd., in 

sandstone ledge; standard tablet stamped "8250 EVAN24"_____- 8, 225. 445

Youngs Springs (0.1 mi. W. of junction of rd. E. to Elk Park), 300 

ft. N. of, E. of ford, 12 ft. S. of rd., in large boulder; standard tablet 

stamped "8419 EVAN 25".__________________________________ 8,394. 447

Youngs Springs, 3.7 mi. S. of, at summit of Uinta Mtns., 4 ft. E. of 

rd., in sandstone ledge; standard tablet stamped "9893 EVAN 

26"__.______________________________________________________ 9,867.527

Youngs Springs, 7.7 mi. SE. of, 4.0 mi. SE. of summit of Uinta Mtns., 

300 ft. N. of sawmill of Pat Carl, 15 ft. N. of rd., in large boulder; 

standard tablet stamped "9589 EVAN 27" ____________________ 9, 564. 328

Trout Creek, 300 ft. E. of, 0.2 mi. S. of Oakes sawmill, 15 ft. S. of rd. 

NE. to Windy Park, in large boulder; standard tablet stamped 

"9312 EVAN 28".__________________________________________ 9, 286. 890

Dodds Cabin, 5.0 mi. NW. of, 2.5 mi. SE. of Windy Park, 0.3 mi. S. of 

site of old Government sawmill, in S. end of Government park at 

junction of rd. N. to Windy Park, in 6- by 4- by 3-ft. sandstone 

rock; standard tablet stamped "9132 EVAN 29"------- _'_-- 9, 107. 087

Dodds Cabin, 2.2 mi. N. of, 2.8 mi. SE. of site of old Government sawmill, 0.1 mi. SE. of junction of rd. SW., at summit of knoll in Taylor 

Canyon, on S. side of rd., 30 ft. W. of rd., in large sandstone boulder; 

standard tablet stamped "9008 EVAN 30"_ ---------------- 8, 983. 108

Dodds Cabin, 1.3 mi. SE. of, about 18 mi. NW. of Vernal, 10 ft. E. of 

rd., in grove of aspen trees, in large boulder; standard tablet stamped 

"8781 EVAN31"_--....-._.----- ------------------ 8,756.362

Vernal, about 15 mi. N. of, at N. end of Ashley Dugway, 30 ft. E. of 

rd., in 8- by 8- by 5-ft. sandstone boulder; standard tablet stamped 

"7960 EVAN 3'2"___________________________-______________ 7, 934. 302

" A narrow strip of terri t;ory along the north boundary of this quadrangle lies in Wyoming.
MERCUR NO. 3 QUADRANGLE 119

Vernal, about 11 mi. N. of, at S. side of Ashley Hill, 30 ft. W. of rd., 

in grove of cedar trees, in sandstone ledge; aluminum tablet stamped Feet 

"6616 EVAN 33".---._---__-.--.----.-.--.---.-----....-.- 6,590.813

Vernal, about 9 mi. N. of, in SW% sec. 17, T. 3 S., R. 21 E., 2.5 mi. S. 

of Ashley Hill, 300 ft. W. of Spring Creek, 5 ft. W. of rd., in sandstone ledge; standard tablet stamped "6098"__-..___._______._ 6,099. 986

Vernal, 6.7 mi. N. of, 2.8 mi. NW. of ranch of Wm. Gibson, 20 ft. N. of 

rd., in center of sand gulch, in sandstone ledge; aluminum tablet 

stamped "5744 EVAN 35"..._____...._..__....________..._.. 5, 718. 671

Vernal, 3.9 mi. N. of, at ranch of Wm. Gibson, in front yard of dwelling, 

at N. side of gate, in large sandstone shaft in ground; aluminum' 

tablet stamped "5400 EVAN 36" (recovered by U. S. C. & G. S. 

in 1933)-. -_____---______-____,---_:_--_ .................... 5,375. 012

From sec. 17, T. 3 S,, R. 21 E., southwest along road to Ashley Creek, thence 

northwest along road to Dry Fork (by J. H. Kent in 1905; leveled twice)

T. 3 S., R. 21 E., SE% sec. 30, near mouth of Dry Fork Canyon, 

1,000 ft. W. of Brown dwelling, 200 ft. W. of junction of VernalBurntfork (Wyo.) rd. and rd. NW. to Dry Fork village, in boulder; 

standard tablet stamped "5822"__.______..______-_-_________- 5, 824. 043

T. 3 S., R. 20 E., SWK sec. 24, in Dry Fork Canyon, near mouth of 

Cinder Point Canyon, 10 ft. S. of rd., on large boulder; chiseled 

mark____________________________________________________ 6,059. 08

T. 3 S., R. 20 E., NW% sec. 23, 1.0 mi. S. of ranch house, on SW. side 

of rd., 50 ft. W. of gate, in sandstone ledge; standard tablet stamped 

"6296"____________________________________________________ 6, 297. 539

Dry Fork, near schoolhouse, in boulder; standard tablet stamped

"6467"............ ......................................... 6, 469. 049

From Utah-Wyoming State line near Linwood southeast along road 2 miles, 

thence northeast along trail across ford on Green River, thence north into 

Wyoming (by J. H. Kent in 1905)

Linwood, near W. limits of, about 250 ft. S. of Alien farmhouse, at 

foot of dugway, 15 ft. SW. of center line of rd.; standard iron post 

with bronze cap stamped "6024 ADJ 1903" (recovered by 

U. S. C. & G. S. in 1933)-_______---_-____---__-.-____________ 6,024. 194

Linwood, 2.0 mi. SE. of, opposite Finch ranch, on summit; standard 

iron post with bronze cap stamped "5977"_____________________ 5, 976. 499

Green River; surface of water Aug. 28, 1905______________________ 5, 849. 4

MBKCTJR NO. 3 QUADRANGLE

[Latitude 40°00'-40°15'; longitude 112°15''-112°30'] 

TOOEIE COUNTY

From Mercur No. 4 quadrangle at point 4 miles west of Five Mile Pass along 

second-class road west and northwest into Stockton quadrangle near Ajax 

(by Roscoe Reeves in 1915)

Five Mile Pass, 6.6 mi. W. of, 7.1 mi. SE. of Ajax, 350 ft. W. of W.

edge of alkali flat, 15 ft. N. of second-class rd. to Straussburg ranch;

standard iron post with bronze cap stamped "5046".____________ 5, 046. 188

Ajax, 4.2 mi. SE. of, on S. side of second-class rd. to Straussburg

ranch; standard iron post with bronze cap stamped "5133"_______ 5, 133. 068
120 SPIRIT LEVELING IN UTAH, 1897-1938

MERCUR NO. 4 QUADRANGLE

[Latitude 40°00'-40°15'; longitude U2000'-1120 15'l 

TOOELE AND UTAH COUNTIES

From Fairfleld quadrangle at point about 1 mile south of Fairfleld station 

along road southwest and west by way of Five Mile Pass into Mercur No. 3 

quadrangle (by Roscoe Reeves in 1915)

Fairfield, 2.4 mi. SW. of, 2.6 mi. E. of Five Mile Pass, in line with 

power poles, on N. side of rd.; standard iron post with bronze cap Feei 

stamped "5084"____________-_____________________________..__ 5, 084. 163

Five Mile.Pass, at summit of, 5.0 mi. W. of Fairfield, on N. side of 

Los Angeles & Salt Lake R. R. and rd., 20 ft. E. of Tooele-Utah 

county line monument; standard iron post with bronze cap stamped 

"5304"_____________________________________---_._._______-. 5, 304. 362

Five Mile Pass, 2.2 mi. W. of, 40 ft. NW. of center of junction of Faust 

and Stockton rds.; standard iron post with bronze cap stamped 

"5187"_-______--_-__-__--__--___-______--___-__-----------_ 5, 187. 622

MILL FORK QUADRANGLE

[Latitude 39°45'-40°00'; longitude 111°15'-111030'] 

SANPETE AND UTAH COUNTIES

From Nephi quadrangle southeast along Denver & Rio Grande Western Railroad into Soldier Summit quadrangle (by I. F. Biggs in 1910; leveled twice)

Thistle, 2.0 mi. SE. of, 1,800 ft. N. of milepost 104, in SE. corner of 

concrete abutment of bridge 674; aluminum tablet stamped "5151 

20"___ _ __ ____ __ ______ ___ _ 5, 152. 177

Thistle, 5.1 mi. SE. of, 1,400 ft. N. of milepost 107, at grade crossing;

top of E. rail____--____---__-____________..__.______________ 5, 373. 3

Narrows, 250 ft. N. of sta. sign, 10 ft. E. of E. track, in large boulder;

aluminum tablet stamped "5498 21"_________ _______________ 5, 499. 626

Mill Fork, about 150 ft. N. of sta., on W. side of water tower, at 

center one of three supports of tank, 88 in stone cap; aluminum 

tablet stamped "5803 23"___.._______._.;_______.._____.___. 5, 805. 093

Mill Fork, 3.4 mi. SE. of, 0.2 mi. N. of milepost 116, on E. side of 

right-of-way, on W. side of'wagon rd., in large boulder; aluminum 

tablet stamped "6014 24"_______.___________________________ 6, 015. 930

MINERSVILLE NO. 1 QUADRANGLE

[Latitude 38°15'-38°30'; longitude 112°30'-112°45'] 

BEAVER AND PIUTE COUNTIES

From Baldwin service station and store on U. S. Highway 91 north along highway 2 miles, thence along road northeast into Delano Peak No. 2 quadrangle 

about 1 mile east of Indian Creek ranger station (by S. S. Evans in 1936)

U. S. C. & G. S. standard disk stamped "E 32 1934". ________-_-- 6, 118. 610^

Reference mark, 668 ft. N. of disk, on W. side of highway, on corrugated iron culvert pipe; chiseled square_________---------------- 6, 125. 73

Beaver, 7.3 mi. N. of, 17 ft. W. of center line of highway, on top of 

S. concrete wing wall of culvert; chiseled square._--------------- 6, 250. 64

U. S. C. & G. S. standard disk stamped "D 32 1934"_____________ 6, 290. 099

Reference mark, 57 ft. SE. of disk, on W. side of highway, on top of

corrugated iron culvert pipe; chiseled square.___________________ 6, 289. 53

58 In 1927 the U. S. Coast and Geodetic Survey recovered this mark and reported: "The tank, since the 

establishment of the mark, has been placed on new supports, but the old cap with the mark was left 

standing."
MOAB QUADRANGLE 121

Beaver, 8.9 rni. N. of, along rd. to Indian Creek ranger station, 23 ft. feet 

W. of rd. fork, on boulder set in place; chiseled square.__________ 6, 391. 30

Beaver, 9.6 mi. NE. of, 133 ft. NE. of rd. fork, in concrete post; standard tablet stamped "1 E 1936"_-_____----_-___________._ _.._ 6, 460. 561

Reference mark, 230 ft. W. of tablet, 15 ft. N. of rd., on rock set in

place; chiseled square._______________________________________ 6, 456. 45

Beaver, 10.7 mi. NE. of, 570 ft. N. of ditch crossing, 22 ft. W. of 

center line at bend in rd., on rock set in place; chiseled square.___ 6, 575. 88

Beaver, 11.7 mi. NE. of, at base of small hill, about 500 ft. N. of concrete head gate on Indian Creek, 47 ft. .N. of center line of rd., in 

boulder in place; standard tablet stamped "2 E 1936"__-_-_____ 6, 705. 868

Reference mark, 120 ft. W. of tablet, 50 ft. N. of rd., on boulder in 

place; chiseled square.__----_--_--_--____________-___-___.___ 6, 701. 91

Beaver, 12.5 mi. NE. of, 36 ft. SW. of bridge over Indian Creek, 3 

ft. S. of creek, on rock outcrop; chiseled square.________________ 6, 794. 89

Beaver, 13.3 mi. NE. of, on N. side of fan-shaped wash, 25 ft. NW. of 

center line of rd., in concrete post; standard tablet stamped "3 E 

1936"----_---------------:------------_----------_--------- 7, 062. 597-

Reference mark, 150 ft. S. of tablet, on S. side of rd., on boulder in 

place; chiseled square_---_---_--_---------_----_-____---_____ 7, 056. 02

Beaver, 14.3 mi. NE. of, 5 ft. N. of center line of rd., in root on S. 

side of 36-in. spruce tree; copper nail and washer._______________ 7, 200. 66

Beaver, 15.1 mi. NE. of, 590 ft. E. of Pole Canyon, 12 ft. N. of center 

line of rd., at opening in small aspen grove, in boulder in place; 

standard tablet stamped "4 E 1936".___________________ 7, 309. 450

Reference mark, 132 ft. W. of tablet, in root on S. side of 18-in. spruce 

tree; copper nail and washer._________________________________ 7, 306. 62

Beaver, 16.0 mi. NE. of, at E. edge of opening in aspen grove, 21 ft. 

N. of center line of rd., in root on S. side of 10-in. aspen tree; copper 

nail and washer___--__--_----_---_-----___-____-________-___ 7, 447. 64

Beaver, 16.5 mi. NE. of, 400 ft. E. of Indian Creek ranger station, 50 

ft. N. of rd. fork, in concrete post; standard tablet stamped "5 E 

1936"_.__-_ - -- - - -- .-- . 7, 520. 700

Reference mark, 220 ft. E. of tablet, at base of 24-in. yellow pine tree,

10 ft. S. of rd., on rock set in ground; chiseled square.___________ 7, 527. 19

MOAB QUADRANGLE

[Latitude 38°30'-39°00'; longitude 109°30'-110°00'] 

GRAND COUNTY

From Tidwell quadrangle east along Denver & Rio Grande Western Railroad 

into Mount Waas quadrangle (by L, F. Biggs in 1910; leveled twice)

Thompsons, 13.2 mi. W. of, 0.2 mi. W. of Floy, in E. end of concrete 

abutment of bridge 541-A; aluminum tablet stamped "4616 59" 

(recovered by U. S. C. & G. S. in 1927)_..--___--_.......____.._. 4, 617. 802

Thompsons, about 9 mi. W. of, 3.0 mi. W. of Crescent siding, 15 ft. 

E. of second telephone pole E. of milepost 537, at E. side of right-ofway; standard iron post with bronze cap stamped "4777 60" (recovered by U. S. C. & G. S. in 1927)____-_____-__-____l--______ 4, 778. 475

Thompsons, about 6 mi. W. of, at Crescent siding, opposite milepost 

534, 800 ft. E. of water tank, 20 ft. E. of telephone booth, at N. side of 

right-of-way; standard iron post with bronze cap stamped "4898 

61" (recovered by U.S.C.&.G.S. in 1927)____________._________ 4,899. 767
122 SPIRIT LEVELING IN UTAH, 1897-1938

Thompsons, 500 ft. N. of sta., in SE. corner of concrete abutment of

bridge 528-A; aluminum tablet stamped "5132 62" (recovered by Put 

U. S. C. & G. S. in 1927) _ 5, 134. 521

Thompsons, 3.2 mi. E. of, in S. end of concrete abutment of steel

bridge; aluminum tablet stamped "5033 63"___________________ 5, 034. 647

Thompsons, about 8 mi. E. of, 500 ft. E. of Sagers sta., opposite milepost 520, in W. side of right-of-way; standard iron post with bronze 

cap stamped "4782 64" (recovered by U. S. C. & G. S. in 1927). 4, 784. 744

Thompsons, 11.2 mi. E. of, 4.3 mi. W. of White House, 0.6 mi. W. of 

Elba siding, 6 ft. S. of center line of tracks, in. E. abutment of 

bridge 516-A; aluminum tablet stamped "4621 65" (recovered by 

U. S. C. & G. S. in 1927) __ __ __ 4, 622. 950

MODENA QUADRANGLE

[Latitude 37°30'-38°00'; longitude 113°30'-114°00'] 

WASHINGTON AND IRON COUNTIES

From Fanaca quadrangle southeast along Rose Valley (Nev.)-Modena (Utah) 

road to point on Union Pacific Railroad 2.9 miles southwest of Modena (by 

D. S. Birkett in 1915)

Modena, 7.5 mi. NW. of, 4.8 mi. along rd. NW. of Union Pacific R. R., 

1.3 mi. SE. of junction of Fay and Rose Valley rds., 15 ft. N. of rd.; 

top of iron post with General Land Office cap stamped "5854 T. 34 

S., R. 19 W., % cor. sec. " 59 .:_-____._.._____._________ 5, 823. 736

Modena, 6.6 mi. NW. of, 2.2 mi. SE. of junction of Fay and Rose 

Valley rds., at point of hill on S. side of wash, 2 ft. NE. of rd., on 

boulder; highest point_-_-----------_---__-_-____-_____-______ 5, 759. 95

Modena, 5.5 mi. NW. of, 2.8 mi. NW. of Union Pacific R. R., 110 ft.

NE. of rd., on boulder; highest point_________________________ 5, 678. 16

Modena, 5.2 mi. NW. of, 2.5 mi. N. along wash from R. R., at first 

point of rocks along rd. between bench and point where rd. reenters 

wash, 15 ft. N. of rd., in lava rock marked by cairn; standard tablet 

stamped "5665 1915 18" 5, 665. 064

Modena, 3.8 mi. W. of, 0.3 mi. W. of point where rd. leaves wash and 

ascends bench, 220 ft. N. of rd., on boulder; highest point-_____-_ 5, 601. 36

Modena, 2.8 mi. SW. of, at cor. sees. 3, 4, 9, and 10, T. 35 S., R. 19 W.; 

top of General Land Office iron post with cap stamped "5507"____ 5, 506. 996

U. S. C. & G. S. copper bolt designated "C.8"_____...__..-_._ 5, 507. 942

From Enterprise west and southwest along roads into Gunlock quadrangle near 

Enterprise Reservoir (by R. B. Steele in 1937)

U. S. C. & G. S. standard disk stamped "Y 123 1934"____________ 5, 329. 384

Enterprise, at E. entrance to Enterprise High School, on E. end of

concrete walk, near SE. corner; chiseled square.___-_-__-___-__- 5, 326. 56 

U. S. C. & G. S. standard disk stamped "Z 123 1934" __ 5, 312. 745 

Enterprise, at NW. corner of store of B. J. Lund, on SW. corner of 

concrete platform; standard reference mark disk stamped "RS 

1937"--.--------------------------------------------------- 5,313.20

Enterprise, 1.0 mi. W. of, 19 ft. S. of center line of rd., at fence corner,

3 ft. E. of gate, on top of boulder set in ground; chiseled square._. 5, 323. 42 

Enterprise, 2.1 mi. W. of, about 750 ft. W. of bridge over irrigation 

ditch, 25 ft. S. of center line of rd., 8 ft. N. of fence, in top of boulder 

in place; standard tablet stamped "RS 1 1937"..-------------- 5, 364. 723

" Figures obliterated.
MODENA QUADRANGLE 123

Reference mark, 51 ft. W. of tablet, 28 ft. S. of center line of rd., on Feet 

top of boulder in place; chiseled square__--_---------_---_______ 5, 363. 72

Enterprise, 3.0 mi. W. of, 30 ft. S. of center line of rd., 35 ft. E. of 

brook, in root on N. side of 24-in. cottonwood tree; copper nail and 

washer_--_-__--------_-_-_---------------__.______....____. 5, 392. 63

Enterprise, 4.0 mi. W. of, 120 ft. SW. of center line of rd., 275 ft. W. of 

corner of pasture fence, about 30 ft. W. of old irrigation ditch, in top 

of boulder in place; standard tablet stamped "RS 2 1937"__._. 5, 416. 416

Reference mark, 50 ft. SE. of tablet, 120 ft. SW. of center line of rd.,

on top of boulder in place; chiseled square-_---_--------_-_--_-_ 5, 412. 29

Enterprise, 5.0 mi. W. of, 50 ft. W. of center line of rd., on top of

boulder in place; chiseled square_..______.___________...._.___ 5, 439. 98

Enterprise, 6.0 mi. W. of, 0.3 mi. E. of junction of rd. to Enterprise 

Reservoir, 115 ft. E. of bridge over canal, 15 ft. SE. of rd., in top of 

boulder set in place; standard tablet stamped "RS 3 1937 5483". 5, 483. 208

Reference mark, 100 ft. E. of tablet, 50 ft. S. of rd., 200 ft. SE. of

bridge over canal, on top of boulder set in place; chiseled square.--. 5, 484. 97

Enterprise, 6.5 mi. W. of, in W. angle of rd. fork, at top of hill, 2 ft. 

NE. of Forest Service signboard, on top of boulder set in place; 

chiseled square._________--__--__-__--_------_-_-_--_______-_ 5, 490. 56

Enterprise, 7.0 mi. W. of, 4.0 mi. N. of Lower Enterprise Reservoir, 

0.5 mi. S. of rd. junction, about 50 ft. S. of deep wash, 34 ft. E. of 

center line of rd., on top of boulder set in place; chiseled square. - 5, 498. 94

Enterprise, 7.9 mi. W. of, 3.5 mi. N. of Lower Enterprise Reservoir, at 

crossing of Forest Service boundary line and Reservoir rd., on N. 

side of draw, 36 ft. NW. of Forest Service signboard and 18 ft. W. 

of fence, in top of large boulder in place; standard tablet stamped 

"RS 4 1937" --_-----_--------------------------.----- 5, 530. 167

Reference mark, 60 ft. E. of tablet, 60 ft. W. of center line of rd... 100

ft. N. of Forest Service signboard, on rock outcrop; chiseled square. 5, 530. 76

Enterprise, 9.1 mi. W. of, 1.5 mi. N. of Lower Enterprise Reservoir, 

32 ft. W. of center line of rd., on top of boulder set in place; chiseled 

square....-----------_______________________________________ 5, 581. 39

Enterprise, 10.1 mi. SW. of, 0.5 mi. N. of Lower Enterprise Reservoir, 

on W. side of canyon, 76 ft. N. from center of bridge over creek, in 

top of rock outcrop; standard tablet stamped "RS 5 1937"--..-- 5, 625. 262

Reference mark, 20 ft. from tablet, on W. side of canyon, 80 ft. from

center of bridge, on top of rock outcrop; chiseled square__________ 5, 621. 28

Enterprise, 10.5 mi. SW. of, at Lower Enterprise Reservoir, on top at

E. end of dam; chiseled square.------.-----.------------------ 5, 674. 42

Enterprise Reservoir, at, 500 ft. E. of junction of rds. W. and S., in 

angle of junction of old rds., 10 ft. S. of large rock, on top of boulder 

in place; chiseled square.._______-________-____ ___----___-____ 5, 733. 40

Enterprise Reservoir, on E. side of, 11.6 mi. NE. of Goldstrike, 51 ft. 

S. of center line of rd., at summit of low ridge, 3 ft. NW. of small 

rock cairn, in top of boulder set in place; standard tablet stamped 

"RS 6 1937 5795" --------------.------------_--.---- 5,794.892

Reference mark, 90 ft. E. of tablet, 50 ft. S. of center line of rd. at 

summit of low ridge, 2 ft. E. of small rock cairn, on top of boulder 

in place; chiseled square.----.-____.__________._.____....._.._ 5, 791. 84
124 SPIRIT LEVELING IN UTAH, 1897-1938

MOUNDS QUADRANGLE

[Latitude 39°15'-39°30'; longitude 110°30'-110°45'] 

CARBON AND EMERY COUNTIES

From Wellington quadrangle southeast along Denver & Rio Grande Western 

Railroad into Grassy quadrangle (by I. F. Biggs in 1910; leveled twice)

Mounds, 1.9 mi. NW. of, 300 ft. N. of milepost 605, in N. abutment 

of R. R. bridge 605-A; aluminum tablet stamped "5386 41" (re- feet 

covered by U. S. C. & G. S. in 1927) ___--------_..---._...__ 5, 388. 654

Mounds, 150 ft. E. of sta., 50 ft. E. of right-of-way, 15 ft. N. of small 

building; standard iron post with bronze cap stamped "5439 42" 

(recovered by U. S. C. & G. S. in 1927)___----_-_-____---______ 5,442.243

Verde, in base of sta. sign; spike with aluminum tag stamped "5267"_ 5, 269. 35

Verde, 0.7 mi. S. of, on E. end of S. abutment of bridge 598-B; aluminum tablet stamped "5233 43"--________-__--_______--___..____ 5, 235. 499

From Mounds north along Sunnyside branch of Denver & Rio Grande 

Western Railroad into Wellington quadrangle (by I. F. Biggs in 1910; single 

unchecked spur line)

Mounds, 4.0 mi. N. of, 20 ft. E. of milepost 4, in sandstone boulder 

buried flush with ground; aluminum tablet stamped "5429"_____ 5, 432. 157

MOUNT PEALE QUADRANGLE «°

[Latitude 38°00'-38°30'; longitude 109°00'-109°30'] 

SAN JUAN COUNTY

From Church Rock on U. S. Highway 450 west and southwest along Dugout 

ranch road .into Verdure quadrangle (by, C. C. Rich in,1934) 

Monticello, 14.5 mi. NE. of, 0.6 mi. W. of Church Rock, 300 ft. E. of 

E. end of prominent rock, 300 ft. W. of highway, 800 ft. SW. of 

junction of highway with Dugout ranch rd., in root on S. side of 

24-in. lone cedar tree; copper nail and washer.__________________ 6, 071. 93

Church Rock, 1.4 mi. W. of, 250 ft. S. of Dugout ranch rd., on top of 

E. end of knoll, in concrete post; standard tablet stamped "6133 

CR 1 1934"_ ____________________________________________ 6, 131. 052

Reference mark, 116 ft. SW. of tablet, on top of same knoll, in cedar

post extending 8 in. above ground; copper nail and washer__________ 6, 136. 46

Church Rock, 2.3 mi. W. of, 60 ft. S. of rd., 50 ft. S. of large sage 

brush, in cedar post extending 8 in. above ground; copper nail and 

washer_____--__-________-_------__________-_____._-________ 6, 221. 91

Church Rock, 3.6 mi. W. of, on N. side of divide at W. end of Dry 

Valley, 130 ft. N. of rd., 50 ft. N. of frame shack, in sandstone outcrop; standard tablet stamped "6425 CR 2 1934"______________ 6,423.463

Reference mark, 75 ft. W. of tablet, at S. edge of sandstone outcrop,

in root on S. side of 12-in. pinon tree; copper nail and washer.____ 6, 421. 44

Church Rock, 4.5 mi. W. of, 50 ft. N. of rd., 10 ft. E. of N.-S. drainage,

in root on N. side of 24-in. cedar tree; copper nail and washer_____ 6, 325. 98

Church Rock, 5.6 mi. W. of, 380 ft. E. of wooden bridge over large 

drainage, 75 ft. N. of rd., in W. part of sandstone outcrop; standard 

tablet stamped "6213 CR 3 1934"________-_______..____--___ 6,211.361

Reference mark, 101 ft. ENE. of tablet, in root on E. side of 6-in. pinon 

tree; copper nail and washer___________..._________-_----_-___ 6, 215. 35

«« A narrow strip of territory along the east boundary of this quadrangle lies in Colorado.
MOUNT TERRILL QUADRANGLE 125

Church Rock, 6.7 mi. SW. of, 460 ft. E. of rd., on W. slope of E. side of

Harts Draw, in root on NW. side of 10-in. pifion tree; copper nail Feet 

and washer.________________________________________________ 6, 253. 85

Church Rock, 7.7 mi. SW. of, 70 ft. N. of rd., on summit of prominent 

ridge, in center of scattered group of pine and cedar trees, in SW. 

corner of sandstone outcrop; standard tablet stamped "6460 CR 4 

1934"_____.____.___________________________________________ 6,459. 129

Reference mark, 100 ft. NE. of tablet, in root on W. side of 30-in. cedar

tree; copper nail and washer._________________________________ 6, 460. 80

Church Rock, 8.8 mi. SW. of, 20 ft. N. of rd., on summit of prominent 

ridge, in root on E. side of 12-in. lone pifion tree; copper nail and 

washer.____________________________________________________ 6, 637. 68

Church Rock, 9.5 mi. SW. of, 115 ft. S. of rd., in center of grove of pine 

and cedar trees, in W. end of large sandstone outcrop; standard 

tablet stamped "6676 CR 5 1934"___._______________________ 6,674.930

Reference mark, 95 ft. N. of tablet, 25 ft. S. of rd., in root on SE. side 

of 16-in. pifion tree leaning to W. at 45° angle; copper nail and 

washer___________.__________________..._.___________ 6, 681. 49

MOUNT TERRILI, QUADRANGLE

[Latitude 38°30'-39°00'; longitude 111°30'-112000'] 

PIUTE, SEVIER, AND WAYNE COUNTIES

From Richfield No. 1 quadrangle along U. S. Highway 89 northeast to Aurora, 

thence north along road 3 miles, thence northwest along State Highway 63 

into Scipio quadrangle (by E. E. Harris in 1931)

Sigurd, 1.8 mi. SW. of, 6.4 mi. NE. of Richfield, on SE. side of highway, 900 ft. SW. of curve, in center of concrete head wall of highway 

culvert; chiseled square___--__-.______--_____-____.___________ 5, 260. 32

Sigurd, 1.3 mi. SW. of, on S. side of highway, 60 ft. E. of R. R. crossing, in center of concrete head wall of highway culvert; chiseled 

square.____________________________________________________ 5, 260. 50

Sigurd, 0.8 mi. SW. of, in SW. angle of junction of old highway, in 

center at base of parapet wall of concrete bridge over canal; chiseled 

square.____________--_.-_____.______-____--_-__-_----_._-__ 5, 239. 69

Sigurd, 150 ft. S. of spur line of Denver & Rio Grande Western R. R., 

21 ft. E. of center line of U. S. Highway 89, 22 ft. W. of center line of 

State Highway 24, 10 ft. S. of highway signpost, in concrete post; 

standard tablet stamped "1931 H 98 5220" (recovered by U. S. C. 

& G. S. in 1934)......._____________..-_---_____---____-.____ 5, 219. 589

Reference mark, 250 ft. SW. of tablet, in center of W. concrete head

wall of culvert; chiseled square._______________________________ 5, 221. 89

Sigurd, 0.9 mi. N. of, 600 ft. S. of curve and on E. side of highway, in

center of concrete head wall of culvert; chiseled square.._________ 5, 215. 17

Sigurd, 1.8 mi. NE. of, on E. side of highway, 40 ft. N. of R. R. crossing, in center at base of parapet wall of concrete bridge over drain; 

chiseled square._________ _.___________-_._______________.-__ 5, 256. 74

Sigurd, 3.0 mi. NE. of, 3.1 mi. SW. of Aurora, 31 ft. S. of center of 

junction of T-rd. E., 34 ft. E. of center line of highway, 9 ft. S. and 

1 ft. E. from fence, in concrete post; standard tablet stamped "1931 

H 99 5246"_---_-_-_-____--_----__---__--_-_-__---_.______ 5,245.569

Reference mark, 230 ft. S. of tablet, in center of E. concrete head wall

of culvert; chiseled square..-____---_____-______-__-_---__-___ 5, 247. 43

127289 40 9
126 SPIRIT LEVELING IN UTAH, 1897-1938

Aurora, 2.2 mi. SW. of, on E. side of highway, in center of concrete head Feet 

' wall of culvert; chiseled square.-_-___--__--_---__----_________ 5, 246. 42

Aurora, 1.5 mi. SW. of, on E. side of highway, 250 ft. S. of junction of 

farm rd. E., on NE. abutment of small concrete bridge; chiseled 

square_____________________-_______-___-_________________:_ 5, 225. 95

Aurora, 0.8 mi. SW. of, on E. side of curve in highway, on N. side of

dirt rd., in center of concrete head wall of culvert; chiseled square. _ 5, 182. 34

Aurora, in NE. corner of school grounds, 47 ft. S. of E.-W. rd., 44 ft. 

W. of center line of U. S. Highway 89, 4 ft. SW. of corner of fence, 

in concrete post; standard tablet stamped "1931 H 100 5187" 

(recovered by U. S. C. & G. S. in 1934)_____.__________________ 5, 186. 768

Reference mark, 360 ft. S. of tablet, on S. end of E. concrete head wall

of culvert; chiseled square. ___________________________________ 5, 181. 70

Aurora, 0.3 mi. N. of, on E. side of highway at curve to SE., at sign 

reading "Entering Aurora," just S. of junction of dirt rd. N. to 

Scipio, in center of concrete head wall of culvert; chiseled square. . 5, 211. 80

Aurora, 1.3 mi. N. of, on E. side of rd., 260 ft. N. of corral, on top of

drain pipe; chiseled square___-_-_--___-___________-_--________ 5, 285. 44

Aurora, 2.4 mi. N. of, 230 ft. N. of junction of second-class rd. E., on

E. side of rd., on large boulder; chiseled square......__-_-__.____ 5, 334. 85

Aurora, 2.8 mi. N. of, at junction of State Highway 63 with rd. S. to 

Aurora, 20 ft. N. of highway, 28 ft. W. of rd. sign, 4 ft. higher than 

surface of rd., in concrete post; standard tablet stamped "1931 H 

101" 61 _.___-_---__--__--_---_-.--_----------.-------._.____ 5,354. 527

Reference mark, 170 ft. W. of tablet, on N. side of rd., on large boulder;

chiseled square.______________________________________________ 5, 356. 92

Aurora, 2.8 mi. N., thence 0.9 mi. NW. from, on S. side of curve in

highway at point of hill, on large boulder; chiseled square ________ 5, 458. 65

Aurora, 2.8 mi. N., thence 1.6 mi. NW. from, 220 ft. W. of junction 

of rd. NE., on S. side of highway, on top of drain pipe;, chiseled 

square----_--__---------_--_-_-----____-__--_____._ r _______ 5, 525. 85

Aurora, 2.8 mi. N., thence 2.4 mi. NW. from, 100 ft. N. of highway, 

on NE. side of mounds, in root on N. side of small scrub cedar tree; 

copper nail and washer.______________________________________ 5, 608. 36

Aurora, 2.8 mi. N., thence 3.1 mi. NW. from, 21 ft. S. of center line 

of highway at point of hill, 2 ft. lower than surface of rd., in concrete 

post; standard tablet stamped "1931 H 102 5727" (recovered by 

U. S. C. & G. S. in 1934)_________.___________________________ 5, 726. 320

Aurora, 2.8 mi. N., thence 4.2 mi. NW. from, at junction of rd. N. to 

ranch house, on boulder; chiseled square (recovered by U. S. C. & 

G. S. in 1934)_-_-_--____-___-_---_--_---__.________.________ 5,871. 658

MOUNT WAAS QUADRANGLE 62

[Latitude 38°30'-39°00'; longitude 109°00'-109°30'1

GRAND COUNTY

From Moab quandrangle east, and northeast along Denver & Rio Orande 

Western Railroad into Westwater quadrangle (by I. F. Biggs in 1910; leveled 

twice)

White House, about 150 ft. W. of R. R. telephone booth, 25 ft. N. of

center line of track; standard iron post with bronze cap stamped

"4485 66" (recovered by U. S. C. & G. S. in 1927) ___._.____._ 4, 486. 707

«i In 1932 this benchmark was reported destroyed.

« A narrow strip of territory along the east boundary of this quadrangle lies in Colorado.
NEPHI QUADRANGLE 127

Cisco, 3.7 mi. W. of, opposite milepost 508, in E. side of right-of-way;

standard iron post with bronze cap stamped "4455 67" (recovered *"««<

by U. S. C. & G. S. in 1927)..._.._..._'.......-..-.- --------- 4,457. 137

Cisco, 25 ft. E. of sta., in corner of R. R. park; standard iron post

with bronze cap stamped "4350 68" (recovered by U. S. C. & G. S.

in 1927).....,.................-...-----------.------------ 4, 351. 819

NEPHI QUADRANGLE

[Latitude 39°30'-40°00'; longitude m°30'-112°00'] 

JUAB, SANPETE, AND UTAH COUNTIES

From Mammoth quadrangle at sec. 12, T. 11 S., R. 2 W., northeast along road 

to sec. 6, T. 10 S., R. 1 W., thence northwest and back into Mammoth quadrangle at sec. 36, T. 9 S., R. 2 W. (by A. B. Searle in 1897)

Goshen Valley, at NW. cor. T. 11 S., R. o l W.; standard iron post 

with bronze cap stamped "4793"._____________________________ 4, 796. 386

Goshen Valley, at NW. cor. T. 10 S., R. .1 W.; standard iron post

with bronze cap stamped "4798" (recovered in 1935)___--._____ 4, 981. 789

From sec. 12, T. 11 S., R. 2 W., along road in Cottonwood Canyon to Juab-Utah 

county line (by A. B. Searle in 1897)

Cottonwood Canyon, head of, about 600 ft. E. of wagon rd., about 

250 ft. N. of Juab-Utah county line, near lone tree; standard iron 

post with bronze cap stamped "6228".___----_-___.___-_-_-____ 6, 231. 334

From Provo quadrangle south and east along Denver & Rio Grande Western 

Railroad into Mill Fork quadrangle (by I. F. Biggs in 1910)

Thistle, 1,100 ft. S. of sta., 10 ft. E. of main-line track, in E. end of

N. abutment of bridge 676; aluminum tablet stamped "5041 19"-- 5, 042. 726

Thistle, 400 ft. N. of schoolhouse, 100 ft. S. of right-of-way, near

public rd., in rock ledge; aluminum tablet stamped "5050 22".__ 5, 051. 872

From Provo quadrangle at sec. 28, T. 9 S., R. 1 W., along road south to Elberta, 

thence northwest along U. S. Highway 8 to northwest corner T. 10 S., R. 1 W. 

(by E. E. Harris in 1923; line north of Elberta leveled twice)

Elberta, 1.8 mi. N. of post office, near W% cor. sec, 33, T. 9 S., R. 1

W., on E. side of rd., 500 ft. S. of deserted shack, on drain pipe;

chiseled square.-____________________________________________ 4, 655. 21

Elberta, 1.3 mi. N. of, near SW. cor. sec. 33, T. 9 S., R. 1 W., 40 ft.

E. of rd. at summit of grade, 200 ft. SW. of dwelling, 2 ft. S. and

5 ft. E. from corner fence post, in concrete post; standard tablet

stamped "1923 H 69"_ ..._.._.u....-_._....._.._..__...... 4,673.158

Reference mark., 53 ft. W. of tablet, on top of concrete wall of culvert;

bottom of square hole._______________________________________ 4, 673. 35

Elberta, 0.6 mi. N. of, near E% cor. sec. 5, T. 10 S., R. 1 W., 50 ft.

W. of rd., in root on W. side of lone poplar tree in angle in fence;

spike----_-------_----..--.---_-___--.____-____-_____..____-_. 4, 669. 77

Elberta, in SW. angle of crossing of Denver & Rio Grande Western

R. R. and U. S. Highway 6, in top of concrete wall of culvert;

standard tablet stamped "1923 H 70" (recovered by U. S. C. &

G. S. in 1934)_._-_ .................^....................... 4, 663. 714

Reference mark, 50 ft. E. of tablet, on top of concrete wall of culvert;

bottom of square hole.--_-----___-_---___--__-_______________ 4, 663. 34

Elberta, 1.0 mi. NW. of, in SW% sec. 5, T. 10 S., R. 1 W., on N. side

of highway, on boulder buried flush with ground; chiseled square. _. 4, 760. 42
128 SPIRIT LEVELING IN UTAH, 1897-1938

Elberta, 1.5 mi. NW. of, in NEtf sec. 6, T. 10 S., R. 1 W., on S. side of

highway, 250 ft. W. of cut, in center of top of concrete wall of cul- Feet 

vert; bottom of square hole_--_._._____________________.______ 4, 829. 45

T, 10 S., R. 1 W., at NW. cor.; top of township corner pipe___.... 4, 981. 28

From Elberta along roads south and east to point 1.7 miles southeast of Elberta 

(by E. E. Harris in 1923)

Elberta, 0.7 mi. S. of, near SE. cor. sec. 8, T. 10 S., R. 1 W., 2.9 mi. W.

of Goshen, in NW. angle of crossroads, on drain pipe; chiseled

square__._-_-_-_-_-----_---_____.___.__._.____._______.____ 4, 697. 53

Goshen, 2.4 mi. W. of, in sec. 9, T. 10 S., R. 1 W., on N. side of rd., at

corner in orchard, 210 ft. W. of corner fence post, on stone post;

chiseled square._--__--_-_______.____._.__.__________._______ 4, 630. 43

Goshen, 1.7 mi. W. of, in sec. 10, T. 10 S., R. 1 W., on S. side of rd., at

overflow canal of reservoir, on top of concrete wall of culvert;

chiseled square.__-_--__---_-_____-__________-_______________ 4, 576. 06

Goshen, 0.8 mi. W. of, in sec. 11, T. 10 S., R. 1 W., in NE. angle of

junction of T-rd. N., in root on N. side of poplar tree in angle in

fence; copper nail and washer.________________________________ 4, 549. 26

Goshen, at W. side of town, in NE. angle of first crossroads, in center

of top of concrete parapet wall of culvert; standard tablet stamped

"1923 H 71"--------------------_---_----------_----._____ 4,546.929

Reference mark, 136 ft. N.80°E. of tablet, in root on W. side of 24-in.

poplar tree; copper nail and washer.___________________________ 4, 546. 80

Goshen, 0.8 mi. S. of, in sec. 14, T. 10. S., R. 1 W., at jog in N.-S. rd., in

NE. angle of junction of T-rd. E., on corner stone; chiseled square.. 4, 610. 03 

Goshen, 1.7 mi. SE. of; Bureau of Reclamation triangulation sta.

and B. M. designated "37"___________________________________ 4, 734. 693

NINEMILE CREEK QUADRANGLE

[Latitude 39°45'-40°00'; longitude 110°30'-110045'] 

CARBON AND DUCHESNE COUNTIES

From Wellington quadrangle 4 miles north of Soldier station northwest along 

road into Kyune quadrangle 3 miles northwest of Big Summit (by I. B. 

Glasgow in 1912) 63

Soldier sta., 2.2 mi. N., thence 4.3 mi. NW. from, 100 ft. N. of rd. to 

Willow Creek, 1,500 ft. E. of small lake, on summit of hill; standard 

iron post with bronze cap stamped "7441 CS".________________ 7, 441. 636

Big Summit, 0.5 mi. E. of, in clearing, 100 ft. S. of rd.; top of pointed

rock___--__-----_----.-_-_-_---------_---_-_---------_--_._ 7,442.97

Big Summit, 100 ft. N. of rd.; standard iron post with bronze cap 

stamped "7515 CS"...-......-_-.....-.-.-.- - -...... 7, 515. 663

OGDEN QUADRANGLE

[Latitude 41°00'-41°30'; longitude 111°30'-112000'] 

WEBER, BOX EIDER, CACHE, DAVIS, MORGAN, RICH, AND SUMMIT COUNTIES

From Ogden south along Union Pacific Railroad to U. S. Highway 91, thence 

west into Promontory Point quadrangle (by E. E. Harris in 1923)

U. S. C. & G. S. B. M. designated "A"...... 4, 295. 884

Ogden, at SE. corner of Ogden Packing Co. office, on N. side of rd., on 

W. side of driveway to plant, in angle in fence line, 3 ft. from each 

fence, in concrete post; standard tablet stamped "1923 H !"_.__ 4, 291. 595

63 An excessive error in this line has been disposed of by adjustment.
OGDEN QUADRANGLE 129

Reference mark, 61 ft. W. of tablet, on end of stone step at office en- Feet 

trance; chiseled square.____-__-_________--_-__-_-_-__________ 4, 293. 40

Ogden, about 2,000 ft. SW. of Union Pacific R. R. sta., 40 ft. W. of 

westernmost track, midway between Twenty-eighth and Twentyninth Streets, in front of deserted house, in root on S. side of 84-in. 

cottonwood tree having three separate trunks branching off 6 ft. 

above ground; copper nail and washer________________________ 4, 303. 58

Ogden, 1.1 mi. SW. of sta., in SE. angle of grade crossing, on NW.

corner of concrete foundation of semaphore; bottom of square hole_ 4, 323. 79

Ogden, 40 ft. S. and 40 ft. E. from SE. corner of crossing of Union 

Pacific R. R. and U. S. Highway 91, in angle of and 1 ft. E. of E. 

right-of-way fence, in concrete post; standard tablet stamped "1923 

H 2".______-__-____-_---___-____--______----_-----_-----.- 4,353. 050

Reference mark, 43 ft. N.40°W. of tablet, on NW. corner of concrete 

foundation of crossing signal; bottom of square hole._____________ 4, 355. 72

From Promontory Point quadrangle east and south along Union Pacific Railroad to Ogden (by E. E. Harris in 1923)

T. 6'N., R. 1 W., SEX sec. 19, in NE. angle of grade crossing, 170 ft.

W. of milepost 781, in center of top of concrete head wall of culvert;

bottom of square hole_--_---------__------_----__--------_-__ 4, 277. 78

T. 6 N., R. 1 W., NEX sec. 30, at NW. corner of crossing of Southern

Pacific and Denver & Rio Grande Western R. Rs.; top of raiL.___. 4, 287. 0

From point near west boundary of Ogden north and east along streets to point 

on north boundary of Ogden, thence north and northwest along roads by 

way of North Ogden to point near Utah Hot Springs in Promontory Point 

quadrangle (by E. E. Harris in 1923)

Ogden, in SE. angle of grade crossing of Twelfth Street and Union 

Pacific R. R., on top of arched concrete culvert; bottom of square 

hole ---_-_--_-_.________--_____-______________-----____- 4,275.03

Ogden-, at grade crossing of Second Street and Union Pacific R. R., 

200 ft. E. of tracks, 2 ft. N. of line fence, in small pasture, in small 

concrete post; standard tablet stamped "1923 H 13"-_-_--_._-_ 4, 265. 014

Reference mark, 222 ft. S.65°W. of tablet, on drain pipe; bottom of

square hole.________________________________________________ 4, 264. 56

Ogden, in NW. angle of intersection of Harrisville rd. and Twelfth 

Street, at junction of Washington Avenue, on top at end of curb 

on Twelfth Street; bottom of square hole__-__--..--------------- 4, 288. 36

Ogden, on W. side of Washington Avenue, in line with North Street, 

at N. city limits, on top at end of stone curb; bottom of square 

hole ----__---______---______._...___.___.___.__-___._.._ 4,303. 21

Ogden, just N. of N. limits of, in SEtf sec. 9, T. 6 N., R. 1 W., 150 ft. 

N. of junction of N.-S. rd., on W. side of rd., 2 ft. inside fence, in 

concrete post; standard tablet stamped "1923 H 14".__________ 4, 429. 213

Reference mark, 216 ft. S.10°E. of tablet, on NE. corner of large

concrete block; bottom of square ho]e________-______-___-_..___ 4, 423. 99

T. 6 N., R. 1 W., NE?4 sec. 9, on N. side of rd. at turn from N. to E., 

120 ft. N. of lane W. to dwelling, at T-angle in fence line, on top of 

large anchor boulder of corner fence post; bottom of square hole. _ 4, 404. 86

T. 6 N., R. 1 W., NEJ4 sec. 4, on W. side of rd. at summit of grade, 

just N. of dwelling, on granite boulder; chiseled square__-_..___ 4, 489. 11

T. 6 N., R. 1 W., NE^ sec. 4, 250 ft. N. of junction of rd. W., on 

W. side of rd., on top of 15-in. tile drain pipe; bottom of square 

hole ---_--_-__._..____________..._._.._.........._._____ 4,485. 98
130 SPIRIT LEVELING IN UTAH, 1897-1938

T. 7 N., R. 1 W., SE^ sec. 33, in SE. angle of crossroads, in angle in

fence line, 2 ft. from each fence, in concrete post; standard tablet feet 

stamped "1923 H 15"__..____..______.._____...-.___.__..__. 4, 436. 370

Reference mark, 53 ft. W. of tablet, in root on N. side of 22-in. poplar 

tree; copper nail and washer____________.____-__^__.__________ 4, 434. 80

North Ogden, near N. side NE% sec. 33, T. 7 N., R. 1 W., on N. side 

of E.-W. rd., in line with rd. SE., on W. side of private lane N., in 

root on E. side of Lombardy poplar tree; copper nail and washer. 4, 521. 18

North Ogden, at SW. corner of cemetery, 70 ft. N. and 30 ft. W. from 

crossroads, in root on N. side of 24-in. poplar tree; copper nail and 

washer...__.___________________________________________ 4, 528. 27

T. 7 N., R. 1 W., NWJ4 sec. 21, at base of steep grade, at foot of mountain, 100 ft. W. of fence line, 100 ft. S. of lone poplar tree, in large 

boulder; standard tablet stamped "1923 H 16".________________ 5, 148. 421

Reference mark, 34 ft. W. of tablet, on large boulder; chiseled square. 5, 147. 94

T. 7 N., R. 1 W., NEK sec. 19, 200 ft. W. of angle in rd., 20 ft. W. of 

stream crossing, 100 ft. E. of dwelling, on S. side of rd., in root on 

W. side of 18-in. boxelder tree; copper nail and washer.._________ 4, 952. 36

From mouth of Ogden Canyon east along State Highway 39 to Artesian Park 

(by A. K. Andrews in 1925; leveled twice)

T. 6 N., R. 1 W., SE^ sec. 23, 2 ft. S. of highway, on NE. corner of 

concrete valve manhole on Ogden municipal pipe line; chiseled 

square._______.____ ___________.____________________________ 4, 549. 90

T. 6 N., R. 1 W., NEK sec. 24, 13 ft. SE. of center line of highway,

on NE. end of concrete head wall of culvert; chiseled square_-____ 4, 668. 01

T. 6 N., R. 1 E., NW>4 sec. 19, 380 ft. SW. of Hermitage dance hall, 

on SE. side of highway, 17 ft. E. of S. concrete head wall of culvert; standard iron post with bronze cap stamped "24 A 1925" ._ 4, 710. 521

Reference mark, 17 ft. S.75°W. of post, on concrete culvert; chiseled

square______.______ _____________ __._____________......_____4, 7.11. 79

T. 6 N., R. 1 E., SWK sec. 17, 18 ft. S. of highway, on N. side of river,

on E. end of rubble retaining wall; chiseled square_____________ 4, 757. 95

T. 6 N., R. 1 E., SW^ sec. 16, 33 ft. S. of center line of highway, 16 ft. 

S. of center line of car track, at N. end of Utah Power & Light Co. 

dam over Ogden River, in top of concrete; standard tablet stamped 

"25 A 1925"_.-_-__________________________________________ 4, 823. 722

T. 6 N., R. 1 E., about 500 ft. NE. of WJ4 cor. sec. 15, on NW. side 

of highway, on top of NE. end of concrete head wall of culvert; 

chiseled square.-__--------__-_______________________________ 4, 828. 61

T. 6 N., R. 1 E., near W. side SW% sec. 11, 80 ft. SW. of junction of 

rd. SE. to Artesian Park, 8 ft. E. of SE. wing wall cf concrete bridge 

over N. fork of Ogden River; standard iron post with bronze cap 

stamped "26 A 1925". __ .___._..____-_--_ __._._-._... 4, 833. 853

Reference mark, 68 ft. N.80°W. of post, on NW. corner of concrete

highway bridge over N. fork of Ogden River; chiseled square_____ 4, 834. 32

From Promontory Point quadrangle southeast along U. S. Highway 91 to 

Kaysville (by A. K. Andrews in 1925)

T. 4 N., R. 1 W., NWK sec. 18, on W. side of highway, 290 ft. NW.

of junction of rd. N., on S. end of concrete head wall of culvert;

chiseled square_----_______-______________---_---___---_----- 4, 451. 59

T. 4 N., R. 1 W., on E. side SE% sec. 18, 1.6 mi. NW. of Layton,

45 ft. W. of crossroads, in field, 10 ft. NW. of irrigation ditch;

standard iron post with bronze cap stamped "28 A 1925-------- 4, 423. 547
OGDBN QUADRANGLE 131

Layton, about 1 mi. NW. of, 50 ft. SE. of crossroads, on E. side of feet 

highway, on top of concrete head wall of culvert; chiseled square. _ 4, 403. 58

Layton, on N. side of business section, N. of crossroads, on E. side of 

highway, on top of S. end of concrete head wall of culvert; chiseled 

square.__-_-- _____---__----_-_--_------__----------_-__-- 4, 362. 85

U. S. C. & G. S. standard disk designated "I !"_.._________________ 4, 355. 815

Layton, 1.0 mi. SE. of, 25 ft. SW. of crossroads, on top of S. end of

concrete head wall of culvert; chiseled square._ _________________ 4, 330. 49

Kaysville, near NW. limits of, W. of junction of street S.; standard

iron post with bronze cap stamped "29 A 1925"______________ 4, 343. 604

U. S. C. & G. S. B. M. designated "J 1"__________________________ 4, 293. 554

From Kaysville southeast 2.6 miles along U. S. Highway 91, thence north along 

U, S. Highway 89 to Uintah (by A. E. Andrews in 1925)

Kaysville, 0.4 mi. NW. of Davis County High School, 30 ft. S. of 

street intersection, on W. side of highway, on N. end of concrete head 

wall of culvert; chiseled square.__---_-___---_-____--_-_____ ___ 4, 345. 71

Kaysville, 0.9 mi. SE. of high school, in SWX sec. 2, T. 3 N., R. 1 W., 

25 ft. NE. of center line of highway, on top of SE. end of concrete 

head wall of inverted siphon; chiseled square_------------_-_____ 4, 402. 10

Kaysville, 1.6 mi. SE. of, 2.5 mi. NW. of Farmington, in NE% sec. 11, 

T. 3 N., R. 1 W., 150 ft. E. of highway, on W. side of tracks of 

Bamberger Electric R. R. at concrete viaduct over U. S. Highway 

89 to Weber Canyon, on N. side of rd., on S. side of wall, on top of 

wing wall footing, 2 ft. from W. end; standard tablet stamped 

"30 A 1925"...----_---_-----__--_-___---_--_--__----______ 4, 369. 143

Reference mark, 18 ft. N.10°E. of tablet, on footing of wing wall of

concrete viaduct; chiseled square._____________________________ 4, 370. 16

T. 4 N., R. 1 W., NW}4 sec. 25, 40 ft. NW. of junction of rd. SW., 

75 ft. SW. of concrete culvert over ditch, on W. side of highway, in 

pasture, 3 ft. from each fence; standard iron post with bronze cap 

stamped "31 A 1925"_ __ _______- --- 4, 820, 807

Reference mark, 70 ft. N.25°E. of post, on concrete head wall of 

culvert; chiseled square._____________________________________ 4, 827. 43

T. 4 N., R. 1 W., SW% sec. 24, on E. side of highway, on top of S. end

of concrete head wall of culvert; chiseled square.-------------..^ 4, 787. 76

T. 4 N., R. 1 W., near W% cor. sec. 13, 45 ft. SW. of junction of rd. 

W., on W. side of highway, on concrete head gate of irrigation ditch; 

chiseled square.-_________________-_---____-__-___------_____ 4, 823. 82

T. 4 N., R. 1 W., SW% sec. 12, 26 ft. E. of center line of highway at 

summit of grade; standard iron post with bronze cap stamped 

"32 A 1925".____-_------_---_____-_-__----------__---_---- 4, 955. 161

T. 5 N., R. 1 W., SWtf sec. 36, 25 ft. E. of bridge over Davis and 

Weber power and irrigation canal, about 100 ft. S. of junction of rd. 

W., on E. side of highway, in top of N. concrete lining of canal; 

standard tablet stamped "33 A 1925" ______________________ 4, 595. 747

Reference mark, 11 ft. S.80°W. of tablet, on top of N. concrete lining

of canal; chiseled square.-_______-_-____-_-__-__-__-__--_--__- 4, 595. 74

Uintah, 1.0 mi. E., thence 0.5 mi. S. from; in NE% sec. 35, T. 5 N., 

R. 1 W., about 660 ft. SE. of junction of rd. SE., on E. end of concrete culvert; chiseled square_-_----_-_--------_---------_-_--- 4, 534. 07

Uintah, 0.8 mi. E. of, in NEK sec. 26, T. 5 N., R. 1 W., 60 ft. E. of 

junction of T-rd. W., on Union Pacific R. R. right-of-way, 35 ft. S. 

of center line of track; standard iron pest with bronze cap stamped 

"34 A 1925"..__-_.-...---.-_----._----_---.-__.--_-.______ 4, 535. 637
132 SPIRIT LEVELING IN UTAH, 1897-1938

From north boundary of Ogden south and southwest along TT. S. Highway 91 

to Union Pacific Railroad (by A. K. Andrews in 1925)

Ogden, on E. side of Washington Avenue, 92 ft. N. of junction of Feet 

street E., on corner of curb S. of private entrance; chiseled square. _ 4, 294. 49

Ogden, on E. side of Washington Avenue, 210 ft. S. of Twelfth Street 

intersection, on N. side of main entrance to large brick schoolhouse, 

6 in. from edge of concrete platform and 6 in. from wall; standard 

tablet stamped "22 A 1925"_______.___________._ 4, 302. 649

Reference mark, 36 ft. E. of tablet, on curb; chiseled square._______ 4, 298. 96

Ogden, in parking on W. side of Washington Avenue, on E. boundary 

of City Building grounds, in top of iron pipe; copper bolt in copper 

cap______-----___-_________-______-_____.________---_______ 4, 306. 882

Ogden, in SW. angle of intersection of Washington Avenue and street 

W., in NE. corner of grounds of public school, on corner of concrete 

curb; chiseled square____-____________________________________ 4, 327. 86

Ogden, 395 ft. SW. of Washington Avenue, 60 ft. SW. of intersection of 

Thirty-fifth Street, in parking; standard iron post with bronze cap 

stamped "23 A 1925"__..-__._--_-_'_..__ ._ _____. 4, 361. 608

Reference mark, 395 ft. NE. of post, set flush with ground; city monument marked "0. C. S."__________________.____--__ 4, 360. 05

From sec. 9, T. 6 N., R. 1 W., along roads southeast and south to Uintah (by 

A. E. Andrews in 1925)

Ogden, 1.3 mi. N., thence 1.5 mi. E. from post office, on N. side of 

Ogden River; top of bridge over canal to power plant.___________ 4, 404. 78

Ogden, 1.2 mi. N., thence 1.5 mi. E. from, 50 ft. SE. of junction of 

T-rd. N., on concrete head gate of brick flume; chiseled square____ 4, 367. 17

Ogden Canyon, at mouth of, 80 ft. E. of highway bridge over Ogden 

River, 18 ft. S. of junction of rd. NW., 6 ft. E. of telegraph pole; 

standard iron post with bronze cap stamped "19 A 1925"_______ 4, 424. 729

Reference mark, 57 ft. N.80°W. of post, on S. head wall of culvert

over irrigation canal; chiseled square.__________________________ 4, 422. 64

Ogden Canyon, at bridge over Ogden River, 150 ft. E. of sanatorium;

E. end of S. guard rail____________'_._________________________ 4, 420. 96

Ogden, 1.0 mi. N., thence 2.0 mi. E. from, 0.5 mi. S. of river, on N. 

break of S. bluff, 0.2 mi. W. of toe of mountain slope, on NW. concrete footing of power line tower; chiseled square._______________ 4, 706. 68

Ogden, between mouths of Ogden and Taylor Canyons, at SW. corner

of city reservoir, on concrete curb; chiseled square.-.-___________ 4, 731. 55

Ogden, at E. limits of, 0.1 mi. S. of Taylor Canyon, 25 ft. W. of junction of second-class rd., 55 ft. N. of power line tower, 10 ft. W. of 

power line, on 5- by 4-ft. quartzite boulder in place; chiseled square. 4, 762. 97

T. 5 N., R. 1 W., NE% sec. 3, about 650 ft. W. of toe of mountain 

slope, on bench, 150 yd. S. of Waterfall Canyon, under westernmost 

of three power lines, 31 ft. N. of steel tower; standard iron post with 

bronze cap stamped "20 A 1925" __________________________ 4, 780. 748

Reference mark, 31 ft. S.30°W. of post, on NW. concrete footing of 

tower; chiseled square_____________-____--______-.---_--_--- 4, 780. 01

T. 5 N., R. 1 W., SE# sec. 3, 0.2 mi. N. of point where power line 

turns W., 40 ft. W. of westernmost of three power lines, in easternmost of row of six poplar trees; spike_______-_____-____---.-__- 4, 784. 06

T. 5 N., R. 1 W., NWK sec. 15, 20 ft. W. of rd., 6 ft. NW. of telephone 

pole, on 3- by 4-ft. boulder in place; chiseled square--.--------.-- 4, 806. 02
OGDEN QUADRANGLE 133

T. 5 N., R. 1 W., S. of center of sec. 15, 35 ft. SE. of rd. at Birch Creek Feet 

culvert, in top of stone post 1 ft. above ground; top of chain link._ 4, 814. 98

T. 5 N., R. 1 W., near NK cor. sec. 22, SE. of junction of rds. S., NW., 

and E., 52 ft. E. of center line of rd. N., in corner of fence and 3 

ft. from each fence; standard iron post with bronze cap stamped 

"21 A 1925"«__________________________._...._.____._..... 4, 825. 178

Reference mark, 60 ft. N.50°W. of post, on E. end of corrugated iron 

culvert; chiseled square____--________-_-_--___-_-__--__--..____ 4, 819. 58

T. 5 N., R. 1 W., NEK sec. 26, about 1 mi. E. of Uintah, 170 ft. N. 

of Union Pacific R. R. up-grade track, on E. side of rd., on concrete 

head wall of culvert; chiseled square.__________________________ 4, 599. 07

Uintah, in front of Union Pacific R. R. sta., opposite semaphore; top

of S. rail of main-line track.______.__-_-_______.______._-_-___ 4, 499. 4

U. S. C. & G. S. B. M. designated "D"_____.____________________ 4, 497. 465

From point near Kaysville southeast along IT. S. Highway 91 into Fort Douglas 

No. 2 quadrangle (by A. K. Andrews in 1925)

Farmington, 1.7 mi. NW. of Davis County courthouse, on E. side of

highway, in drain, on concrete head wall of culvert; chiseled square. 4, 295. 72

From sec. 11, T. 6 N., R. 1 E., along roads north 1.5 miles, thence east 2.5 miles to 

southwest corner of sec. 32, T. 7 N., R. 2 E., thence south 2 miles, thence west 

2.5 miles to initial point (by A. J. Ogle in 1926)

Eden, 0.5 mi. S., thence 0.5 mi. E. from, near SK cor. sec. 35, T. 7 N., 

R. 1 E., 33 ft. N. of center line of rd., in front of dwelling of A. H. 

Fuller, 2 ft. from fence; standard iron post with bronze cap, not 

stamped.............-.__-_._.__-.-...._.--._......-_.-.-_.. 4, 934. 068

T. 7 N., R. 2 E., near SW. cor. sec. 31, 0.5 mi. S., thence 2.0 mi. E. 

from Eden, 320 ft. E. of junction of private rd. S., on NW. corner 

of concrete head wall of culvert; chiseled square.________________ 4, 942. 41

T. 7 N., R. 2 E., near SW. cor. sec. 32, 0.5 mi. S., thence 3.0 mi. E. 

from Eden, near junction of N.-S. rd., 15 ft. SE. of NW. corner of 

fence, on large rock; chiseled square.___._-____-_-_-_____-____ 5, 036. 62

T. 6 N., R. 2 E., near N. side NEK sec. 7, 0.2 mi. E., thence 1.1 mi. 

N. from Huntsville, near junction of rd. SW., 3 ft. NE. of fence 

post; standard iron post with bronze cap, not stamped. __________ 4, 954. 808

Huntsville, 530 ft. E. of E. limits of, in NEK sec. 18, at junction of 

E.-W. rd., on N. side of rd., on E. side of concrete floor of culvert; 

chiseled square._____-_-____.-___________-__-_--__--____-__-_ 4, 920. 39

Huntsville, in SW. angle of junction of second N.-S. street E. of W. 

boundary, in concrete side wall of irrigation ditch, on boulder; 

chiseled square.___---_--___-_-_-_-__---______--_-_-_____..-__ 4, 921. 96

From point 1.2 miles east of Huntsville east 2 miles along road (by A, J. Ogle 

in 1926; spur line, leveled twice)

Huntsville, 1.3 mi. E. of, in NEK sec. 17, T. 6 N., R. 2 E., in NW. 

angle of crossroads, on SE. concrete abutment of culvert; chiseled 

square..............____....-___....--...._..-__........... 4, 970. 09

Huntsville, 2.5 mi. E. of, near N. side NEK sec. 16, T. 6 N., R. 2 E., 

270 ft. S. of junction of rd. S., in SW. concrete abutment of small 

culvert over irrigation ditch; standard tablet, not stamped-_______ 5, 030. 251

84 In 1935 this benchmark was reset at an elevation 3.780 ft. higher than that originally determined. The 

figures given represent the latest information.
134 SPIRIT LEVELING IN UTAH, 1897-1938

From quarter corner on south side of sec. 35, T. 7 N., B. IE,, northwest along 

roads by way of Eden and Liberty to southeast quarter of sec. 7, T. 7 N., 

B. 1 E. (by A. J. Ogle in 1926)

Eden Store, at junction of street E., on E. concrete head wall of culvert; feet 

chiseled square._____________________________________________ 4, 949. 64

Eden Store, 0.7 mi. NW. of, N. of center of sec. 34, T. 7 N., R. 1 E., 

50 ft. W. of junction of rd. N., on NE. corner of concrete floor of 

culvert; chiseled square______________________________________ 4, 967. 80

Eden, 1.5 mi. NW. of, in SE# sec. 28, T. 7 N., R. 1 E., about 2 mi. 

SE. of Liberty, in N. side of E. concrete abutment of iron bridge 

over North Fork of Ogden River; standard tablet, not stamped,__ 4, 984. 374

Liberty, at junction of E.-W. rd., on S. end of small concrete culvert;

chiseled square___-___________-___-___--__..___._______.____._ 5, 117. 67

Liberty, 0.2 mi. W. of, in NW% sec. 20, T. 7 N., R. 1 E., in SE. angle 

of crossroads, on S. end of concrete floor of small culvert; chiseled 

square_--__--_---_-----__-_--..__---__-_-----..__--_--------_ 5, 109. 00

T. 7 N., R. 1 E., near SE. cor. sec. 7, 1.5 mi. NW. of Liberty, 270 ft. 

N. of junction of rd. NW., in W. side of S. concrete abutment of 

iron bridge over North Fork of Ogden River; standard tablet, not 

stamped__________________________________________________ 5, 203. 213

ORDERVILIJE QUADRANGLE

[Latitude 37°00'-37°30'; longitude 112°30'-113000'] 

KANE AND WASHINGTON COUNTIES

From la Verkin quadrangle generally east along State Highway 15 to Mount 

Carmel Junction, thence northeast along IT. S. Highway 89 into Adams Head 

quadrangle (first-order leveling in 1928 and 1931 by E. E. Harris)««

Springdale, 72 ft. W. of curve in highway at service station, on slope 

of hill, 35 ft. S. and 41 ft. W. from fence line, in red sandstone outcrop; standard tablet stamped "1928 H 21"___________________ 3, 912. 538

Reference mark, 250 ft. S.35°E. of tablet, on E. side of highway, on

concrete head wall of culvert; chiseled square.___-___-_-___ _____ 3, 905. 85

Springdale, 1.0 mi. NE. of, 500 ft. N. of junction of private rd. E., 

300 ft. S. of curve to NE. and 16 ft. W. of center line of highway, 

in center of top of concrete head wall of culvert; chiseled square.__ 3, 930. 74

Springdale, 1.9 mi. NE. of, 0.7 mi. S. of Zion National Park headquarters, on W. side of highway, on NE. corner of top of W. parapet 

wall of concrete bridge; chiseled square_____---____-___-_-_-___ 3, 992. 90

Zion National Park headquarters, 34 ft. NE. of office, 18 ft. W. of 

center line of highway, in square sandstone boulder; standard tablet 

stamped "1928 H 22"._ _ __-..._.___.______-____--__-_--__ 4, 047. 735

Reference mark, 140 ft. S. of tablet, on boulder of masonry culvert;.

chiseled square._._________----______________-____----_------ 4, 040. 40

Zion National Park headquarters, 0.6 mi. E. of, 13 ft. W. of center 

line of highway, 49 ft. S. of N. end of stone guard rail, on sandstone 

boulder; chiseled square._--__--___-_..------------------------ 4, 106. 55

Zion National Park headquarters, 1.3 mi. E. of, 42 ft. E. of center of 

horseshoe bend in highway, 21 ft. N. of S. end of wall, on sandstone 

boulder; chiseled square__-----------^_------------^---------- 4, 296. 17

Zion National Park headquarters, 3.5 mi. E. of, at N. corner of W.

portal of tunnel, at angle in concrete curbing; standard tablet

stamped "1931 H l" r -- 4,835.420

M The U. S. C. & Q. S. in 1934 ran a first-order line of leveling over the same route between Mount 

Carmel Junction and Rockville.
ORDERVILLE QUADRANGLE 135

Reference mark, 36 ft. W. of tablet, on N. side of highway, on boulder Put 

in guard rail;chiseled square.__________________________________ 4, 835. 67

Mount Carmel tunnel, on N. side of highway, in center of top of concrete curbing at second window; standard tablet stamped "1931 

H 2". _-_-_______--___._-.-__-_-_____---___--____---_i____ 4, 871. 345

Mount Carmel tunnel, on N. side of highway, in center of top of concrete curbing at fourth window; standard tablet stamped "1931 

H 3"-._-_-_-----------_--------------------_---._----.-__-- 4,972. 257

Mount Carmel tunnel, on N. side of highway, in center of top of concrete curbing at fifth window; standard tablet stamped "1931 

H 4"___---_-__---__----_-_---------_-----__----__--_-__---_ 5,036.410

Mount Carmel tunnel, 300 ft. E. of E. portal, in center of top of wall 

at angle in concrete guard rail to approach; standard tablet stamped 

"1931 H 5" ------------.---.--------------------..-..---- 5, 123. 612

Reference mark, 80 ft. W. of tablet, on S. side of highway, on concrete

curbing; chiseled square-_-__-_-_________-_--__-__-________-__ 5,117.19

Mount Carmel tunnel, 1.0 mi. E. of, 24 ft. N. of center line of highway, 

just W. of draw, on large sandstone boulder; chiseled square..---- 5, 253. 44

Mount Carmel tunnel, 2.1 mi. E. of, at base of cliff, 12 ft. W. of center 

line of highway, in center of top of stone head wall of culvert; 

chiseled square _____________________________________________ 5, 298. 51

Mount Carmel tunnel, 3.0 mi. E. of, 250 ft. E. of cut, 21 ft. S. of center 

line of highway, in prominent ledge; standard tablet stamped 

"1931 H 6".. -------------------------------------------- 5,424. 041

Reference mark, 107 ft. N.45°W. of tablet, on sandstone ledge;

chiseled square.-_-___-___.._______-_-_________.____-_---_--_- 5, 423. 97

Mount Carmel tunnel, 3.8 mi. E. of, 15 ft. NW. of center line of highway, in center of top of concrete head wall of culvert; chiseled 

square_.____________-_____--___---____---_____-__.--_.__--- 5, 498. 41

Mount Carmel tunnel, 5.2 mi. E. of, at concrete bridge over Co-op 

Creek, on base of parapet wall at NE. corner of bridge; chiseled 

square__-_-____---_________-__________--____--____---__--__ 5, 658. 81

Mount Carmel tunnel, 6.2 mi. E. of, 490 ft. E. of E. boundary of Zion 

National Park, 1,500 ft. E. of traffic checking station, on N. side 

of highway, in center of top of concrete head wall of culvert; standard tablet stamped "1931 H 7"._...._....___....._.__-_. . 5, 818. 738

Mount Carmel tunnel, 7.0 mi. E. of, 2.5 mi. W. of Chamberlain service station, on S. side of highway, in top of second of three cedar 

posts of guard rail; copper nail and washer.____________________ 5, 886. 57

Chamberlain service station, 1.7 mi. W. of, 21 ft. E. of junction of 

dirt rd. N., 18 ft. N. of center line of highway, in center of top of 

concrete head wall of culvert; chiseled square..__-__._._____--__ 5, 996. 43

Chamberlain service station, 0.7 mi. W. of, on S. side of highway, in

center of top of concrete head wall of culvert; chiseled square..--. 5, 999. 56

Chamberlain service station, 300 ft. W. of, on N. side of highway, in 

center of top of concrete head wall of culvert; standard tablet 

stamped "1931 H 8"_-__._-__--__-______-___._______-______ 6, 067. 721

Reference mark, 406 ft. E. of tablet, on N. side of highway, in center 

of top of concrete head wall of culvert; chiseled square__--_-__--. 6, 073. 47

Chamberlain service station, 0.7 mi. E. of, 29 ft. S. of center line of

highway at curve, on prominent boulder; chiseled square-_-__.-__ 6, 067. 31

Chamberlain service station, 1.5 mi. E. of, 550 ft. E. of drain, just 

W. of summit of grade, 17 ft. S. of center line of highway, in center 

of top of concrete head wall of culvert; chiseled square.---------. 6, 023. 19
136 SPIRIT LEVELING IN UTAH, 1897-1938

Chamberlain service station, 2.2 mi. E. of, on N. side of highway, in

center of top of concrete head wall of culvert; chiseled square. ____ 6, 000. 46

Chamberlain service station, 3.2 mi. E. of, 6.7 mi. W. of Mount 

Carmel Junction, 25 ft. W. of center line of highway at summit of 

grade, in concrete post; standard tablet stamped "1931 H 9"____ 6, 147. 301

Reference mark, 420 ft. N. of tablet, in center of top of W. concrete

head wall of culvert; chiseled square--_------_-------____---__. 6, 131. 49

Mount Carmel Junction, 6.0 mi. W. of, 16 ft. S. of center line of highway at curve, in center of top of concrete head wall of culvert; 

chiseled square.____________.__--____-_-__-__-_.-____________ 6, 001. 36

Mount Carmel Junction, 5.4 mi. W. of, 290 ft. W. of junction of T-rd. 

N., 15 ft. S. of center line of highway, in center of top of concrete 

head wall of culvert; chiseled square.__________________________ 5, 853. 36

Mount Carmel Junction, 4.2 mi. W. of, 1.2 mi. E. of junction of T-rd. 

N., 14 ft. S. of center line of highway, in center of concrete head 

wall of culvert; standard tablet stamped "1931 H 10"____..____ 5, 679. 592

Mount Carmel Junction, 3.3 mi. W. of, 15 ft. SW. of center line of 

highway, in center of top of concrete head wall of culvert; chiseled 

square______________________________________________________ 5, 674. 77

Mount Carmel Junction, 2.3 mi. W. of, 11 ft. S. of center line of highway, in top of cedar post of guard rail; copper nail and washer____ 5, 587. 88

Mount Carmel Junction, 1.2 mi. W. of, 19 ft. S. of center line of highway at curve, in center of top of concrete head wall of culvert; 

chiseled square._____________________________________________ 5, 494. 16

Mount Carmel Junction, at W. end of large triangle formed by junction of U. S. Highway 89 and State Highway 15, 21 ft. N. and 22 ft. 

S. from highways, 3 ft. W. of rd. sign, in concrete post; standard 

tablet stamped "1931 H 11"_.___._.____.._.______.._________ 5, 196. 860

Mount Carmel, 1.3 mi. S. of, 15 ft. E. of center line of highway, in S. 

end of top of guard rail of bridge over draw; copper nail and washer__ 5, 244. 21

Mount Carmel, 26 ft. NW. of Tom's service station, 30 ft. SE. of 

center line of highway, in center near S. end of concrete base of 

gasoline pumps; standard tablet stamped "1931 H 12".________ 5, 314. 632

Reference mark, 280 ft. N.15°E. of tablet, in root on N. side of 30-in.

cottonwood tree; copper nail and washer.______________________ 5, 314. 68

Mount Carmel, 0.8 mi. NE. of, 16 ft. NW. of center line of highway

at curve, on sandstone boulder; chiseled square _________________ 5, 366. 46

Mount Carmel, 1.8 mi. NE. of, 0.7 mi. SW. of Chamberlain store in 

Orderville, 140 ft. E. of junction of ranch rd. W., 31 ft. SE. of 

center line of highway, between ditch and fence line, in knot on W. 

side of large cottonwood tree; copper nail and washer.___________ 5, 457. 39

Orderville, 34 ft. W. of center line of highway at Chamberlain store, 

12 ft. E. of wall, 15 ft. S. of N. end of concrete step; standard tablet 

stamped "1931 H 13"_._____________________________________ 5, 460. 261

Orderville, 0.9 mi. NE. of, 54 ft. E. of junction of rd. N., 18 ft. N. of 

center line of highway, on large conglomerate boulder; chiseled 

square.___________________________-_-____--__----_-----_--- 5, 518. 35

Orderville, 1.9 mi. NE. of, 2.2 mi. SW. of Glendale, 34 ft. S. of flume,

14 ft. W. of center line of highway, on lava boulder; chiseled square. _ 5, 583. 74

Glendale, 1.2 mi. SW. of post office, 250 ft. N. of dwelling at curve in 

highway, 17 ft. W. of center line of highway, on drain pipe; chiseled 

.square..... _________--_ :- __--__ ~ 5, 672, 40

Glendale, near S. end of town, 18 ft. W. of center line of highway 

just N. of curve, on drain pipe; chiseled square^._______________ 5, 725. 83
ORDEBVILLE QUADRANGLE 137

Glendale, 1,500 ft. NE. of post office, in front of Smith Hotel, 41 ft. 

W. of center line of highway, 5 ft. S. of concrete walk leading to 

hotel, 2 ft. W. of fence line, in concrete post; standard tablet stamped Feei 

"1931 H 14"__-.__.--..--.-.----.----------_-------------- 5,823.673

Reference mark, 135 ft. S. of tablet, set in stone buried flush with

highway; U. S. Bureau of Public Roads tablet stamped "5858.56".- 5, 820. 156

Glendale, 0.9 mi. N. of N. limits of, 18 ft. NE. of center line of highway, 130 ft. S. of bridge, on concrete head wall of culvert; chiseled 

square.-__-_-..-_.----_----_._.----..------------.----.-.-.- 5, 852. 60

Glendale, 2.0 mi. NE. of, 41 ft. N. of center line of highway, in angle 

between two rds. leading to Hidden Lake, in concrete post; standard 

tablet stamped "1931 H 15"..__-------..--....-.--...-..... 6,013.069

Reference mark, 320 ft. W. of tablet, in center of top of N. concrete

head wall of culvert; chiseled square.__________________________ 5, 993. 32

Glendale, 3.1 mi. NE. of, 15 ft. W. of center line of highway, in center

of top of head wall of concrete culvert; chiseled square--.-______ 6, 091. 37

Glendale, 4.0 mi. NE. of, 19 ft. E. of center line of highway in center

of top of concrete head wall of culvert; chiseled square..--------- 6, 199. 10

Glendale, 4.5 mi. NE. of, on NW. side of concrete bridge over creek,

33 ft. from NW. end of bridge; chiseled square......_......__.._ 6, 26-8. 78

Glendale, 5.2 mi. NE. of, 9 ft. NW. of center line of highway, 150 ft. 

N. of lone pine tree, in center of top of concrete head wall of culvert; 

standard tablet stamped "1931 H 16"-.-------------------.-- 6,371.483

Glendale, 6.2 mi. NE. of, 17 ft. E. of center line of highway, in center

of top of concrete head wall of culvert; chiseled square.-.-------- 6, 541. 80

Glendale, 7.1 mi. NE. of, at N; end of Black Canyon, just N. of 

junction of rd. E., 14 ft. E. of center line of highway, in center of 

top of concrete head Avail of culvert; chiseled square.______.___.__. 6, 737. 65

Glendale, 7.9 mi. NE. of, 230 ft. N. of junction of farm rd. E., 11 ft. 

W. of center line of highway at summit of grade, in center of top of 

concrete head wall of culvert; standard tablet stamped "1931 

H 17"._------.------_--_------------------------------.-.- 6,857. 253

Reference mark, 229 ft. S. of tablet, in center of top of concrete head

Avail of culvert; chiseled square...--_---__-__-_____-_-_.____--_ 6, 855. 59

Glendale, 9.0 mi. NE. of, 60 ft. N. of junction of rd. E. to hatchery, 

^3 ft. E. of center line of highway, in center of top of concrete head 

Avail of culvert; chiseled square.__________.!____________________ 6, 904. 93

Glendale, 9.7 rni. NE. of, in.angle formed by junction of rd. to Alton, 

22 ft. E. of center line of highway, 14 ft. N. of ditch, at edge of 

brush, in concrete post; standard tablet stamped "1931 H 18".. 6, 948. 162

Reference mark, 34 ft. S.60°W. of tablet, in center of top of concrete 

head Avail of culvert; chiseled square-_----_----_--------..____ 6, 946. 94

Glendale, 11.0 ml. NE. of, 3.7 mi. SW. of Long Valley Junction, 0.9 

mi. N. of sawmill, on concrete wing wall at SE. corner of bridge 

over small creek; chiseled square._____________________________' 7, 051. 20

Long Valley Junction, 2.7 mi. SW. of, 11 ft. N. of junction of private 

rd. E., 44 ft. E. of center line of highway at summit of grade, 2 ft. E. 

of fence line, in concrete post; standard tablet stamped "1931 

H 19"__-_.------_------_-___-------_---___----__-_--____-_ 7, 145. 481

Reference mark, 172 ft. N. of tablet, on E. concrete head wall of 

culvert; chiseled square._____________________________________ 7, 148. 66

Long Valley Junction, 1.8 mi. SW. of, 1,400 ft. S. of junction of rd. to 

Alton, 9 ft. W. of center line of highway, on top of S. end of concrete 

head wall of culvert; chiseled square.___________________________ 7, 177. 03
138 SPIRIT LEVELING IN UTAH, 1897-1938

Long Valley Junction, 1.0 mi. SW. of, 13 ft. W. of center line of highway, on top of S. end of concrete head wall of culvert; chiseled Feet 

square._---._-_----.____________-________________.-______-__ 7, 261. 45

Long Valley Junction, S. of summit of grade, 31 ft. E. of State Highway 

14, 37 ft. W. of U. S. Highway 89, in concrete post; standard tablet 

stamped "1931 H 20" 66 _.._____._......_.____..._.._.____._ 7,463.499

Reference mark, 138 ft. S. of tablet, in center of concrete head wall of 

culvert; chiseled square.______________________________________ 7, 458. 08

Long Valley Junction, 0.6 mi. NE. of, 17 ft. E. of center line and 4 ft. 

below level of highway at jog, at angle in top of concrete head wall 

of culvert; chiseled square__-----_--------____________________ 7, 336. 53

Long Valley Junction, 1.4 mi. NE. of, 12 ft. E. of center line of highway,

on top of E. end of concrete head wall of culvert; chiseled square. _ _. 7, 296. 21

From Zion National Park headquarters on State Highway 15 at point 2.6 miles 

northeast of Springdale northeast along road 4.7 miles to Weeping Rock, 

thence along winding trail to Observation Point (by E. £. Harris in 1928; 

leveled twice)

Zion National Park headquarters, 0.8 mi. NE. of, 2.0 mi. SW. of Zion 

Lodge, 18 ft. W. of center line of highway, on top of large masonry 

culvert; chiseled square._______-_-_-______________ ___________ 4, 111. 91

Zion Lodge, 1.5 mi. SW. of, at curve NW. in highway, on top of E.

end of N. concrete retaining wall of small bridge; chiseled square.- 4, 202. 54 

Zion Lodge, 0.9 mi. SW. of, on E. side of highway near small clearing, 

on top of S. end of large red sandstone boulder of culvert; chiseled 

square ....,..-.....-.....-.....'..............^ ..__________. 4, 247. 90

Zion Lodge, on S. side of center entrance to building, at base of porch 

column support, in stone of floor; standard tablet stamped "1938 

H 23"_._--_------------_---_-----------_----------__-_____ 4,276.396

Reference mark, 110 ft. N. of tablet, on boulder of stone culvert;

chiseled square.---------___-_-_-_-._-_____-.__________-_____ 4, 274. 72

Zion Lodge, 0.6 mi. NE. of, at information office, 20 ft. W. of center 

line of highway, 32 ft. S. of SE. corner of building, on N. side of 

private walk, in concrete post; standard tablet stamped "1928 

H 24"._--------------_--_------------___-____-____--._____ 4,297.527

Zion Lodge, 1.4 mi. NE. of, 14 ft. E. of center linp of highway, in

center of masonry culvert; chiseled square______________________ 4, 354. 65

Zion Lodge, 1.9 mi. NE. of, 16 ft. 'NW. of center of angle in highway 

at foot of Observation Trail, in W. end of N. stone abutment of 

bridge over stream; standard tablet stamped "1928 H 25":____. 4,359.739

Reference mark, 68 ft. S.60°W. of tablet, in root on S. side of 36-

in. cottonwood tree; copper nail and washer.___________________ 4, 361. 11

Zion Lodge, 2.4 mi. NE. of, on E. side of trail at point of switchback,

on ledge at base of sandstone cliff; chiseled square.-____________ 4, 776. 65

Zion Lodge, 2.9 mi. NE. of, on E. side of trail, 100 ft. S. of point of canyon, on ledge at base of cliff; chiseled square.-_____.._____-_--_-_ 5, 199. 15

Zion Lodge, 3.3 mi. NE. of, on S. side of trail, at SW. corner of footbridge, on sandstone boulder; chiseled square---.--.------------ 5, 283. 57

Zion Lodge, 3.8 mi. NE. of, 60 ft. N. of sharp turn in trail, on W.

side of trail at base of cliff, on small sandstone ledge; standard

tablet stamped "1928 H 26"..- -------------------------- 5,655.789

M In 1933 this benchmark was reported destroyed.
ORDERVILLE QUADRANGLE 139

Zion Lodge, 4.5 mi. NE. of, on N. side of trail at point of switchback, Feet

on ledge at base of cliff; chiseled square._______________________ 6, 225. 23

Zion Lodge, 5.5 mi. NE. of, on Observation Point, in limestone ledge;

standard tablet stamped "1928 H 27"_._...__..__.._...___.._ 6,506.883 

Observation triangulation sta., 0.2 mi. N. of Observation Point, 5.7

mi. NE. of Zion Lodge, in sandstone rock flush with ground;

standard tablet stamped "OBSERVATION" _ ___-_____.____.-__ 6, 707. 710 

Reference mark, 29 ft. NW. of tablet, cemented in limestone ledge;

standard reference tablet stamped "OBSERVATION".......... 6, 707. 404

From point 2.6 milea south of Long Valley Junction on U. S. Highway 89 north 

to long Valley Junction, thence west and northwest along State Highway 14 

into Parowan quadrangle (by V. S. Seward in 1936)

Long Valley Junction, 1.7 mi. S. of, 11.0 mi. NE. of Hidden Lake, 

600 ft. S. of junction of rd. to Alton, on W. side of highway, in 

center of top of concrete head wall of culvert; U. S. Bureau of 

Public Roads tablet stamped "No 22 7214.83" ______________ 7, 178. 141

Long Valley Junction, 1.0 mi. S. of, 300 ft. S. of highway guard 

rail, on W. side of highway, in center of top of concrete head wall 

of culvert; U. S. Bureau of Public Roads tablet stamped "No 

18 7318.35"---------------------.---.--------------....... 7, 281. 468

Long Valley Junction, 150 ft. S. of junction of U. S. Highway 89 

and State Highway 14, S. of summit of grade, 300 ft. S. of three 

Standard Oil Company storage tanks, 250 ft. SW. of service station, 110 ft. W. of store, 60 ft. NW. of Utah State Road Commission building, 40 ft. E. of U. S. Highway 89, in concrete post; 

standard tablet stamped "VS 1 1936 7464"._...._._..__._.... 7, 463. 541

Reference mark, 135 ft. W. of tablet, on W. side of highway, in 

culvert; U. S. Bureau of Public Roads tablet stamped "No 14 

7491.32"__-___--------------------._._.---________..-.-_-__ 7, 454. 235

Long Valley Junction, 1.0 mi. W. of, on ridge extending SE., 50 ft. 

SE. of highway at sharp curve at summit of grade, on rock outcrop; chiseled square.------.-.._______________________________ 7, 644. 23

Long Valley Junction, 2.1 mi. W. of, 500 ft. SW. of E. end of gravel 

hill, 50 ft. S. of highway, 50 ft. W. of S. end of culvert, 10 ft. E. 

of wild currant bushes, 3 ft. S. of rock cairn, in concrete post; 

. standard tablet stamped "VS 2 1936 7849"_._.._..._.._....._. 7,848.522

Reference mark, 70 ft. W. of tablet, on buried rock; chiseled square.. 7, 847. 87

Long Valley Junction, 2.9 mi. W. of, 60 ft. SE. of rd., 250 ft. NE. 

of culvert, in root of easternmost of two large pine trees; copper 

nail and washer. __.j________-____ _ ____ ______________________ 7, 776. 23

Long Valley Junction, 4.1 mi. W. of, 500 ft. E. of junction of rd. S., 

200 ft. SE. of highway, 300 ft. E. of highway curve sign, 50 ft. 

N. of woods, at W. edge of clearing, 2 ft. W. of cairn, in buried 

sandstone boulder; standard tablet stamped "VS 3 1936 7830"._ 7, 829. 375

Reference mark, 150 ft. SE. of tablet, in root of 18-in. pine tree;

copper nail and washer.-_-----___-____________________.______ 7, 832. 90

Long Valley Junction, 5.3 mi. W. of, 0.5 mi. W. of Harris Flat ranger 

sta., 400 ft. N. of fork of Valley Stream, 40 ft. N. of highway, 3 

ft. E. of cairn, on E. edge of isolated limestone ledge; chiseled 

square.-----------------------_----------_---------------__ 7, 773. 67
140 SPIRIT LEVELING IF UTAH, 1897-1938

PANACA QUADRANGLE 67

[Latitude 37°30'-38°00'; longitude 114°00'-114°30'] 

WASHINGTON AND IRON COUNTIES

From Nevada-Utah State line southeast along Rose Valley (Nev.)-Modena 

(Utah) road into Modena quadrangle (by D. S. Birkett in 1915)

Big Summit, Nev., 5.7 mi. SE. of, 9.7'mi. NW. of Modena, 0.5 mi.

NW. of junction of Fay and Rose Valley rds., 5 ft. N. of rd., on feet 

boulder; highest point____- -__-_-_-____.-_-___--____-__-_-____ 5, 949. 03

Modena, 9.2 mi: NW. of, 500 ft. N. of junction of Fay and Rose 

Valley rds., 200 ft. W. of Fay rd., 100 ft. E. of Rose Valley rd., 

in boulder 3 ft. long; standard tablet stamped "5936 1915 17".. 5, 935. 450

PAROWAN QUADRANGLE

[Latitude 37°30'-38°00'; longitude 112°30'-113°00'] 

GARFIELD, IRON. AND KANE COUNTIES

From Adams Head quadrangle west and southwest along State Highway 20 

and U. S. Highway 91 into Cedar City quadrangle (first-order leveling by 

E. E. Harris in 1931) 68

Orton, 6.4 mi. W. of, 30 ft. N. of center line of highway, 20 ft. ME.

of rd. sign at boulder measuring about 10 ft. in a]l dimensions, in

large boulder 4 ft. above ground; standard tablet stamped "1931

H 50"._-_---..---_-___--._._._..._._..----.---.-___.__..._. 6,963. 132 

Orton, 8.4 mi. SW. of, 21 ft. N. of center line and 130 ft. W. of turn

in highway from S. to W., in root on E. side of lone cedar tree;

copper nail and washer.-_--__--___-_--_---_-_____-__________. 7, 135. 90

Orton, 9.3 mi. SW. of, 27 ft. NW. of center line and 850 ft. SW. of

curve in highway, in boulder; standard tablet stamped "1931

H 51"...-...-.-..--.-....I................................ 7,237.269

Orton, 10.2 mi. SW. of, 15 ft. W. of center line of highway, 69 ft.

N. of corner of fence, on boulder; chiseled square..--------- -.___ 7, 211. 12

Orton, 11.2 mi. SW. of, 18 ft. N. of center line of highway, 20 ft. E. of

drain, 3 ft. S. of rd. sign, on boulder flush with ground; chiseled

square______________________________________________________ 7, 208. 85

Orton, 12.2 mi. SW. of, 0.4 mi. S. of Dixie National Forest boundary

sign, 8 ft. S. of curve in highway, in large conglomerate boulder;

standard tablet stamped "1931 H 52"__.___._______"._.______ 7,245.957

Reference mark; top of iron post with General Land Office cap stamped

"T. 33 S., R. 6 W., sees. 5, 6, 7, and 8 1920"_.________......___ 7, 275. 704

Orton, 13.2 mi. SW. of, 14 ft. S. of center line of highway, on boulder;

chiseled square.__:________________________________'__________ 7, 388. 84

Orton, 14.2 mi. SW. of, 15.0 mi. NE. of Paragonah High School, 25 ft.

N. of curve in highway, 25 ft. W. of drain, on boulder; chiseled

square._____.___._-___'______________________________________ 7, 542. 09

Paragonah, 13.6 mi. NE. of, 27 ft. NW. of center line of highway at

summit of grade, in boulder; standard tablet stamped "1931 H 53". 7, 666. 369 

Reference mark, 93 ft. N. of tablet, on boulder; chiseled square.___. 7, 660. 87 

Paragonah, 12.6 mi. NE. of, 7 ft. N. of center line of highway near

summit of grade, on small rock outcrop; chiseled square..-------- 7, 734. 43

Paragonah, 11.4 mi. NE. of, 10 ft. SW. of center line of highway, at

point where rd. leaves fence line, on rock outcrop; chiseled square_. 7, 802. 73

w A narrow strip of territory along its east boundary comprises the Utah portion of this quadrangle.

48 An excessive adjustment occurs between Orton and Parowan.
PARC WAN QUADRANGLE 141

Paragoriah, 10.5 mi. NE. of, 30 ft. W. of center line of highway on

summit, 20 ft. SW. of rd. sign, in rock outcrop; standard tablet feet 

stamped "1931 H 54"_____._._..._._.._.____.___...________ 8,121.326

Reference mark, 74 ft. N. of tablet, on rock outcrop; chiseled square. _ 8, 117. 90

Paragonah, 9.8 mi. NE. of, 11 ft. W. of center line of highway, on rock

ledge; chiseled square__----_--------------------_--_--------- 7, 920. 87

Paragonah, 8.5 mi. NE. of, 14 ft. W. of center line of highway, on N. 

side of junction of old rd., on rock outcrop; chiseled square.------ 7, 507. 13

Paragonah, 7.8 mi. NE. of, on bank on N. side of curve, 450 ft. E. of 

rd. S. to Horse Valley, on prominent boulder 3 ft. above level of 

highway; chiseled square. _______--_-.-_-_--_______-_-_-_-___- 7, 321. 35

Paragonah, 6.4 mi. NE. of, 12 ft. N. of center line of highway, in large

black boulder; standard tablet stamped "1931 H 55"........... 7, 119. 635

Paragonah, 5.4 mi. NE. of, 10 ft. N. of center line of highway, 840 ft. 

E. of Dixie National Forest boundary sign, on rock outcrop; chiseled 

square____-_--__-_-___--_-_--_-----_________--__---___-___- 6, 933. 78

Paragonah, 5.0 mi. NE. of, 8 ft. S. of curve in highway, 1,300 ft. W. 

of Dixie National Forest boundary sign, on square boulder; chiseled 

square.____--_____-___.___.___----___-____-___._.__...._.__ 6, 847. 82

Paragonah, 4.4 mi. NE. of, 7 ft. N. of center line of highway, on rock

outcrop; chiseled square._____________________________________ 6, 644. 78

Paragonah, 3.6 mi. NE. of, 14 ft. NW. of curve in highway, on base of

cliff; chiseled square.________._.-_-_._________.___.______.___ 6,'398. 09

Paragonah, 3.2 mi. NE. of, 2,400 ft. W. of small wooden bridge, in 

boulder; standard tablet stamped "1931 H 56"________________ 6, 240. 922

Paragonah, 2.4 mi. NE. of, at entrance to canyon, 29 ft. N. of center 

line of highway, on large conglomerate boulder; chiseled square-- 5, 994. 58

Paragonah, 1.4 mi. NE. of; top of iron post with General Land Office

cap stamped "T. 32 S., R. 8 W., sees. 27, 28, 33, and 34 1910". __ 5, 882. 088

Paragonah, 0.8 mi. NE. of, 29 ft. N. of center line of highway, 25 ft.

E. of junction of T-rd. S., on buried boulder; chiseled square.--.- 5, 858. 32

Paragonah High School, 8 ft. W. of front entrance, in step; standard

tablet stamped "1931 H 57"_______-______.______.__________ 5,897.245

Paragonah, 0.6 mi. SW. of, 9 ft. W. of center line of highway, at angle

on top'Of concrete head wall of culvert; chiseled square.--------- 5, 880. 39

Paragonah, 1.2 mi: SW. of, 35 ft. E. of center line of highway at curve 

to SW., 220 ft. N. of junction of rd. S., on large boulder'just E. of 

much larger boulder; chiseled square.------..-.________________ 5, 832. 27

Paragonah, 1.9 mi. SW. of, 9 ft. W. of center line of highway at 

summit of grade, at telephone pole 10162, in center of top of concrete head wall of culvert; chiseled square._____________________ 5, 889. 22

Paragonah, 2.8 mi. SW. of, 1.9 mi. NE. of Parowan High School, 43 ft. 

W. of center line of highway, 10 ft. S. of angle pole in telephone line 

crossing highway, in concrete post; standard tablet stamped 

"1931 H 58"-------___._________________:_________________ 5,872.626

Reference mark, 180 ft. N.30°E. of tablet, on S. end of W. concrete

head wall'of culvert; chiseled square.-..._----______________.__ 5, 873. 56

Parowan High School, 7.5 ft. N. of center of front entrance, 1 ft. from 

wall of building, in W. end of lower stone step; standard tablet 

stamped "1931 H 59" (recovered by U. S. C. & G. S. in 1934) __ 5, 990. 359

Reference mark, 165 ft. N. of tablet, on W. side of concrete walk over 

ditch; chiseled square._______________________________________ 5, 986. 12

127289 40 10
142 SPIRIT LEVELING IF UTAH, 1897-1938

Parowan, near S. limits of, 0.5 mi. S. of high school, in top of SE.

concrete abutment of bridge over creek; standard tablet stamped Feet 

"1931 H 60" (recovered by U. S. C. & G. S. in 1934).__________ 6, 041. 700

Reference mark, 97 ft. N. of tablet, in center of top of W. concrete 

head wall of culvert; chiseled square. ___-__-______-_._.__._^___ 6, 038. 64

Parowan, 1.6 mi. SW. of, 14 ft. NW. of center line of highway, in 

center of top of concrete head wall of culvert; chiseled square._.__ 5, 913. 20

Parowan, 2.5 mi. SW. of, 16 ft. NW. of center line of highway, 95 ft. 

E. of lone cedar tree, on concrete head wall of culvert; chiseled 

square.___------------------------------_----------________ 5, 860. 20

Parowan, 3.2 mi. SW. of, 3.8 mi. NE. of Summit post office, 13 ft. 

NW. of center line of highway, in drain, in center of top of concrete 

head wall of culvert; chiseled square___________________________ 5, 841. 68

Summit post office, 2.8 mi. NE. of, 34 ft. NW. of center line of highway at curve at summit of grade, 8 ft. S. of pole at angle in telephone line, in concrete post; standard tablet stamped "1931 H 61". 5, 933. 043

Reference mark, 345 ft. S.20°W. of tablet, in center of top of concrete 

head wall of culvert; chiseled square.__________________________ 5, 933. 82

Summit, 2.0 mi. NE. of, 15 ft. W. of center line of highway at telephone pole 10438, in center of top of concrete head wall of culvert; 

chiseled square_---_----_------------__---_---__-__________ 5, 942. 84

Summit, 1.4 mi. NE. of, 15 ft. NW. of center line of highway, in center

of top of concrete head wall of culvert; chiseled square___---_____ 5, 961. 02

Summit, 0.3 mi. NE. of post office, near E. limits of, 13 ft. N. of center 

line of highway at curve, in center of top of concrete head wall of 

large culvert; chiseled square__ _______________________________ 6, 023. 72

Summit, 0.4 mi. W. of, 53 ft. NW. of center line of highway, 150 ft. 

W. of rd. fork, 10 ft. N. of pole at angle in telephone line, in concrete post; standard tablet stamped "1931 H62"______________ 5, 946. 209

Reference mark, 475 ft. S.30° W. of tablet, in center of top of concrete

head wall of culvert; chiseled square__________________________. 5, 945. 60

Summit, 1.1 mi. SW. of, 15 ft. NW. of center line of highway, 25 ft. 

SW. of junction of dirt rd. N., in center of top of'concrete head wall 

of culvert; chiseled square..._________________________________ 5, 902. 53

Summit, 1.7 mi. SW. of, 12 ft. NW. of center line of highway, in center

of base of concrete parapet wall of bridge over drain; chiseled square. 5, 894. 30 

Summit, 2.5 mi. SW. of, 15 ft. NW. of center line of highway, in center

of top of concrete head wall of culvert; chiseled square__-----__-_ 5, 895. 49

Summit, 3.1 mi. SW. of, 17 ft. NW. of center line of highway at telephone pole 10660, in center of top of concrete head wall of culvert;

chiseled square.._ --_-------___----___-_-____________________ 5, 842. 08

Summit, 3.4 mi. SW. of, 8.4 mi. NE. of Union Pacific R. R. sta. at 

Cedar City, 68 ft. NW. of center line of highway, 26 ft. SE. of lone 

cedar tree, in large flat boulder; standard tablet stamped "1931 

H 63"_.---------------------------------------------------- 5,808.614

From Orderville quadrangle northwest 20 miles along State Highway 14, thence 

north along State Highways 55 and 143 to Parowan (by V. S. Seward in 1936)

Long Valley Junction, 6.3 mi. NW. of, 28.0 ft. E. of bridge over Swains 

Creek, 130 ft. NE. of junction of rd. S., 50 ft. W. of highway, 5 ft.

NW. of cairn, in limestone boulder in place; standard tablet stamped

"VS 4 1936 7645"_-__---___-_--______________---___--____ 7, 644. 612
PAKOWAN QUADKANGLE 143

Reference mark, 230 ft. NE. of tablet, in root 10 ft. W. of base of Feet 

spruce tree 100 ft. high; copper nail and washer._____________1_. 7, 645. 40

Long Valley Junction, 7.5 mi. NW. of, 6.8 mi. 'SE. of Duck Creek 

ranger sta., 800 ft. W. of summit of steep grade and curve, 60 ft. 

NE. of highway and culvert, in root of 24-in. pine tree; copper nail 

and washer.________________________________________________ 7, 961. 96

Duck Creek ranger sta., 5.7 mi. SE. of, 0.7 mi. E. of Strawberry Creek, 

600 ft. E. of E. edge of clearing, at summit of divide, 50 ft. S. of 

highway and culvert, 5 ft. W. of cairn, in concrete post; standard 

tablet stamped "VS 5 1936 8138"_..-.__-._._-._.._._...._.-. 8, 137. 476

Reference mark, 100 ft. NE. of tablet, in root of 24-in. pine tree;

copper nail and washer.______________________________________ 8, 474. 47

Duck Creek ranger s.ta., 0.7 mi. E. of, 600 ft. NE. of Civilian Conservation Corps camp, 150 ft. NE. of culvert, 150 ft. S. of Duck Creek, 

100 ft. W. of highway, 5 ft. E. of cairn, on lava outcrop; chiseled 

square______..___________________-__-_______.._.__-__-- 8, 512. 63

Duck Creek ranger sta., 125 ft. E. of SE. corner of S. building, 90 ft. 

NW. of rd. fork, 25 ft. NW. of NW. corner of cattle guard, 5 ft. S. 

of cairn,, in lava outcrop; standard tablet stamped "VS 8 1936 

8556"-.._-------_------__----_---___-------_--------.------ 8,555. 150

Reference mark, 125 ft. S. of tablet, on sunken lava boulder; chiseled 

square_--_--__---___---.__---__--------_-_:___---___-_----- 8, 559. 20

Duck Creek ranger sta., 1.2 mi. W. of, at summit of divide, near N. 

edge of clearing, 50 ft. N. of highway, 3 ft. N. of small stream, 3 ft. 

S. of cairn, on large boulder; chiseled square--__-_________---___ 8, 816. 85

Duck Creek ranger sta., 2.3 mi. W. of, 1.5 mi. E. of Navajo Lake, 

0.5 mi. W. of clearing and junction of rd. S., at summit of steep 

grade, 70 ft. SE. of highway hill sign, .100 ft. S. of lava mass, 40 ft. 

S. of highway, 5 ft. N. of cairn, in limestone outcrop; standard tablet 

stamped "VS 9 1936 9047"___-_..-__ --___.___________-__-_ 9, 046. 929

Reference mark, 100 ft. E. of tablet, in root of 18-in. pine tree; copper 

nail and washer._____________________-______________._ ______. 8, 139. 41

Duck Creek ranger sta., 4.8 mi. E. of, 0.3 mi. W. of Strawberry Creek, 

600 ft. E. of W. edge of clearing, 30 ft. N. of highway, in root of 

36-in. pine tree; copper nail and washer__-__'.__________________ 8, 132. 59

Duck Creek ranger sta., 3.5 mi. E. of, 100 ft. N. of junction of rd. 

NE. at sign reading "Sawmill 5 mi.; Mammoth Creek 10 mi.," on 

W. side of divide, 4 ft. W. of cairn, in limestone outcrop; standard 

tablet stamped "VS 6 1936 8470"__.______.____...__......_.. 8,^470. 052

Reference mark, 100 ft. E. of tablet, in root of 30-in. pine tree; copper

nail and washer.____________________________________________ 8, 473. 35

Duck Creek ranger sta., 2.4 mi. E. of, 250 ft. SW. of S. end of small 

lake, 70 ft. S. of irrigation ditch, 60 ft. N. of highway, on W. side 

of sharp curve, 15 ft. W. of 24-in. pine tree, 4 ft. E. .of cairn, on 

limestone outcrop; chiseled square-----_---_-______________--__ 8, 409. 23

Duck Creek ranger sta., 1.3 mi. E. of, 1,850 ft. W. of junction of rd. N. 

to Aspen Mirror Lake, 70 ft. S. of highway and culvert, 4 ft. N. of 

cairn, in limestone outcrop; standard tablet stamped "VS 7 1936 

8481"-.__..._.__--_.---_____-_----__---.________________-_- 8,480. 943

Reference mark, 120 ft. NW. of tablet, 20 ft. N. of rd., 10 ft. W. of 10-

in. spruce tree, on lava outcrop; chiseled'square ________________ 9, 046. 61

Navajo Lake, 1.0 mi. E. of, 50 ft. N. of junction of rd. W. to Navajo

Lake Lodge, 3 ft. S. of cairn, on lava outcrop; chiseled square.---- 9, 106. 34
144 SPIRIT LEVELING IN UTAH, 1897-1938

Navajo Lake, 1,000 ft. E. of E. end of, ,100 ft. W. of lowest elevation of 

highway at Navajo Lake depression, 120 ft. SW. of rd. fork, 80 ft. 

N. of lava flow, 30 ft. S. of lake shore rd., 6 ft. S. of lava cairn, in Feet 

limestone outcrop; standard tablet stamped "VS 10 1936 9128".- 9, 127. 271

Reference mark, 80 ft. NW. of tablet, 2 ft. E. of cairn, on limestone

outcrop; chiseled square.______________________________________ 9, 133. 76

Navajo Lake, 0.7 mi. NW. of, near E. edge of clearing, 70 ft. E. of 

highway at curve, 3 ft. W. of cairn, on limestone outcrop; chiseled 

square.-___----------___--__--_____-_---___-__--_-_--___--_ 9, 294. 60

Navajo Lake, 1.6 mi. NW. of, at SW. edge of lava flow, 50 ft. NW. of 

N. center of bridge, 2 ft. S. of cairn, in lava outcrop; standard tablet 

stamped "VS 11 1936 9293"--- - - 9,292.107

Reference mark, 75 ft. W. of tablet, 10 ft. S. of two spruce trees, 50 ft.

N. of rd., on lava boulder; chiseled square----_______-_-________ 9, 295. 82

Navajo Lake, 2.6 mi. NW. of, at small valley to S., 200 ft. NW. of rd., 

400 ft. W. of E. edge of clearing, 100 ft. NE. of culvert, 3 ft. S. of 

cairn, on lava outcrop; chiseled square.___---___._______._.____ 9, 503. 25

Navajo Lake, 3.8 mi. NW. of, 250 ft. E. of summit of divide, at head 

of creek and open valley to N., 30 ft. SW. of culvert and highway, 3 

ft. N. of cairn, in red sandstone outcrop; standard tablet stamped 

"VS 121936 9641"_________________________________________ 9,640. 204

Reference mark, 250 ft. NW. of tablet, 30 ft. S. of rd. at divide, in root

of 30-in. spruce tree; copper nail and washer.___________________ 9, 647. 62

Navajo Lake, 4.8 mi. NW. of, near W. end of long curve, 400 ft. E. of 

highway sign, 200 ft. N. of woods, 55 ft. S. of highway, on rock outcrop; chiseled square.________________________________________ 9, 581. 48

Navajo Lake, 5.7 mi. NW. of, 1.9 mi. SE. of junction of State Highway 

55, 70 ft. N. and 40 ft. W. from center line of highway and bridge, 

80 ft. S. of telephone line, 6 ft. W. of cairn, in rock outcrop; standard 

tablet stamped "VS 13 1936 9639"_----_---_-__------_-___-__ 9, 638. 201

Reference mark, 160 ft. S. of tablet, 30 ft. S. and 30 ft. W. from SE.

corner of bridge, on larger of two boulders in place; chiseled square. 9, 638. 01

Navajo Lake, 6.7 mi. NW. of, 0.8 mi. SE. of junction of State Highway 

55, at E. edge of short valley to N., at apex of curve and 40 ft. N. of 

highway, 5 ft. S. of cairn, on rock outcrop; chiseled square._______ 9, 730. 28

Navajo Lake, 7.6 mi. NW. of, 3.4 mi. S. of Cedar Breaks Lodge, in 

center of triangle at intersection of State Highways 14 and 55, in 

rock outcrop flush with ground; standard tablet stamped "VS 14 

1936 '9765" - __..____________ 9, 764. 156

Reference mark, 250 ft. E. of tablet, 1 ft. W. of large round boulder,

on flat rock; chiseled square_________________________________ 9, 763. 27

Cedar Breaks Lodge, 2.0 mi. S. of, 1.4 mi. N. of junction of State Highway 14, 1,600 ft. N. of sink hole, 200 ft. S. of summit of steep grade, 

at S. edge of clearing, in center of top of W. concrete head wall of 

culvert; U. S. Bureau of Public Roads tablet, not stamped--------- 10,178.397

Cedar Breaks Lodge, 0.8 mi. S. of, 90 ft. S. of highway, 15 ft. W. of 

fence between Dixie National Forest and Cedar Breaks National 

Monument, in flat boulder in place; standard tablet stamped "VS 15 

1936 10325"----------.-----------------------------------. 10,324.638

Cedar Breaks Lodge, 60 ft. S. and 65 ft. E. from main entrance, 60 ft. 

E. of flagpole, 80 ft. W. of highway, 15 ft. SE. of two spruce trees, in

concrete post; standard tablet stamped "VS 16 1936 10399" - 10,398.747
PAROWAN QUADRANGLE 145

Cedar Breaks Lodge, 1.3 mi. N. of, 100 ft. W. of rd., 20 ft. E. of rim at

Sunset View, 10 ft. SE. of small spruce tree, in concrete post; stand- Feet 

ard tablet stamped "VS 1.7 1936 10354"____..._..____.________ 10,353.796

Cedar Breaks Lodge, 2.4 mi. N. of, 500 ft. W. of highway, in center of 

point and 5 ft. E. of rim at Desert View, in concrete post; standard 

tablet stamped "VS 18 1936 10457"__________________________ 10,456.333

Cedar Breaks Lodge, 3.3 mi. N. of, 100 ft. E. of highway at summit 

of long grade, 40 ft. SE. of group of four fir trees, 13 ft. N. of cairn, 

in ledge; standard tablet stamped "VS 19 1936 10570"._________ 10,569.494

Cedar Breaks Lodge, 4.2 mi. N. of, 300 ft. S. of saddle, 80 ft. E. of 

highway, 40 ft. S. and 60 ft. E. from NW. corner of worm fence, in 

concrete post; standard tablet stamped "VS 20 1936 10480" . .... 10,479.116

Cedar Breaks Lodge, 4.7 mi. N. of, 90 ft. S. of junction of rd. E. at sign 

reading "Parowan 18 mi.; Panguitch Lake 15 mi.," 3 ft. W. of cairn, 

on E. edge of slanting boulder; chiseled square._________________ 10,568.35

Cedar Breaks Lodge, 5.3 mi. N. of, 0.5 mi. S. of N. boundary of Cedar 

Breaks National Monument, 400ft. W. of highway, at center of point 

and 15 ft. E. of rim at North View, in concrete post; standard tablet 

stamped "VS 21 1936 10435"---.------------------..------.- 10,434.890

Cedar Breaks Lodge, 5.8 mi. N. of, at N. boundary of Cedar Breaks 

National Monument, 125 ft. E. of highway, 3 ft. N. of boundary 

fence, in concrete post; standard tablet stamped "VS 22 1936 

10456"--------.-----_-.._---.-_------_----.---_-...-.-.... 10,455.815

Cedar Breaks Lodge, 7.0 mi. N. of, 1,000 ft. N. of short section of 

corduroy rd., 70 ft. S. of rd. at small saddle, 3 ft. W. of cairn, in root 

of 18-in. fir tree; copper nail and washer....____________________ 10,321.03

Cedar Breaks Lodge, 7.9 mi. N. of, 500 ft. N. of point where rd. enters 

clearing, 60 ft. W. of rd., 25 ft. E. of spring, on E. edge of lava point, 

5 ft. N. of cairn, in lava boulder; standard tablet stamped "VS 23 

1936 9977"..______________________________________________ 9,976. 716

Reference mark, 200 ft. SW. of tablet, on outcrop; chiseled square._ 9, 986. 02

Cedar Breaks Lodge, 8.9 mi. N. of, 1,200 ft. N. of NW. corner of worm 

fence, 40 ft. W. of highway, 15 ft. E. of aspen grove, 2 ft. NE. of 

cairn, on partially exposed boulder; chiseled square.....-_____.__ 9, 746. 41

Cedar Breaks Lodge, 9.9 mi. N. of, on summit of divide, 2,000 ft. NW. 

of point where rd. crosses stream, 300 ft. S. of NW. corner of and 

30 ft. W. of clearing, 300 ft. E. of U. S. Forest Service sign, 90 ft. S. 

of highway, in concrete post; standard tablet stamped "VS 24 

1936 9613"-.-.---._.__.._.____._-_-.____-.-_-_____-.-_--._ 9, 612. 327

Reference mark, 80 ft. W. of tablet, in root of 10-in. twin aspen tree;

copper nail and washer.______________________________________ 9, 609. 59

Cedar Breaks Lodge, 11.0 mi. N. of, 11.3 mi. S. of Parowan High 

School, 40 ft. W. of highway, 200 ft. S. of S. end of limestone ledge 

40 ft. high, 4 ft. E. of cairn, on limestone ledge; chiseled square..-- 9, 072. 99

Parowan, 10.2 mi. S. of, 1,200 ft. S. of southernmost bridge over 

stream, 55 ft. W. of stream, 50 ft. E. of highway, 4 ft. E. of cairn, 

in concrete post; standard tablet stamped "VS 25 1936 8459". - 8, 458. 578

Reference mark, 70 ft. S. of tablet, 4 ft. W. of cairn, on flat rock;

chiseled square._____________________________________________ 8, 465. 75

Parowan, 9.1 mi. S. of, 800 ft. W. of S. base of large limestone pinnacle 

cliff, 150 ft. NW. of dry stream fork E., 40 ft. W. of highway, 2 ft. 

E. of cairn, on boulder; chiseled square.____--_________---_____ 8, 146. 45
146 SPIKIT LEVELING IN UTAH, 1897-1938

Parowan, 7.9 mi. S. of, 0.5 mi. N. of dry canyon to E., 0.6 mi. N. of 

N. base of large limestone pinnacle cliff, 1,600 ft. S. of junction of 

dim rd. SW., 40 ft. SW. of highway, on NE. edge of stream, in 

10- by 10- by 10-ft. boulder; standard tablet stamped "VS 26 1936 Feet 

7698"-____----_--_-__--_____-__-_-__-___---_----.__--______ 7,697. 703

Reference mark, 70 ft. E. of tablet, 30 ft. SW. of highway, 40 ft. NE.

of stream, on outcrop; chiseled square..------------------------ 7, 699. 91

Parowan, 7.2 mi. S. of, 75 ft. NE. of bridge, on bank between two 

streams and 40 ft. SE. of their junction, 6 ft. N. of cairn, on boulder 

in place; chiseled square-____---_____-___________-__-_________ 7, 421. 42

Parowan, 6.1 mi. S. of, 50 ft. E. of highway, 30 ft. W. of stream, 20 ft. 

SE. of corner of fence, 20 ft. N. of cairn, in concrete post; standard 

tablet stamped "VS 27 1936 7073"_-_____- _ __ _'_ 7,072.871

Reference mark, 150 ft. NW. of tablet, 50 ft. W. of highway, 2 ft. E.

of cairn, on rock outcrop; chiseled square.______________-----__- 7, 075. 88

Parowan, 4.8 mi. S. of, about 0.5 mi. S. and 800 ft. below castle-like 

cliff on summit of hill, 125 ft. N. of dry canyon, 200 ft. NW. of 

stream, 100 ft. NW. of highway, 3 ft. SE. of cairn, on round boulder 

in place; chiseled square____________________________________ 6,798.42

Parowan, 3.9 mi. S. of, 100 ft. E. of first rd. fork S. of Parowan, in 

center of top of N. wall of new bridge over stream; standard tablet 

stamped "VS 28 1936 6616"._-.._._..__._.'......._.._-._.-. 6,615.151

Reference mark, 220 ft. E. of tablet, 20 ft. E. of large boulder, on

outcrop; chiseled square._____________________________________ 6, 627. 04

Parowan 2.9 mi. S. of, 75 ft. E. of highway, near point where 30-in. 

pipe line crosses stream, 25 ft. NE. of old concrete pipe support, on 

N. side of stream, 1 ft. N. of SW. corner of concrete abutment of 

pipe-line trestle; chiseled square.______________________________ 6, 437. 19

Parowan, 2.0 mi. S. of, 1,400 ft. N. of bridge over stream, 800 ft. E. of 

power plant, 150 ft. S. of dry canyon, 200 ft. NW. of base of ridge, 

100 ft. E. of highway, 40 ft. N. of gravel pit, 6 ft. S. of rim of ridge, 

2 ft. W. of cairn, in outcrop; standard tablet stamped "VS 

29 1936 6298"-_.-..._________.___'__.____.___________ 6,297.394

Reference mark, 210 ft. NW. of tablet, 50 ft. E. of highway, 3 ft. W. 

of cairn, on outcrop; chiseled square__________________________ 6, 284. 16

Parowan, 1.0 mi. S. of, 1,200 ft. NE. of water house, 30 ft. E. of highway, under telephone line, 6 ft. E. of SW. corner of cemetery, 2 ft. 

S. of fence line, in concrete post; standard tablet stamped "VS 30 

1936 6106"_____._ ____ _ _ ___________________--_.--.-_. 6, 105. 712

POISON SPUING QUADRANGLE

[Latitude 39°15'-39°30'; longitude 110°45'-lli°00'] .

EMEEY COUNTY 

From Castlegate quadrangle southwest along abandoned Southern Utah

Railroad into Hiawatha quadrangle (by Cornelius Schnurr in 1914)

Millerton siding, 100 ft. S. of W. end of, about 11 mi. SW. of Price, in 

large boulder in place and extending 6 ft. above ground; standard 

tablet stamped "6292"__-_---_---_-_-----_-----_------------- 6, 292. 114

Millerton siding, 1.1 mi. SW. of, 10 ft. S. of track, in cut, on rock; 

chiseled mark.______________________________________________ 6, 438. 97

Millerton siding, 2.1 mi. SW. of, in center of bridge 11; top of rail._ 6, 567. 3 

Blackhawk, 1.8 mi. NE. of, 150 ft. S. of Franklin siding signpost, 100 

ft. W. of rd., in large boulder in place and extending 3 ft. above 

ground; standard tablet stamped "6799".______'______________ 6, 799. 329
POISON SPRING QUADRANGLE 147

From Hiawatha quadrangle near Blackhawk east and south along State 

Highways 122 and 10 to Huntington (by K. K. Kirn ball and C. H. Williams 

in 1923; leveled twice)

Blackhawk, 1.6 mi. SE. of, on S. side of highway at summit of hill,' Feft 

on sandstone boulder; chiseled cross---------------------------- 7, 092. 66

Blackhawk, 2.8 mi. SE. of, 50 ft. E. of highway, on sandstone boulder; 

chiseled cross_.-__-------------------------_---------------- 6, 885. 95

Blackhawk, 5.4 mi. SE. of, at point where Utah Power and Light Co. 

power line crosses highway, in sandstone boulder; standard tablet 

stamped "21 6822 1923"..__________________________________ 6,820.406

Blackhawk, 6.7 mi. SE. of, 7.9 mi. N. of Huntington, 25 ft. W. of 

highway, near large curve at head of Cedar Creek, N. of.dugout, on 

small sandstone boulder; chiseled cross_-_--_-__-_------___-___- 6, 581. 20

Huntington, 7.0 mi. N. of high school, 730 ft. N. and 36 ft. W. from 

U. S. Fuel Co. line monument in Cedar Canyon, 50 ft. W. of highway; iron pipe stamped "6341"_____________._-_-___.. 6, 339. 05

Huntington, 6.1 mi. N. of, 40 ft. N. of highway, opposite U. S. Fuel 

Co. ranch, in sandstone boulder;.standard tablet stamped "20 6183 

1923" - -- - 6, 181. 299

Huntington, 4.3 mi. N. of, 15 ft. W. of highway, 15 ft. S. of bridge over

Shorty Wash; iron pipe stamped "6043"._._____________.__ 6,041. 12

Huntington, 3.9 mi. N. of, 40 ft. E. of curve in highway, near Killpack 

farm; iron pipe stamped "5958". _____________ ____--______.__. 5, 956. 56

Huntington, 3.0 mi. N. of, 75 ft. N. and 35 ft. W. from highway, 

near bridge over Cleveland irrigation ditch, in sandstone boulder; 

standard tablet stamped "19 5887 1923"__--_-.-______________ 5, 884. 780

Huntington, 2.0 mi. N. of, on NW. corner of concrete bridge over

irrigation ditch; chiseled square-______________________________ 5, 829. 71

Huntington, 0.9 mi. N. of, in N. end of bridge over Huntington 

Creek; copper nail and washer (recovered by U. S. C. & G. S. in 

1934)______________________________________________________ 5,747. 12

Huntington High School, at W. entrance to, in second step; standard 

tablet stamped "5791 18 1923" (recovered by U. S. C. & G. S. in 

1934)__ _ _ _ ___ _ _ __ 5, 790. 893

From Huntington south along State Highway 10 into Wilson ville quadrangle 

(by C. H. Williams in 1923; leveled twice)

Huntington, near S. limits of, 0.6 mi. S. of high school, on W. concrete head wall of culvert over irrigation ditch; chiseled square 

(recovered by U. S. C. & G. S. in 1934).. ______________________ 5, 779.'711

Huntington, 1.1 mi. S. of, 40 ft. E. of highway, opposite gate to 

.lane; iron pipe stamped "5709"__-_________..__-_____-___.._-- 5, 710. 33

Huntington, 3.1 mi. SW. of, on summit of ridge between Huntington 

and Castle Dale, in W. concrete head wall of culvert over irrigation ditch; standard tablet stamped "1 5757 1923" (recovered by 

U. S. C. & G. S. in 1934).____________________________________ 5, 756. 248

Huntington, 3.5 mi. SW. of, on E. end of concrete culvert; chiseled

square.__ ________________________________________________ 5, 710. 29

Huntington, 4.2 mi. SW. of, on E. wing of bridge; chiseled square--. 5, 689. 87

Huntington, 5.1 mi. SW. of, 4.9 mi. NE. of Castle Dale, 600ft. N. of 

clay mound, 400 ft. S. of Wilberg farmhouse, on W. side of highway, on SW. wing wall of bridge; chiseled square (recovered by 

U. S. C. & G. S. in 1934).__ ____..__ _ _ ____ _._ _ .. 5, 687. 738
148 SPIRIT LEVELING IN UTAH, 1897-1938

From Hiawatha quadrangle southeast along approximate route of present 

State Highway 31 to Huntington (by K. K. Kimball in 1923) <> 9

Huntington, 2.0 mi. NW. of, at W. side of rd., on small sandstone Feet

boulder; chiseled cross______________________________________ 5, 910. 47

Huntington, 1.0 mi. NW. of, 25 ft. E. of curve in rd.; iron pipe.---.- 5, 842. 47

PKBUSS VALLEY QUADRANGLE'0

[Latitude 38°30'-39°00'; longitude 113°00'-113°30'] 

BEAVER AND MIILARD COUNTIES

From Lund quadrangle about 4 miles northeast of Frisco northeast along road 

10.5 miles, thence southeast by way of Fair view Springs and back into Lund 

quadrangle (by R. A. Farmer in 1904)

Fairview Springs, 4.5 mi. by rd. NW. of, NW. of Lime Mtn., 0.5 

mi. E. of rd. fork, 50 ft. S. of head of drain, in- 3- by 2- by 2-ft. 

boulder; standard tablet stamped "6377" and restamped "5523"_- 5, 445. 345

Fairview Springs, 0.5 mi. SE. of, on SW. side of rd., in boulder;

standard tablet stamped "6572" and restamped "5718"_--___-_-_ 5, 640. 374

From lund quadrangle near Newhouse north 0.4 mile (by R. A. Farmer in 

1904; leveled twice)

Newhouse, 1.4 mi. N. of, 1.1 mi. in air line SW. of Indian Queen 

Mine, in 3- by 2- by 2-ft. quartzite rock; standard tablet stamped 

"6188" and restamped "5334"____-_._________________________ 5, 257. Ill

PROMONTORY POINT QUADRANGLE

[Latitude 41°00'-41°30'; longitude 112°00'-112°30'] 

BOX EIDER, DAVIS, TOOELE, AND WEBER COUNTIES

From Ogden, Ogden quadrangle, southwest and west along roads to sec. 22, 

T, 5 N., R. 3 W., thence northeast to road crossing on Southern Pacific Railroad 1.2 miles west of West Weber (by E. E. Harris in 1923)

Riverdale, about 3 mi. SW. of Ogden, near WJ4 cor. sec. 7, T. 5 N., 

R. 1 W., in SE. angle of junction of T-rd. S., in center of top of 

concrete head wall of culvert; bottom of square hole____________ 4, 378. 54

Riverdale, 0.5 mi. SW. of, near NE. cor. sec. 13, T. 5 N., R. 2 W., on 

W. side of rd., on top of E. end of N. side of concrete head gate; 

bottom of square hole____-_-__--________-_________.___-_-____ 4, 379. 20

T. 5 N., R. 2 W., NE% sec. 13, at canal crossing, on W. side of rd., in 

center of top of S. side of concrete head gate; bottom of square 

hole______---___---_-__--____--___________-____.__._______._ 4,386. 70

T. 5 N., R. 2 W., near E. side SE% sec. 13, at junction of T-rd. W., 

on E. side of rd. and fence, in concrete post; standard tablet 

stamped "1923 H 3"-__---_------ ------------------------- 4,392.070

Reference mark, 66 ft. W. of tablet, in NW. angle of rd. fork, on

top of 18-in. tile drain pipe; bottom of square hole_.____________ 4, 390. 69

Cozydale, 0.4 mi. SE. of, near center of sec. 13, T. 5 N., R. 2 W., 

on N. side of rd., 80 ft. W. of dwelling, on top of E. end of S. wall 

of head gate; bottom of square hole-.-----------------.-------- 4, 533. 32

" An excessive error in this line has been disposed of by adjustment. 

70 The lines in this quadrangle were omitted from Bulletin 566.
PROMONTORY POINT QUADRANGLE 149

Cozydale, 0.2 mi. S. of, in NW% sec. 13, T. 5 N., R. 2 W., 300 ft. W. 

of rd. fork, at overhead crossing of Bamberger Electric R. R., on 

S. side of rd., on NE. corner of concrete foundation of flume; bot- Feet 

torn of square hole.__________________________________________ 4, 542. 03

T. 5 N., R. 2 W., near W% cor. sec. 13, in SE. angle of junction of 

N.-S. rd., on top of N. end of concrete parapet wall of culvert; 

bottom of square hole._______________________________________ 4, 538. 49

T. 5 N., R. 2 W., at corner of sees. 13, 14, 23, and 24, in SE. angle 

of crossroads, on SW. corner of section corner post; bottom of 

square hole_--__------______________________________________ 4, 538. 10

T. 5 N., R. 2 W., at quarter corner between sees. 23 and 24, in NW. 

angle of junction of T-rd. W., on SE. corner of quarter corner 

post; bottom of square hole.__________________________________ 4, 541. 97

T. 5 N., R. 2 W., W. of center of sec. 23, 0.4 mi. E. of Roy, in SE. 

angle of crossing of Ogden-Salt Lake City branch of Oregon Short 

Line R. R. and-E.-W. rd., on top of N. end of concrete head wall 

of culvert; bottom of square hole.-____--_-_________-______-.._ 4, 440. 19

Roy, near E% cor. sec. 22, T. 5 N., R. 2 W., in SW. angle of crossroads, 

2 ft. E. of fence, in concrete post; standard tablet stamped "1923 

H 4" .-...--....--_-_..-.-...._-........_..._............ 4,392.072

Reference mark, 68 ft. N.30°E. of tablet, on top of N. end of concrete 

parapet wall of culvert; bottom of square hole_____.--___-__-_- 4, 392. 74

Roy, 0.5 mi. W. of, near center of sec. 22, T. 5 N., R. 2 W., in NW. 

angle of crossroads, on top of N. end of concrete parapet wall of 

culvert; bottom of square hole_---.___________________________ 4, 349. 10

Roy, 1.0 mi. W. of, near E% cor. sec. 21, T. 5 N., R. 2 W., in NW. 

angle of crossroads, on N. end of concrete culvert; bottom of square 

hole _---------_--_-----___-._-.------_--......----__-_-__ 4,312.08

Roy, 1.0 mi. W., thence 0.6 mi. N. from, 3.0 mi. E. of Hooper, near E. 

side SEtf sec. 16, T. 5 N., R. 2 W., in NW. angle of junction of 

T-rd. W., in center of top of concrete culvert; bottom of square 

hole ----------------------------------------------------- 4,303. 88

Hooper, 2.0 mi. E. of, near E. side SEK sec. 17, T. 5 N., R. 2 W., in 

NW. angle of crossroads, in angle in fence, 4 ft. from each fence, in 

concrete post; standard tablet stamped "1923 H 5"____________ 4, 241. 697

Hooper, 1.0 mi. E. of, near W. side SWtf sec. 17, T. 5 N., R. 2 W., 

in SE. angle of crossroads, on top of E. end of concrete wall of head 

gate; bottom of square hole_______---__--_____-_---_--_-____ 4, 243. 28

Hooper, 0.5 mi. E. of, near center of sec. 19, T. 5 N., R. 2 W., in SE. 

angle of crossroads, on E. end of concrete culvert; bottom of square 

hole ---_----------_----_--.-_----_--------.--_-_-_-_.__-_ 4,239.49

Hooper, 0.4 mi. S. of Denver & Rio Grande Western R. R. crossing, 

near E# cor. sec. 24, T. 5 N., R. 3 W., in NE. angle of crossroads, 

in angle in fence, 3 ft. from each fence, in concrete post; standard 

tablet stamped "1923 H 6".__.._.____._.____________________ 4, 238. 475

Reference mark, 78 ft. S.65°W. of tablet, on top of concrete wall of

culvert; bottom of square hole.______-_-_-_--___-___--________ 4, 238. 55

T. 5 N., R. 3 W., near center of sec. 24, in SE. angle of crossroads, on

stone post; bottom of square hole.____________________________ 4, 234. 14

T. 5 N., R. 3 W., near EJ4 cor. sec. 23, in NE. angle of crossroads, on

top of 24-in. tile drain pipe; bottom of square hole._____________ 4, 228. 31

T. 5 N., R. 3 W., near center of sec. 23, at junction of N.-S. rd., on 

W. side of rd., on top of 36-in. concrete drain pipe; bottom of square 

hole -----.-__-.._----_........-_--.._.........--.-_..---- 4,223. 69
150 SPIRIT LEVELING 1ST UTAH, 1897-1938

T. 5 N., R. 3 W., near E. side NE^ sec. 22, on S. side of rd. W., in

line with rd. N., 8 ft. N. of fence, in concrete post; standard tablet feet 

stamped "1923 H 7"..__.____._____.__________..._.__._..___ 4, 225. 649

Reference mark, 182 ft. N.10°W. of tablet, on concrete post; bottom

of square hole-------__--_----_-_--_-___._._.____.___...__.__ 4, 226. 10

T. 5 N., R. 3 W., near E. side SE# sec. 15, in NE. angle of junction of

T-rd. E., on top of concrete wall of culvert; bottom of square holel 4, 229. 96

T. 5 N., R. 3 W., about 0.2 mi. N. of center of sec. 14, in SW. angle 

of crossroads, on top of concrete wall of culvert; bottom of square 

hole. --------------__------_--_------_---_____------_---_ 4,227. 96

T. 5 N., R. 3 W., near E. side NE}4 sec. 14, in SE. angle of crossroads, 

on top of concrete wall of culvert; bottom of square hole_._._____ 4, 232. 20

T. 5 N., R. 3 W., near E. side SE# sec. 11, in NE. angle of junction 

of T-rd. E., in angle in fence, 3 ft. from each fence, in concrete post; 

standard tablet stamped "1923 H 8"__..__...____._-...__.__. 4, 222. 616

Eeference mark, 256 ft. N.80°E. of tablet, in center of top of N. 

parapet wall of concrete culvert; bottom of square hole._____.-__ 4, 219. 48

T. 5 N., R. 3 W., 0.2 mi. S. of center of sec. 12, in NW. angle of crossroads, in center of top of concrete culvert; bottom of square hole.- 4, 229. 29

T. 5 N., R. 3 W., near E. side SE}4 sec. 12, in NW. angle of crossroads,

on top of concrete wall of culvert; bottom of square hole.-------- 4, 235. 68

T. 5 N., R. 3 W., near E. side NEK sec. 12, in SE. angle of junction

of T-rd. E., on E. end of concrete culvert; bottom of square hole- _ _ 4, 226. 42

T. 5 N., R. 2 W., 0.2 mi. N. of center of sec. 7, in NW. angle of junction of N.-S. rd., on top of concrete wall of culvert; bottom of 

square hole.__-.-----_____--.______.-.__.._____.._-____.__-_ 4, 236. 93

Kanesville School, 0.5 mi. W. of, near S# cor. sec. 6, T. 5 N., R. 2 W., 

in NE. angle of junction of T-rd. E., on top of concrete wall of 

culvert; bottom of square hole______________'__________________ 4, 229. 98

T. 5 N., R. 2 W., about 0.2 mi. N. of center of sec. 6, on E. side of 

N. terminal of rd., 15 ft. S. of junction of lane NE. through gate, 

3 ft. E. of fence, in concrete post; standard tablet stamped "1923 

H 9" ----__---------_----------_---__-_---____--_---__--- 4,216. 143

Reference mark, 95 ft. N.75°E. of tablet, on top of drain pipe; bottom of square hole.._________________________________________ 4, 213. 46

T. 6 N., R. 2 W., near SE. cor. sec. 31, at junction of T-rd. E., on

W. side of rd., on concrete base of gate post; bottom of square hole.- 4, 225. 23

T. 6 N., R. 2 W., near SW. cor. sec. 29, 30 ft. E. of junction of E.-W. 

rd., on N. side of rd., in root on S. side of 8-in. cottonwood tree; 

copper nail and washer.._________--_-____-_____-__-_--------- 4, 217. 22

T. 6 N., R. 2 W., near ~E% cor. sec. 30, W. of junction of private lane 

N., on S. side of rd., 2 ft. S. of fence, in concrete post; standard 

tablet stamped "1923 H 10"_.___.---...------------------ 4,218.289

Reference mark, 127 ft. S.80°W. of tablet, in root on S. side of 30-in.

cottonwood tree; copper nail and washer___--_-_-_-_----------- 4, 217. 74

T. 6 N., R. 2 W., 0.2 mi. S. of quarter corner between sees. 19 and 20, 

on W. side of jog in N.-S. rd., 50 ft. S. of jog in E.-W. rd., on top of 

concrete wall of culvert; bottom of square hole._-________--_---- 4, 221. 96

West Weber, 1.2 mi. W. of, on W. side NW}4 sec. 20, T. 6 N.. R. 2 W., 

in NE. angle of intersection of Southern Pacific R. R. and N.-S. 

rd., in center of top of coping of large concrete culvert; bottom of 

square hole..----------------------------------------------- 4, 236. 09
PROMONTORY POINT QUADRANGLE 151

From road crossing on Southern Pacific Railroad 1.2 miles west of West Weber 

east along railroad into Ogden quadrangle (by E. £. Harris in 1923)

West Weber, 0.7 mi. W. of, N. of center of sec. 20, T. 6 N., R. 2 W.,

in NW. angle of grade crossing, on top of concrete wall of culvert; Feet 

bottom of square hole.._____________---________-:_---_________ 4, 231. 80

West Weber, 0.2 mi. W. of, on E. side NEtf sec. 20, T. 6 N., R. 2 W., 

140 ft. W. of crossroads, 100 ft. E. of milepost 776, on N. side of 

track, on SW. corner of concrete foundation of semaphore 776-1; 

bottom of square hole____________ ____________________________ 4, 237. 49

West Weber, in front of sta.; top of rail._________________________ 4, 238. 6

West Weber, 0.8 mi. E. of, on W. side NW^ sec. 22, T. 6 N., R. 2 W., 

in NW. angle of crossing of lane W., 150 ft. N. of track, 2 ft. W. of 

fence, in concrete post; standard tablet stamped "1923 H 11"___ 4, 237. 552

Reference mark, 159 ft. S.10°E. of tablet, on top of concrete wall of

culvert; bottom of square hole._______________________________ 4, 239. 18

T. 6 N., R. 2 W., NE}£ sec. 22, in N. end of E. concrete abutment of

trestle over West Weber Canal; top of iron bolt-________________ 4, 245. 81 

T. 6 N., R. 2 W., NEX sec. 22, 340 ft. W. of milepost 778, in SE. angle 

of grade crossing, on NW. corner of concrete foundation of warning 

signal; bottom of square hole.________________________________ 4, 253. 50

T. 6 N., R. 2 W., NWtf sec. 23, in center of top of W. abutment of 

trestle 778-B over Weber River, between tracks; bottom of square 

hole ________________________________________________________ 4,254. 35

Weber River, under bridge; surface of water at 11 a. m. June 13, 1923-. 4, 241. 0

Marriott sta., 0.8 mi. NW. of, about 1,442 ft. S. and 99 ft. W. from 

Salt Lake base and meridian, near E. side NE}£ sec. 23, T. 6 N., 

R. 2 W., 5 ft. N. and 1 ft. E. from intersection of Southern Pacific 

R. R. and highway right-of-way fences, in concrete post; standard 

tablet stamped "1923 H 12" "__.__.__._.._..___...__.._.'._. 4,249.651

Reference mark, 250 ft. S.25°E. of tablet, on top of concrete wall of 

culvert; bottom of square hole._______________________________ 4, 255. 79

Marriott sta., 0.5 mi. NW. of, in NW^ sec. 24, T. 6 N., R. 2 W., on 

S. side of track, on SE. corner of concrete culvert 779-G; bottom of 

square hole_______________________________________'__________ 4, 258. 94

Marriott sta., 260 ft. W. of grade crossing, in NEJ4 sec. 24, T. 6 N., 

R. 2 W., on S. side of track, on SE. corner of concrete culvert 779-L; 

bottom of square hole__-_---____--------__-_-l___-----____-__ 4, 264. 37

From sec. 22, T. 6 N., R. 2 W., along roads north to Utah Hot Springs, thence 

east into Ogden quadrangle (by E. E, Harris in 1923)

T. 6 N., R. 2 W., SEX sec. 15, on E. side of rd., at SE. corner of bridge

over Weber River, in top of cylinder support; top of iron bolt_____ 4, 240. 96 

T. 6 N., R. 2 W., NE# sec. 15, 40 ft. N. and 20 ft. W. from crossroads,

on top of concrete wall of culvert; bottom of square hole___------ 4, 236. 52

T. 6 N., R. 2 W., NEM sec. 10, in SW. angle of rd. junction, 15 ft. S.

of junction of lane to dwelling, 2 ft. W. of fence, in concrete post;

standard tablet stamped "1923 H 25"...._._...___.-.__.__... 4,232.263 

Reference mark, 68 ft. N.40°E. of tablet, on concrete parapet wall of

culvert; bottom of square hole._______________________________ 4, 235. 05

71 In 1937 this benchmark was reset at an elevation 1.258 ft. lower than that originally determined. The 

figures given represent the latest information.
152 SPIRIT LEVELING IF UTAH, 1897-1938

T. 6 N., R. 2 W., 8EV* sec. 11, 50 ft. W. of junction of T-rd. S., on N.

side of rd., on top of concrete wall of culvert; bottom of square Feet 

hole.____---__--____.__________________________________ 4, 240. 35

T. 6 N., R. 2 W., SEX sec. 11, 1.3 mi. S. of Farr West sta. on UtahIdaho Central R. R. (Electric), about 130 ft. N. and 20 ft. W. from 

junction of T-rd. N., on concrete parapet wall of culvert; bottom 

of square hole_____________________________________________ 4, 240. 02

Farr West sta., 0.5 mi. S. of, in SEX sec. 2, T. 6 N., R. 2 W., on E. side 

of rd., on top of NE. corner of wing wall of bridge over canal; 

bottom of square hole____-_--___..________-_____-__________-__ 4, 237. 33

Farr West sta., in NEX sec. 2, T. 6 N., R. 2 W., at crossing of old R. R. 

bed and N.-S. rd., on top of concrete wall of culvert 3 ft. below 

track; bottom of square hole_--_--__--_---_-_--___-_-__-__---_ 4, 243. 61

Farr West School, 300 ft. N. of, in SEX sec. 25, T. 7 N., R. 2 W., in 

SE. angle of junction of rd. SE., in concrete post; standard tablet stamped "1923 H 26".-------___________________________ 4,260.902

Reference mark, 175 ft. S.20°W. of tablet, in root on S. side of 36-in.

poplar tree; copper nail and washer.____-________-_-.___-___.-- 4, 258. 02

T. 7 N., R. 2 W., near NX cor. sec. 26, in SW. angle of junction of 

T-rd. W., on top of concrete wall of culvert; bottom of square hole. 4, 252. 30

T. 7 N., R. 2 W., S. of center of sec. 23, on E. side of rd., at NE. corner

of small wooden bridge over canal, on pointed rock; highest point__ 4, 246. 94

Utah Hot Springs, S. of city limits, near N. side NEX sec. 23, T. 7 N., 

R. 2 W., W. of R. R. crossing, on N. side of rd., on concrete parapet 

wall of culvert; bottom of square hole._________________________ 4, 263. 56

Utah Hot Springs, in SEX sec. 14, T. 7 N., R. 2 W., on W. side of curve 

in rd., in S. end of concrete foundation of iron guard rail; standard 

tablet stamped "1923 H 17"_________________________________ 4,282.240.

Reference mark, 83 ft. S.25°E. of tablet, on large boulder; chiseled

square.____________________________________________________ 4, 283. 67

Utah Hot Springs, 1.7 mi. E. of, in NWX sec. 24, T. 7 N., R. 2 W., 50

ft. N. and 15 ft. E. from fence, on rock outcrop; chiseled square._ 4, 780. 06

From Utah Hot Springs west and southwest along roads to sec. 4, T. 6 N., 

R. 3 W., thence south to Southern Pacific Railroad, thence east to sec. 20, 

T. 6 N., R. 2 W. (by E. E. Harris in 1923)

Utah Hot Springs, 0.8 mi. W. of, in NEX sec. 22, T. 7 N., R. 2 W., on 

S. side of rd., 150 ft. W. of corner of fence, on top of concrete wall of 

culvert; bottom of square hole._______________________________ 4, 235. 81

Utah Hot Springs, 1.3 mi. W. of, near NX cor. sec. 22, T. 7 N., R. 2 W., 

on S. side of rd., in SW. corner of small bridge over Warm Springs 

Creek, on masonry abutment; bottom of square hole_____________ 4, 231. 59

Utah Hot Springs, 1.9 mi. W. of, near S. side SEX sec. 16, T. 7 N., R. 

2 W., on N. side of rd., on NE. wing wall of bridge over Warm 

Springs Creek; bottom of square hole___--___--_-_-__-__-_---_- 4, 225. 89

Utah Hot Springs, 2.7 mi. W. of, near SW. cor. sec. 16, T. 7 N., R. 

2 W., 2 ft. N. of junction of T-rd. N., in angle in fence line, just W. 

of gate, in concrete post; standard tablet stamped "1923 H 18"_ 4, 220. 659

T. 7 N., R. 3 W., NEX sec. 25, 0.2 mi. N. of sheep shed, E. of rd., in 

angle in fence line, 3 ft. from each fence, in concrete post; standard 

tablet stamped "1923 H 19" - - 4, 209. 749

T. 7 N., R. 3 W., near SE. cor. sec. 35, in NW. angle of crossroads, 5 ft. 

N. and 2 ft. W. from fence, at gate across rd. W., in concrete post; 

standard tablet stamped "1923 H 20"_----_ __ ---- 4, 213. 757
PROMONTORY POINT QUADRANGLE 153

T. 6 N., R. 3 W., on E. side SE}, sec. 4, 15 ft. S. of junction of lane W., 

on W. side of rd., 2 ft. E. of fence, in concrete post; standard tablet Feet 

stamped "1923 H 21"..__...._._._.__.____..______:.__._..__ 4, 217. 119

T. 6 N., R. 3 W., near W% cor. sec. 10, in SE. angle of crossroads, on

NE. wing wall of bridge over irrigation ditch; bottom of square hole. 4, 220. 55

T. 6 N., R. 3 W., at corner of sees. 15, 16, 21, and 22, at center of cross- 

, roads; road siirface_-.__-----__------------------_-_-------___ 4, 216. 9

Reese, 1.2 mi. W. of, in NW% sec. 22, T. 6 N., R. 3 W., in NE. angle of 

crossing of Southern Pacific R. R. and second-class rd., in angle in 

fence, 6 ft. from each fence, in concrete post; standard tablet 

stamped "1923 H 23"_____-_-__.._....._.._.__._.._._...._.. 4, 217. 772

Reference mark, 20 ft. S. of tablet, on top of drain pipe; bottom of 

square hole-.-------------..--------------------.-.-_--..---._ 4, 216. 98

Reese, 0.5 mi. W. of, on E. side NE^ sec. 22, T. 6 N., R. 3 W., in NW. 

angle of grade crossing, just W. of milepost 772, on top of N. end of 

E. concrete abutment of trestle; bottom of square hole._____.__-_ 4, 225. 14

Reese, in front of sta. sign; top of rail..._______________________^_ 4, 223. 1

Reese, 0.5 mi. E. of, on W. side NW% sec. 24, T. 6 N., R. 3 W., in NE. 

angle of grade crossing, on top of concrete wall of culvert; bottom 

of square hole..............................L................ 4, 221. 09

T. 6 N., R. 3 W., sec. 24, 50 ft. W. of semaphore, on N. side of track, 

on top of N. end of E. abutment of concrete culvert 773-B; bottom 

of square hole_____- .....................^................... 4, 220. 03

T. 6 N., R. 2 W., NWX sec. 19, in N. end of W. abutment of trestle

over Weber River; standard tablet stamped."1923 H 24"____.__ 4, 229. 135

Reference mark, 16 ft. S. of tab.le..t, .on top.of .S. end of W. abutment

of trestle; bottom of square hole__--_-__-___-__________._______ 4, 227. 84

From point on Southern Pacific Railroad 1.2 miles west of Reese west along 

railroad to point 1 mile west of little Mountain station (by £. E. Harris in 

1923; double-run spur line)

Little Mountain sta., about 2 mi. E. of, in NWJ4 sec. 21, T. 6 N., R. 3 

W., 1,440 ft. E. of milepost 770, on S. side of track, on NE. corner 

of concrete foundation of semaphore 770-4; bottom of square hole. 4, 217. 32

Little Mountain sta., about 1 mi. E. of, in NWJ4 sec. 20, T. 6 N., R.

3 W., 2,000 ft. E. of milepost 769, on N. side of track, on SW.

corner of concrete foundation of semaphore 769-3; bottom of square

hole__ _-.._--.._-_-.. -. ----..--..__-._-..-_.._-_-._._ 4,217. 19

Little Mountain sta., in front ofj'top of rail ______________________ 4, 216. 6

Little Mountain sta., 850 ft. W. of, on S. side of track, in E. end of

concrete culvert; top of iron bolt__-___-----_----____-_________ 4, 213. 54

Little Mountain sta., 1.0 mi. W. of, near center of sec. 24, T. 6 N., R.

4 W., on S. side of track, in base on E. side of concrete foundation of 

semaphore 767-6; standard tablet stamped "1923 H 22"._______ 4, 215. 893

From Utah Hot Springs north along Oregon Short Line Railroad into Corinne 

quadrangle (by E. E. Harris in 1923; leveled twice between Ferry and Brigham)

Utah Hot Springs, in front of sta.; top of rail_____________________ 4, 275. 4

Utah Hot Springs, 0.5 mi. N. of, at semaphore 9-3, at switch; top of

rail.___-_____-___-_-__,_-____----____-___---_______________ 4,269. 1

Utah Hot Springs, 1.0 mi. N. of, in SWK sec. 11, T. 7 N., R. 2 W., in 

SE. angle of grade crossing, on top of masonry culvert 9.87; bottom 

of square hole,.__________________________._____-_____.___ ___ 4, 268. 21
154 SPIRIT LEVELING IN UTAH, 1897-1938

Nerva, at sta. on Utah-Idaho Central R. R. (Electric), 2.2 mi. N. of 

Utah Hot Springs, 3.0 mi. S. of Willard, in SW% sec. 2, T. 7 N., R. 2 

W., on S. side of rd., on W. side of track, in angle in right-of-way 

fence, 4 ft. from each fence, in concrete post; standard tablet Fett 

stamped "1923 H 27"__.____________________________________ 4, 254. 777

Reference mark, 125 ft. N.25°E. of tablet, on top of 36-in. concrete

drain pipe; bottom of square hole. ____________________________ 4, 257. 97

Willard, 1.9 mi. S. of sta., in SW^ sec. 35, T. 8 N., R. 2 W., 900 ft. 

N. of milepost 12, on E. side of track, on NW. corner of concrete 

foundation of semaphore 12-1; bottom of square hole_-_____-_--_ 4, 216. 62

Willard, 0.9 mi. S. of, near E. side SE), sec. 27, T. 8 N., R. 2 W., 1,200 

ft. N. of milepost 13, on W. side of track, on top of concrete wall 

of culvert 13-12; bottom of square hole.__---_-______-___._____ 4, 236. 61

Willard, 50 ft. S. of sta., in SE>{ sec. 22, T. 8 N., R. 2 W., on E. side 

of track, in top of right-angled turn in concrete retaining wall of 

sta. platform; standard tablet stamped "1923 H 28".---------- 4, 266. 138

Reference mark, 159 ft. S. of tablet, on top of S. end of retaining wall; 

bottom of square hole----_--------------_--_--_--_-__-_------ 4, 265. 84

Willard, in front of sta.; top of rail.__._________-_______:______._ 4, 265. 8

Willard, 0.8 mi. N. of, in NE#sec. 22, T. 8 N., R. 2 W., on E. side of 

track, in center of top of concrete culvert 14-83; bottom of square 

hole. -----------------------------------_.-...-_...._..-- 4,255.55

Willard, 0.9 mi. N. of, in SE# sec. 15, T. 8 N., R. 2 W., in SE. angle 

of grade crossing, 150 ft. S. of milepost 15, on top of concrete wall 

of culvert 14-97; bottom of square hole___------_______._______ 4, 254. 87

Willard, 1.8 mi. N. of, near N. side NEJ4 sec. 15, T. 8 N., R. 2 W., 60 

ft. N. of grade crossing, on W. side of track, on base on S. side of con- . Crete foundation of semaphore 15-8; bottom of square hole_-_--_- 4, 242. 11

Willard, 2.4 mi. N. of, E. of center of sec. 10, T. 8 N., R. 2 W., 0.8 

mi. S. of Perry sta., in SW. angle of grade crossing, in center of top 

of S. wing wall of concrete culvert; standard tablet stamped "1923 

H 29'V_ ----- ------------------------------ -_ _.__ 4,244.503

Reference mark, 38 ft. N.80°E. of tablet, on top of concrete wall of

culvert; bottom of square hole.__________________________ _____ 4, 244. 59

Perry sta., 40 ft. N. of sta. sign, in NW. angle of grade crossing, on

top of concrete wall of culvert; bottom of square hole.___________ 4, 260. 07

Perry sta., 0.8 mi. N. of, in SE}, sec. 34, T. 9 N., R. 2 W., 60 ft. N. of 

milepost 18, on E. side of track, on top of concrete wall of culvert 

18-02; bottom of square hole___-___-__-.___________________ 4, 254. 58

Perry sta., 1.7 mi. N. of, near NE. cor. sec. 34, T. 9 N., R. 2 W., 2.1 

mi. SW. of Brigham, 220 ft. S. of milepost 19, on E. side of track, 

10 ft. N. of gate, 3 ft. E. of right-of-way fence, in concrete post; 

standard tablet stamped "1923 H 30"________________________ 4, 243. 567

Reference mark, 156 ft. S.10°W. of tablet, on W. end of concrete 

culvert; bottom of square hole._______________________________ 4, 243. 34

Brigham, 1.1 mi. SW. of sta., near N. side NW^ sec. 26, T. 9 N., R. 

2 W., 70 ft. S. of milepost 20, 40 ft. E. of and 10 ft. lower than 

track, on top of masonry culvert; bottom of square hole _____ 4, 262. 83

From Corinne quadrangle at point 5 miles southwest of Brigham southwest

and west along roads to sec. 31, T. 9 N , E. 3 W., thence northeast and north 

and back into Corinne quadrangle at point about 6 miles south of Stokes (by 

E. E. Harris in 1928)

T. 9 N., R. 3 W., near N. side NE# sec. 25, 1.4 mi. SW. of Hitter 

Bridge, 0.2 mi. E. of rd., 200 ft. N. of ditch, on W. bank of slough, 

in root on E. side of lone cottonwood tree; copper nail and washer.. 4, 211. 40
PROMONTORY POINT QUADRANGLE 155

T. 9 N., R. 3 W., SEX sec. 26, 3.2 mi. SW. of Hitter Bridge, on N.

side of rd., on S. bank of Bear River, in root oh N. side of eastern- Feet 

most of two poplar trees, tree blazed; copper nail and washer__-_. 4, 209. 61

Bear River Club, 200 ft. SE. of, in sec. 30, T. 9 N., R. 3 W., in angle 

in fence, 4 ft. from each fence, in concrete post; standard tablet 

stamped "1923 H 39"---------.------------------------.---. 4, 207. 506

Bear River Club, at boat landing on N. bank of Bear River, in base

on E. side of lone cottonwood tree; spike.--------------------. . 4, 208. 81

Bear River Club, 2.2 mi. along rd. E. of, 1.3 mi. SW. of Chesapeake 

Gun Club, on S. side of rd., 3 ft. E. of fence, just E. of small cabin, 

in top of upright support of retaining wall of causeway; copper nail 

and washer.________________________________________________ 4, 207. 51

Chesapeake Gun Club, 0.2 mi. SW. of, near W% cor. sec. 27, t. 9 N., 

R. 3 W., 300 ft. S. of small bridge, 30 ft. N. of dim rd. E., on E. side 

of rd., in concrete post; standard tablet stamped "1923 H 38"__- 4, 211. 053

From sec. 24, T. 5 N., R. 2 W., south along roads and U. S. Highway 91 to Clearfield, thence southeast into Ogden quadrangle (by A. K. Andrews in 1925)

Clearfield, 2.5 mi. N. of, about 500 ft. W. of Sunset sta., on Bamberger Electric R. R., in NE. angle of crossroads, at SW. corner of 

store owned by Smith Bros. Co., on concrete foundation; chiseled 

square.._______-___----__-_-____-____-____---_-_-_____.____ 4, 555. 36

Clearfield, 1.5 mi. N. of, near E. side SE% sec. 26, t. 5 N., R. 2 W., 

on W. side of highway, on S. end of concrete bridge over irrigation 

canal, on rail footing; chiseled square.--._____._.______..____._ . 4, 570. 32

Clearfield, 0.5 mi. N. of, about 45 ft. NW. of center of crossroads, 

about 25 ft. W. of center line of highway, inside of enclosure, 4 ft. 

from each fence; standard iron post with bronze cap stamped "27 

A 1925" ------------------------------------------------ 4,522.030

U. S. C. & G. S. B. M. designated "D 1"_..._....._._..._..__._. 4, 434. 709

T. 4 N., R. 2 W., SW}'4 sec. 1, 60 ft. N. of junction of T-rd. E., on E. 

side of highway, on concrete head wall of highway culvert; chiseled 

square. .___-_______---___----_._-___.._-____--_____._.__..__ 4, 484. 88

T. 4 N., R. 2 W., near E. side SE% sec. 12, 50 ft. S. of crossroads, on 

W. side of highway, on top of SE. end of concrete head wall of 

culvert; chiseled square.___--____-______-.__.___-_.__________ 4, 477. 12

From Ogden quadrangle near Layton west along road about 4 miles, thence 

northwest and north to Hooper (by A. K. Andrews in 1925)

Layton, 1.9 mi. W. of, in front of Latter Day Saints Church, on

N. side of rd., in 12-in. poplar tree; spike..__-____--___--_____._ 4, 304. 00

Layton, 3.0 mi. W. of, in NW% sec. 25, T. 4 N., R. 2 W., in SE. angle 

of crossroads, in NW. corner of field, 4 ft. from each fence; standard iron post with bronze cap stamped "35 A 1925"--__________ 4, 275. 054

Reference mark, 28 ft. N.75°W. of post, on E. end of concrete culvert; chiseled square. ---------------------------------------- 4, 274. 67

T. 4 N., R. 2 W., near N. side NW# sec. 16, in SE. angle of crossroads, 10 ft. S. of irrigation ditch; standard iron post with bronze 

cap stamped "36 A 1925"___________________________________ 4, 251. 858

Reference mark, 14 ft. N.20°E. of post, in concrete head gate; iron

bol't____---_-___---__---___-_.________________ ______________ 4,253. 27

T. 4 N., R. 2 W., near SW. cor. sec. 4, in NE. angle of crossroads, on

E. side of concrete culvert over irrigation ditch; chiseled square. _ 4, 272. 86

T. 4 N., R. 2 W., near NE. cor. sec. 6, 375 ft. W. of West Point store, 

SW. of junction of T-rd. N.; standard iron post with bronze cap 

stamped "37 A 1925"..._....._....__.. .._.............._. 4, 248. 964
156 SPIRIT LEVELING IN UTAH, 1897-1938

PROVO QUADRANGLE

[Latitude 40°00'-40°30'; longitude 111°30'-112000'] 

SALT LAKE, UTAH, AND WASATCH COUNTIES

From Fort Douglas No. 3 quadrangle southeast along Denver & Eio Grande 

Western Railroad into Nephi quadrangle (by L. F. Biggs in 1910)

Graven, in front of sta.; top of E. rail_.__________________________ 4, 474. 3

Riverton, 6.5 mi. S. of, in Jordan Narrows, opposite intake of canal, 

6 ft. E. of R. R. track, in SE. corner of concrete bridge over Jordan 

River; aluminum tablet stamped "4489 6" 72 _____________'______ 4, 489. 973

Lehi, in E. wall of schoolhouse, on S. side of main entrance, 4 ft.

above ground, in cement; aluminum tablet stamped "4560 7"___ 4, 561. 972

American Fork, 200 ft. S. of sta., 50 ft. N. of rd. crossing, 10 ft. E. 

of track, in S. side of concrete culvert of irrigation ditch; aluminum tablet stamped "4565 8" (recovered by U. S. C. & G. S. 

in 1927)-. ____._ _ ____-__________ _-_-__-_____--__.- 4,566. 113

American Fork, in front of sta.; top of E. rail___ _________________ 4, 566. 4

Geneva, 50 ft. E. of mouth of small creek, 150 ft. S. of section house, 

on W. edge of R. R. grade, in SW. corner of top of concrete abutment 706-A; aluminum tablet stamped "4496 9" 73 . ____________ 4, 497. 316

Utah Lake; surface of water at 11 a. m. July 20, 1910____.________ 4, 489. 1

Lakota, 1,100 ft. S. of sta. sign, 50 ft. E. of R. R. right-of-way, in 

SW. corner of concrete bridge over irrigation canal; aluminum 

tablet stamped"4551 11" 73 ____-.---________________._______ 4, 552. 731

Provo, 200 ft. N. of sta., in SW. corner of Zion Cooperative Mercantile Institution building, 4 ft. above ground, in brick wall; aluminum tablet stamped "4520 12" (recovered by U. S. C. & G. S. 

in 1927)____________________________________________________ 4, 521. 562

Provo, in W. wall of post office, 3 ft. S. of main entrance, above 

basement window, in top of coping; aluminum tablet stamped 

"4552 13" (recovered by U. S. C. & G. S. in 1927)_____________ 4, 553. 150

Springvule, 1.7 mi. N. of, in NW. corner of top of concrete abutment

of bridge 693-A; aluminum tablet stamped "4503 14".________ 4, 504. 880

Springville, in W. wall of sta., 5 ft. from entrance to waiting room, 

4 ft. above ground; aluminum tablet stamped "4561 15" (recovered by U. S. C. & G. S. in 1927)-___-_-___________________ 4, 562. 517

Mapleton, opposite sta.; top of E. rail____________________________ 4, 730. 0

Mapleton, 2,000 ft. SE. of sta., 650 ft. SE. of milepost 91, 5 ft. N. 

of large field gate, at rd. crossing, on E. edge of right-of-way, in 

6- by 5-ft. sandstone monument buried 3 ft. in ground; aluminum 

tablet stamped "4739 16"--. _--__- __ - _ 4, 740. 542

Mapleton, 4.0 mi. S. of, in E. end of Bureau of Reclamation 

dam of Strawberry Valley project; aluminum tablet stamped 

"4858 17" (recovered by U. S. C. & G. S. in 1927)___________ 4, 859. 223

Castello Springs, in E. side of main entrance of hotel, 4 ft. above 

ground; aluminum tablet stamped "4918 18" (recovered by 

U. S. C. & G. S. in 1927)_-__-----------_---_ ------------- 4,914.541

Castello Springs, 0.5 mi. S. of, on NW. corner of steel bridge 679,

on stone abutment; chiseled mark_____________________________ 4, 929. 91

" In 1922 this benchmark was reported destroyed.

73 In 1922 this tablet was reported buried as a result of railroad improvements.
PROVO QUADRANGLE 157

From Jordan Narrows southeast along Denver & Rio Grande Western Railroad to Provo (by E."E. Harris in 1922)

Jordan Narrows, 6.5 mi. SE. of Riverton, 0:2 mi. NW. of milepost

722, 125 ft. W. of track, in NE. end of Bureau of Reclamation

concrete dam across Jordan River; standard tablet stamped " 1922 Feet

H 3" (recovered by U. S. C. & G. S. in 1927)____.____..._._.__ 4,494. 135 

Jordan Narrows, 84 ft. N. of tablet, at flood gates, in NE. end of

concrete dam; top of large copper bolt 74 -___-.-_-- ---_______ 4,494. 142

Jordan Narrows, opposite intake of canal, 6 ft. E. of track, on SE.

corner of concrete bridge over Jordan River; chiseled square.-_. 4, 489. 89 

Jordan Narrows, 1.7 mi. S. of, 0.4 mi. NW. of Mesa siding, 10 ft.

E. of track, on S. side of grade crossing of second-class rd., in

SW. corner of box culvert; top of 10-penny naiL_-____--_______ 4,543. 64

Mesa siding, in front of sign; top of rail.__.___________________^___ 4, 550. 1

Lehi, 2.6 mi. N. of, 0.5 mi. SE. of Mesa siding, at overhead crossing

of Denver & Rio Grande Western R. R. and Salt Lake & Utah

R. R. (Electric), on E. side of track, in center of top of N. wing

of parapet wall of concrete viaduct; standard tablet stamped

"1922 H 2 4549" (recovered by U. S. C. & G. S. in 1927) ______ 4, 549. 410

Reference mark, 60 ft. W. of tablet, 30 ft. W. of track, on angle of

concrete parapet wall of tunnel; chiseled square_-_-----___-_--- 4, 549. 18 

Lehi, 2.1 mi. NW. of, 820 ft. S. of rd. crossing, 560 ft. N. of milepost

D-719, 15 ft. E. of track, on concrete head wall of culvert; chiseled

square-__--_-----__---_----_______-__._____-_______________ 4, 544. 73

Lehi, 460 ft. S. of sta., 60 ft. S. of E.-W. rd., 3 ft. from right-of-way

line, in concrete post; standard tablet stamped " 1922 H 1 4551"._ 4, 551. 193 

Reference mark, 31 ft. N.20°W. of tablet, 40 ft. E. of main-line

track, 40 ft. S. of rd. crossing, in top of box culvert; copper nail and . washer_____________________________________________________ 4, 550. 47

Lehi, in front of sta.; top of rail____._____.--______..__________-. .4, 553. 7

American Fork, 0.4 mi. NW. of sta., 100 ft. E. of rd. crossing, 25 ft.

E. of lane N., 35 ft. N. of track, on N. side of rd., on concrete culvert;

chiseled square._------.-_------___..____-________-___-_____-_ 4, 559. 55

Geneva, 0.7 mi. SE. of,' l,500.ft. N. of milepost D-709, on E. side of

track, N. of two artesian wells, on concrete culvert; chiseled square. . 4, 519. 48 

T. 6 S., R. 2 E., sec. 17, on W. side of rd., 200 ft. N. of R. R. crossing,

in center of top of concrete parapet-wall of large culvert over canal;

standard tablet stamped "1922 H 21 4544"..__.______________ 4,543.700

Reference mark, 21 ft. S.85°E. of tablet, on S. end of concrete culvert;

chiseled square._---_--____-_--______-_-__________--__.____-_ 4, 543. 44

T. 6 S., R. 2 E., sec. 21, 15 ft. E. of track, on N. side of rd. crossing,

in center of top of concrete head wall of culvert; chiseled square. __ 4, 544. 77 

Grade crossing of Denver & Rio Grande Western and Union Pacific

R. Rs.; top of rail..._______________.__._-_.._-__.____._.-. 4, 548. 2

Lakota siding, in front of sign; top of rail_______________________ 4, 551. 5

Lakota, 1,100 ft. S. of sta., 50 ft. N. and 90 ft. E. from rd. crossing,

35 ft. NW. of concrete bridge,.on W. bank of canal, in concrete post;

standard tablet stamped "1922 H 22 4552"...________________ 4,552.006

Reference mark, 40 ft. S.50°E. of tablet, on top of culvert; chiseled

square------_-----------------_______-__-___-_-_-___--_-_ 4, 552. 73

N The elevation of this benchmark as determined by the Utah and Salt Lake County Survey Is 

4,520.555 ft.

127289 40 11
158 SPIRIT LEVELING IN UTAH, 1897-1938

Provo, 0.5 mi. NW. of sta., in sec. 2, T. 7 S., R. 2 E., at trestle over

Provo River, on top of S. end of E. concrete abutment; chiseled F^t 

square-.--------.--,--------------------------------------- 4, 538. 92

Provo, in SW. angle of intersection of R. R. and Center Street West,

on masonry culvert; chiseled square...-^--____________________ 4, 531. 22

Provo, 50 ft. N. and 20 ft. E. from crossing of R. R. at Ninth Street. 

West, in center of top of concrete wall of large culvert; chiseled 

square.__-______________________--__-___--_-_-____-_-__'____ 4, 525. 04

Provo, on W. side of Eleventh Street West, 400 ft. from end of street,

in concrete post; standard tablet stamped "1922 H 20 4500"--._ 4, 499. 959

Provo sta., in front of telegraph office window; top of nearest rail_-_- 4, 519. 7

From Jordan Narrows southeast -long Union Pacific Railroad 3 miles, thence 

generally southeast along roads and Salt Lake & Utah Railroad (Electric) 

by way of lindon to point near Orem station, thence east by road and south 

along Denver & Rio Grande Western Reilroad to Provo (by E. E. Harris in 192.)

T. 4 S., R. 1 W., sec. 26, on E. side of highway, just S. of point of

mountain, in center of top of concrete parapet wall of culvert over

canal; chiseled square___-----_-_---__________________________ 4, 792. 38

T. 4 S., R. 1 E., sec. 31, 40 ft. N. and 80 ft. E. from crossing of Union

Pacific R. R. and dirt rd., in angle of fence, in concrete post;

standard tablet stamped "1922 H 7 4700".___________________ 4, 700. 326

Reference mark, 93 ft. S.50°W! of tablet, in SE. angle of crossing,

in end of box culvert; copper nail and washer__-_ ______________ 4, 694. 04

T. 4 S., R. 1 E., in SE. cor. sec. 31, at crossing, 20 ft. W. of track, in

base of crossing signal; spike_._________________________________ 4, 632. 78

T. 4 S., R. 1 E., in SEJ4 sec. 33, on W. bank of Dry Creek, in concrete

post; standard tablet stamped "1922 H 8 4786"___----____-___ 4,785.980 

T. 5 S., R. 1 E., in NW. cor. sec. 10, in SE. angle of junction of T-rd.

E., on top of NW. corner of large concrete culvert 7 ft. above rd.;

chiseled square._-_-_-_-_-______-__--___-____________________ 4, 766. 43

T. 5 S., R. 1 E., sec. 10, on E. bank of canal, 50 ft. S. of Mitchell

Hollow rd., on concrete wall of culvert; chiseled square.--------- 4, 728. 46

T. 5 S., R. 1 E., near SW. cor. sec. 1, about.2 mi. N.. of American Fork

along rd. to Alpine, in SW. angle of junction of T-rd. W., in corner

of fence, 5 ft. from each fence, in concrete post; standard tablet

stamped "1922 H 9 4799"__.-.--.--------._._.---_-_-__. __. 4,799.059

Reference mark, 16 ft. N.15°E. of tablet, on round stone; chiseled

square.___________________'_____-_j__._________________-___. 4, 796. 69

T. 5 S., R. 1 E., near NE. cor. sec. 12, on W. side of rd., on S. side of

lane W., on highest point of stone boundary post between American

Fork and Alpine Precincts; chiseled 'square. __ -___--_____-__ ____ 4, 817. 07

T. 5 S., R. 2 E., in SW. cor. sec. 7, in NE. angle of crossroads, in root

on N. side of 10-in. mulberry tree; copper nail and washer-- ______ 4, 755. 06

T. 5 S., R. 2 E., in NE# sec. 18, in SW. angle of junction of T-rd. S.,

in corner of fence, 5 ft. from each, fence, in concrete post; standard

tablet stamped "1922 H 10 4748"__i.._-l-.__.- -..__-_. .-- 4,748.386 

Reference mark, 90 ft. N.60°E. of tablet, on N. end of concrete

culvert; chiseled square._________-__-_--__--_-_-_---_-----__- 4, 749. 21

T. 5 S., R. 2 E., in NE% sec. 18, on E. side of rd., on concrete culvert

over canal; chiseled square.____.___'_.'_____-_'___-_________.__ 4, 682. 35

T. 5 S., R. 2 E., in S~E% sec. 18, in SW. angle of crossroads, on top of

concrete arch culvert; chiseled square._________________________ 4, 630. 97

T. 5 S., R. 2 E., in NEJ4 sec. 19, in NW. angle.of crossroads, on top

of concrete wall of culvert; chiseled square____________________ 4, 577. 33
PB.OVO QUADRANGLE. : : 159

T. 5 S., R. 2 E., in NW}£ sec. 20, in NE. angle of crossroads, on con- feet 

crete culvert; chiseled square.________________________________ 4, 589. 06

Pleasant Grove, 0.5 mi. N. of school, in SW. angle of junction of Y-rd., 

at NE. corner of cemetery, on N. end of concrete culvert; chiseled 

square.._________________________________^_______--.________ 4, 643. 28

Pleasant Grove, 1 block E. of center of town, in NW. angle of street 

intersection, about 700 ft. N. of school," in vacant lot, in concrete 

post; standard tablet stamped'"T922 H 11"_.........._.___.__ 4, 621. 420

Reference mark, 45 ft. E. of tablet, on concrete walk; chiseled square. 4, 622. 49

T. 5 S., R. 2 E., in NE}4 sec. 29, on E^ side of highway, on concrete

culvert; chiseled square-__-_.__-,____..________.._ __.-___..__ 4, 582. 091

T. 5 S., R. 2 E., in SW% sec. 28, on W. side of highway, 60 ft. N. of private lane crossing Salt Lake & Utah R. R. (Electric), on S. end of concrete culvert; chiseled square_-_-________-_____________________ 4, 590. 61

Lindon, 0.2 mi. W. of sta., on E. side of highway, 40 ft. N. of Gullimore Mercantile Co. store, in center of top of concrete head wall of 

culvert; chiseled square_._______________________________ _____ 4, 623. 68

Lindon, in front of sta. sign'; top of rail__________________________ 4, 640. 3

Harris, in front of sta. sign; top of rail. ___-------____--___--_.___ 4, 713. 6.

Harris, 3 ft. W. of freight sta,, 40 ft. W. of track, 70 ft. S. of rd. crossing, in concrete post; standard tablet stamped "1922 H 12 4711". 4, 711. 374

Reference mark, 81 ft. N.20°E. of tablet, on concrete culvert; chiseled 

square..____.- A ..._____.^ ___..__._..._..:.__.._..__'_._.._.:_ 4,. 712. .14

Harris, 0.6 mi. SE. of, 0.8 mi. NW. of Orem sta., at rd. crossing, 10 ft. 

W. of track, on N. side of rd., on SW. corner of box culvert; copper 

nail and washer._ ________ r __._______________________________ 4, 736. 68

Orem, 800 ft. N. of sta., at rd. crossing, 15 ft. E. of track, on S. side of

rd., on top of 15-in. corrugated drain pipe; chiseled square....... 4, 758. 99

Orem, in front of sta. sign; top of rail.___'______'____________ __:__! 4, 760.1 4

T. 6 S., R. 2 E., W. of SE. cor. sec. 10, in NW. angle of crossroads, 3.

ft. E. of telephone'pole, on flat'rock; chiseled square..-..___-i.__ 4, 766.'58

T. 6 S., R. 2 E., E. of NW. cor. sec. 13, 120 ft S. of junction of T-rd..

W., on E. side of rd., on N. side of lane E.', in top of. concrete wall of ' 

large culvert; staadard.'tablet stamped"''1922 H 13"_ -._.'_.______ 4, 832. 595

Reference mark, 16 ft. S.88°W. of. tablet,.on end.of culvert; chiseled 

square..._._..__.....-___-___-.._ ....._.__.__._........:__. 4, 832. 52

T. 6 S., R. 2 E., in NEtf sec. 13, on N. side of rd., 10 ft. E. of gage, at

W. side of concrete culvert, on large rock; chiseled square...---.. 4, 759. 94

T. 6 S., R. 2 E., near NE. cor. sec. 24, 15 ft. E. of Denver & Rio Grande 

Western R. R. track, 15 ft. S. of rd. crossing, in SE. corner of box 

culvert; copper nail and washer.__________________'___:________ 4, 7l9. 38

Booth, 1,100 ft. N. of sta./aboiit 600.ft. W. of E# cor. sec. 24, T. 6 S., 

R. 2 E.,.35 ft. E. of track, 30 ft. S. of rd., in top of W. wall at .gate of ' 

irrigation canal; standard tablet stamped."1922 H 14 4693"_--__ 4, 693. 015

Booth, in front of sta. sign; top of rai'l__.^_,_.__'__'_.________________ 4, 685. 6 " 

Booth, 0.7 mi. S. of, 660'f.t: N.'of milepost P 3;;o6'ft: N. of farm rd., 10

ft. E. of track, in SE. corner of box culvert; copper nail and washer. 4, 650. 20

T. 6 S., R. 2 E., in SE^ sec. 25, on E. side of track; at S. end of trestle

N 2-B over canal; top of iron'bolt_____j___v.'_'___"______'_.______ 4, 625. 28

Provo, 150 ft. SW. of Provo Ice and Cold .Storage plant, 20 ft. S. of 

center line of rd., 35 ft. W. of track, on top Of concrete drain pipe; 

chiseled square.___________________ _^ _'__"__"_"___________________ 4, 587. 68

Provo, in .SE. angle of intersection of Second Str'eet West and-'Fifth '

Street North, in N. end of trestle 1-B Over canal; top of iron bolt__ 4, 561. 77^
160 SPIRIT LEVELING IN UTAH, 1897-1938

Provo, at Utah County courthouse, in NE. corner of lawn; standard feet 

iron post with-bronze cap-stamped "1922 1 H 15"_-__-________._ 4, 549..462

Provo, at Utah County courthouse, in SE. corner of lawn, in large

square stone; standard tablet stamped "1922 H 16 4546".._ ____ 4, 546. 380

Provo, in NW. angle of intersection of Seventh Street East and Third

Street South, on curb; chiseled square____.____.________________ 4, 542. 73

Provo, on E. side of State rd. and S. side of Eighth Street South, in 

6-in. concrete monument 6 in. above, ground;, aluminum tablet 

stamped "1922 H 17" and designated "13" by Bureau of Reclamation_______-__-______-__-___:___-__-_'_____--_________-__-___ 4, 559. 439

Provo, 0.5' mi. N. of Utah County Infirmary, 30 ft. N. of junction-of 

rd. W., on W..side of curve in highway, on top of N. end of concrete 

parapet wall of large culvert; chiseled square____________________ 4, 520. 26

Provo, at Utah County Infirmary, in stone at S. end of front steps of 

building; standard tablet stamped "1922 H 18" and designated 

"12" by Bureau of Reclamation.______________________... 4, 571. 573

Provo, 1.0 mi. W. of Utah County Infirmary, 1.6 mi. SE. of Zion Cooperative Mercantile Institution, 1,460 ft. W. of Union Pacific R. R., 

about 340 ft. S. of rd., 1 ft. N. of buried stone marking S}4 cor. sec. 

18, T. 7 S., R. 3 E., in concrete monument 6 in. square and 4 in. 

above ground; standard tablet stamped "1922 H 19" and designated "15" by Bureau of Reclamation.______________________ 4, 496. 694

Provo, 0.9 mi. SE. of, 15 ft. W. of track, on NW. corner of concrete 

culvert; chiseled square.______________________________________ 4, 499. 92

From lehi along road west 3.5 miles, thence south 3 miles, thence west 1 mile 

to sec. 27, T. 5 S., R. 1 W., thence north to Jordan Narrows (by E. E. Harris in 

1922)

Lehi, 0.7 mi. W. of, in NWtf sec. 17, T. 5 S., R. 1 E., in NE. angle of

crossroads, on top of concrete wall of culvert; chiseled square_____ 4, 534. 80

Lehi, 1.2 mi. W. of, in NEtf sec. 18,. T. 5 S., R. 1 E., in SE. angle of

crossroads, on top of concrete wall of culvert; chiseled square_____ 4, 519. 52

Lehi, 1.7 mi. W. of, in NW'K sec. 18; T. 5 S./ R. 1 E., 40 ft. W. of junction of T-rd. S., on N. side of main rd., on E. side of private lane 

N.; top of iron ring in ball of concrete hitching post.____________ 4, 506. 96

Lehi, 2.6 mi. W. of, at SE. corner of bridge over Jordan River, in top

of cylinder-support; top.of iron bolt__-__-_---__--_____-_______ 4, 494. 42

Jordan River, under highway bridge; surface of water at 11:30 a. m. 

July 3, 1922_______.________________________________________ 4', 491. 1*

Lehi, 3.3 mi. W. of, near center of sec. 14, T.. 5 S., R. 1 W., in NE. angle 

of junction of T-rd. E., in corner of fence, in concrete post; standard tablet stamped "1922 H 4"_ -____-_-___-______-__-_______ 4,534. 690

T. 5 S., R. 1 W., near S}4 cor. sec. 14, on E. side of rd., on top of 12-in. 

concrete drain pipe; chiseled square_--._____________-__________ 4,506.77

T. 5 S., R. 1 W., near center of sec..23, in SW. angle of junction of T-rd.

W., on top of 15-in. drain pipe; chiseled square.________________ 4, 520. 07

T. 5 S., R. 1 W., near NK cor. sec. 26, 300 ft. S. of junction of secondclass rd. W.,. on E. side of rd. and fence, on concrete wall of culvert; 

chiseled square.___-_____________-____---_____--.____------_ _- 4, 535. 54

T. 5 S., R. 1 W., near center of sec. 26, 130 ft. N. of junction of T-rd.

E. to Saratoga Springs,, on E. side of rd., on concrete culvert;

chiseled square.:______________________------------__--_----- 4, 541. 84

T. 5 S., R. 1 W., near S% cor. sec. 26, in NW. angle of junction of 

T-rd. W., on concrete culvert; chiseled square.----.------------- 4, 548. 94
PBOVO QUADRANGLE 161

T. 5 S., R. 1 W., near SE. cor. sec. 27, in SE. corner of bridge over Feet

Upper Utah Lake Canal, on concrete abutment; chiseled square. __ 4, 589. 62 

T. 5 S., R. 1 W., near S% cor. sec. 27, 40 ft. N. of center line of rd.,

300 ft. 'E. of cabin, on S. bank of .deep 'ravine, in .concrete post;

standard tablet stamped "1'922 H 5 '\4628".____________________ 4, 628. 266

Clinton, in front of Union Pacific R. R. sta. sign; tqp of rail..______ 4, 666. 3 .

Clinton, 1.6 mi. N. of, near center of sec. 3, T. 5 S., R. 1'W., about l,rOOO

ft. W. of canal, on N. side of rd., on small stone at gate to pasture;

chiseled square........__-____----_____-__-------------------- 4, 765. 81

Clinton, 2.2 mi. N. of, in SW. cor. sec. 35, T. 4 S., R. 1 W., in NE.

angle of junction of T-rd. E., in corner of fence, 5 ft. from each

fence, in concrete post; standard tablet stamped "1922 H 6 4705"__ 4,705.185 

Reference,mark, 30 ft. S..45°W..of tablet,,at corner of sees. 2, 3, 34, and

35, Tps. 4 and 5 S., R. 1 W.; top of iron post_----______.____--." 4, 706. 08

T. 4 S., R. 1 W., near SW. cor. NW# sec. 35, at foot of hill, on E.

side of rd., in center of top of concrete head wall of culvert over

canal; chiseled square-_--_______-_______----_--__________---- 4, 736. 14

T. 4 S., R. 1 W., in SW# sec. 26, 270 ft. S. of siphon, on S. side of

concrete bridge over canal; chiseled square _____________________ 4, 739. 84

Narrows, in front of sta. of Salt Lake and Utah R. R. (Electric); top

of rail.__________________________________-_-___--_-----.-_ 4, 596. 4

From point 1 mile west of Lehi along roads south and west to sec. 26, T. 5 S., 

R. 1 W. (by E. E.. Harris in 1922)

Lake Monument, N. of center of sec. 25, T. 5 S., R. 1 W., at Salt 

Lake-Utah county line, 50 ft. E. of power plant, in S. side of monument; copper bolt (compromise benchmark) ____________________ 4, 495. 179

Reference mark, at N. end of flood gates, on concrete wall; chiseled

square._____________________________________________________'4, 492. 77

T. 5 S., R. 1 W., sec. 25, on S. side of rd. and fence, 60 ft. E. of bridge 

over Jordan River, 100 ft. W. of pumping station gate, in large 

concrete block; standard tablet not stamped_.-_-________-_-.___ 4, 492. 541

From point 0.2 mile north of Booth station west along roads to sec. 21, T. 6 S., 

R. 2 E. (by E. E. Harris in 1923)

T. 6 S., R. 2:E., sec. 24, at bridge over Provo River, on top of S. end

of W. abutment; chiseled square___________--__-____________-- 4, 697. 85

'Provo River, under bridge; surface of water'at 7 a. m. July 21, .1922. 4, 688. 2

T. 6 S., R. 2 E., sec. 24, 35 ft. N. and 30-ft. E. from junction of T-rd.

E., 20 ft. W. of canal, on stone; chiseled square.-____-_____.--_- 4, 720. 10

Orem, in sec. 23, T. 6 S., R. 2 E., at S. limits, in SW. angle of crossroads, on concrete culvert; chiseled square--------..--.--------- 4, 756. 16

Curtis, 0.2 mi. E. of sta., near N% cor. sec. 26, T. 6 S., R. 2 E., on W. 

side of highway, on S. side of T-rd. W., on concrete culvert; chiseled 

square.-___--___--._---_ -_-_--_____________________.____-_- 4, 750. 64

Curtis, S. of sta., in center of rd. crossing; top of rail. _______------ 4, 749. 7

T. 6 S., R. 2 E., in NE. cor. sec. 27, 40 ft. S. and 40 ft. W. from center 

of crossroads, in concrete post; standard tablet stamped "1922 H 23 

4739"..____________________________________________________ 4, 738. 868

Reference mark, 47 ft. N.70°E. of tablet, on concrete culvert; chiseled

square.___--__.____._____________ ..........,__._._.._.....__ 4, 740. 35

T. 6 S., R. 2 E., on N. side of NW>, sec. 27, on N. side of rd., in center, 

of top of concrete parapet wall of large culvert over canal; chiseled 

square____--_.______________________________. _______;.____ 4, 676. 09
162 SPIRIT LEVELING IN UTAH, 1897-1938

T. 6 S., R. 2 E., sec. 21, in center, of crossing of rd. and R. R.; top of .-*"««< 

rail.----------___--_------------_-----__-------._--------_-4, 548.

From Fort Douglas No. 3 quadrahgle.at sec.,10, T. 4 S., R. 1 W.,.along highway' 

. to Oliver's, thence.south along Denver & Rio Grande Western Railroad to 

Jordan Narrows (by E. E. Harris in 1923)

T. 4 S., R. 1 W., near NJ4 cor. sec. 10, in SW.'angle of junction of T-rd.

W., on concrete parapet wall of culvert; bottom of square hole____ 4, 453. 35

T. 4 S., R. 1 W., 0.2 mi. N. of center of sec. 10, in SW. angle of junction 

of T-rd. W., on concrete parapet wall of culvert; bottom of square 

hole -:-----_:---__:----_-- ------ --.- ,--_---------- -__---- 4, 435. 71

T. 4 S., R. 1 W., near center of sec. 10,200 ft. S. of junction of T-rd. E., 

at summit of grade, on E. side of rd., 3.ft. inside of fence, in concrete 

post; standard tablet stamped "1923 H 51".___---_,_-_--__-__ 4, 434. 008

Reference mark, 204 ft. N. of tablet, in root on W. side of'15-in. cottonwood tree; copper nail and washer._____^_______i________L__.-_-' 4, 417. 28

T. 4 S., R. 1 W., about 900 ft. E. of center of sec. 10, on S. side of rd., 

in center of top of concrete parapet wall of bridge over Jordan River; 

bottom of square hole_--._-_.--'._.'--..-.--.:..----__.-_-----_ 4, 391. 69

Jordan River, under bridge; surface of water August 15, 1923-.---. 4, 380. 2

Olivers, near center of sec. 11', T. 4 S., R. 1 W., 400 ft. N. of sta., at 

overhead crossing of Denver & Rio Grande Western R. R., on top 

of W. end of S. concrete abutment of trestle; bottom of square hole_ 4, 448. 99

Olivers, in front of sta. sign; top of rail._^________._______________ 4, 452. 5

T. 4 S., R. 1 W., near N. side NEtf sec. 15, 1.0 mi. SW. of Olivers, in 

rd. fork E. of R. R. crossing, in corner of pasture, in concrete post; 

standard tablet stamped "1923 H 52" (recovered by U. S. C. & 

G. S. in 1927)...----...------_-_-----....-...__......._..__. 4, 443. 200

Reference mark, 86 ft. S.10°W. of tablet, on large boulder; chiseled

square. ____ __________________________________________..__.___ 4, 445. 81

T. 4 S., R. 1 W., in SE^ sec. 15, on W. side of R. R. track, on top of 

W. end of N. concrete abutment of trestle 724-B; bottom of square 

hole__ . . __._.--...._----...__-.-_..........----_--_-.--_.__ 4, 445. 40

T. 4 S., R. 1 W., near N. side NE% sec. 22, on E. side of curve in track, 

on S. eiid of 'JE.^eeafcefete wall of .bridge; bottom of square hole...- 4, 444. 47

Nash, in front of sta. sign; top of rail._.____..__..._______________ 4, 466. 9

From point near north end of Utah Lake southwest and south along road near 

west shore of lake and by way of Mosida into Nephi quadrangle near Elberta 

(by.E. E, Harris in 1923; leveled twice)

T. 6 S., R. 1 W., in NEK sec. 2, on W. side of rd., 40 ft. S. of junction 

of second-class rd. W., in center of top of concrete head gate of irrigation canal; standard tablet stamped "1923 H 59"____________ 4, 594. 399

Reference mark, 76 ft. S.40°E. of tablet, in center of top of W. end 

of concrete culvert; bottom of square hole._____________________ 4, 591. 45

T. 6 S., R. 1 W., in SW# sec. 1, 50 ft. E. of rd., in'angle in irrigation 

canal, on top of W. end of N. concrete wall of head gate; bottom of 

square ho]e.'_-___..._l..-._-----_- _.--..__i.._'__._ _..._.._.- 4, 589. 26

T. 6 S., R. 1 W., E. of center of sec. 12, 60 ft. E. of rd., on S. side of 

lane E. to dwelling, in SE. corner of small bridge over irrigation canal,

on boulder; bottom of square hole.____________._________-_-_--- 4, 586. 23

T. 6 S., R. 1 E., near SW. cor. sec. 7, at summit of grade, 30 ft. W. of

curve in rd., on boulder; chiseled square....-------------------- 4, 596. 11

T. 6 S., R. 1 E., in 8Wy4 sec. 18, 25 ft. W. of center line of rd., in line

with lane E. to dwelling, in concrete post; .standard tablet-stamped

"1923 H 60". ------------------------------------------- 4, 590. 368
- PROVO QUADRANGLE 163

T. 6 S., R. 1 E., near SE. cor. sec. 19, 30 ft. E. of center line of rd., 400

ft. N. of junction of rd. E. to Pelican Point, 15 ft. W. of right angle feet 

in fence, on boulder; chiseled square.. ........................^.. 4, 574; 85

T. 6 S., R. 1 E., on E. side 'of "SE# sec. 30, at summit of grade, 30 ft. 

N. of junction of lane E. to dwelling, on W. side of rd., on rock outcrop; bottom of square hole.--._____._.._.________.. ..-.. ._._ _. --4, 619. 55

T. 6 S., R. 1 E., near W% cor. sec. 32, at foot of hill, 30 ft. W. of curve

in rd., in concrete post; standard tablet stamped "1923 H 61".._ 4, 587. 949

Reference mark, 148 ft. N. of tablet, on section corner post stamped

"8% 31 32"; chiseled cross. .................................. 4, 587. 38

T. 7 S., R. 1 E., at E% cor. sec. 6, 50 ft. E. of rd., on section corner

post stamped "8% 5 6"; chiseled cross.. .__._..__.---____.... 4, 571. 06

T. 7 S., R. 1 E., NE. of center of sec. 7, on W. bank of rd., on rock outcrop; bottom of square hole--...-..._.________...______....________,_ 4, 627. 47

T. 7 S., R. 1 W., in NEJ4 sec. 13, at summit of long grade, 30 ft. W. of 

rd., N. of dim crossroad, in concrete post; standard tablet stamped 

"1923 H 62"..... ............................ ............. 4,729.743

Reference mark, 65 ft. N.12°E. of tablet, on boulder; bottom of square 

hole._____._-_-_-_________---_-_-___---_-_-_--___________ __ 4,728.88

T. 7 S., R. 1 W.j S. of center of sec. 13, 30 ft. W. of rd., on pointed

boulder; chiseled square._____________________ _.---__._______- 4, 660. 01

T. 7 S., R. 1 W., sec. 24, 25 ft. S. of junction of private lane E., on \V.

side of rd., on boulder; chiseled square._---_-_--____..___-_____- 4, 636. 48

T. 7 S., R. 1 W., near NW. cor. sec. 25, 60 ft..W. of rd., in line with 

lane E., in concrete post; standard tablet stamped "1923 H 63"_. 4, 630. 482

Reference mark, 32 ft. S.60°E. of tablet, on boulder; chiseled square. _ 4, 627. 81

T. 7 S., R. 1 W., sec. 26, 30 ft. W. of rd., in line with lane SE. to

dwelling, on large flat boulder; chiseled square__-___________^___ 4, 673. 77

T. 7 S,, R. 1 W., sec. 34, 40 ft. N. of junction of rd. SE., 50 ft. E.

of curve in rd., on boulder; chiseled square.-.-..______________ 4,660.58

T. 7 S., R. 1 W., in NEK sec. 33, 0.5 mi. N. of power line, 50 ft. SE. 

of curve in rd., in concrete post; standard tablet stamped "1923 

H 64".____________________________________________________ 4,647.577

T. 7 S., R: 1 W., in SEX sec. 33, 30 ft. W. of rd., on S. bank of wash,

on boulder; chiseled square.____.'___________-____.____________ 4, 598. 05

T. 8 S., R. 1 W., sec. 4, in NE. angle of crossroads, on boulder buried

flush with ground; bottom of square hole.________-___._-____--- 4, 572. 95

T. 8 S., R. 1 W., near center of sec. 9, in fork of Y-rd. SW., on boulder

buried flush with ground; bottom of square hole_________________ 4, 550. 07

T. 8 S., R. 1 W., near SW. cor. sec. 9, 1.8 mi. N. of abandoned Mosida 

post office, 70 ft. N. and 50 ft. W. from crossroads, in concrete 

post; standard tablet stamped "1923 H 65"._________________ 4,551.564

Reference mark, 59 ft. E. of tablet, on concrete head gate of irrigation canal; bottom of square hole____-__-_-___-_-___________ 4, 552. 09

T. 8 S., R. 1 W., in SW^ sec. 21, in SE. angle of crossroads, at SW. 

corner of abandoned Mosida post office, in base on W. side of power 

line pole; spike._____-____-___-._____-_--________-___-______- 4, 571. 49

T. 8 S., R. 1 W., near center W. side sec. 28, 0.7 mi. S. of Mosida, 

50 ft. E. of rd., 20 ft. N. of ditch near lone poplar tree, in concrete 

post; standard tablet stamped "1923 H 66"______--_________- 4,584.308

Reference mark, 19 ft. S.80°W. of tablet, in root on S: side of lone

poplar tree; copper nail and washer.__________________________ 4, 583. 92
164 SPIRIT LEVELING IN UTAH, 1897-1938

T. 8 S., R. 1 W., near center W. side sec. 33, 1.7 mi. S. of Mosida,

40 ft. N. of dim crossroad, 30 ft. E. of rd., on boulder buried flush Feet 

with ground; bottom of square hole._____________________._ ____ 4, 601. 11

T. 9 S., R. 1 W., in NW% sec. 4, 2.7 mi. S. of Mosida, 6.9 mi. N. of 

Elberta, 300 ft. N. of junction of T-rd. E., on E. side of rd., 4 ft. 

N. of and in line with power pole, on large boulder; chiseled square. 4, 625. 96

T. 9 S., R. 1 W., in SW. cor. sec. 4, 6.2 mi. N. of Elberta, 40 ft. E. 

of rd., 15 ft. E. of corner pole in angle in power line crossing rd., 

in concrete post; standard tablet stamped "1923 H 67"________ 4, 627. 492

T. 9 S., R. 1 W., in SW. cor. sec. 9, 5.3 mi. N. of Elberta, on E. side 

of rd., on boulder buried flush with ground; bottom of square 

hole.-___-_____---_--------__-__----__-__-----_-----_.-__-_ 4,626.78

T. 9 S., R. 1 W., in SW. cor. sec. 16, 4.2 mi. N. of Elberta, on E.

side of rd., on top of drain pipe; chiseled square.-._-.__________ 4, 612. 68

T. 9 S., R. 1 W., in SW^ sec. 21, 3.5 mi. N. of Elberta, at summit 

of grade, 25 ft. N. of junction of lane E., 40 ft. E. of rd., in concrete 

post; standard tablet stamped "1923 H 68"._-_-.._.....__-.. 4,644.779

Reference mark, 52 ft. N. of tablet, on boulder buried flush with

ground; chiseled square._____------__-___________-____-______ 4, 643. 54

T. 9 S., R. 1 W., near center W. side sec. 28, 2.8 mi. N. of Elberta, 

20 ft. S. of junction of T-rd. E., 30 ft. E. of rd., 4 ft. E. of mail 

box post, on boulder buried flush with ground; chiseled square. __ 4, 648. 98

From northeast quarter sec. 4, T. 9 S., R. 1 W., southeast \long road to' southwest quarter see. 2, T: 9 S., R. 1 W. (by E. E. Harris in 1923)

T, 9 S., R. 1 W., in NEJi sec. 4, in NE..angle of rd. fork, 30 ft. W. 

of cabin, in root on E. side of 6-in. poplar tree; copper nail and 

washer.__.__.____.___.....__._...____________._____.____.__ 4, 577. 97

T. 9 S., R. 1 W., in SWJ4 sec. 2, Bureau of Reclamation triangulation

sta. 65; top of concrete monument______________-._-___-____.. 4, 509. 013

From Fort Douglas quadrangle near Draper southeast along Union Pacific 

Railroad to Jordan Narrows (by A. K. Andrews in 1925)

Jordan Narrows, 3.6 mi. NE. of, 13 ft. E. of center line of R. R., 

on E. concrete head wall of culvert 779.51; chiseled square...... 4, 640. 86

Jordan Narrows, 40 ft. W. of center line of track, 190 ft. S. of N. 

switch stand of siding at Mount, 17 ft. W. of derailing switch stand, 

25 ft. E. of center line of highway, 2 ft. E. of fence;.standard iron 

post with bronze cap stamped "14 A 1925"-_--___-_______-___ 4, 773. 566

T. 4 S., R. 1 W., near S. side SE% sec. 23, 0.7 mi. S. of siding at 

Mount, 200 ft. W. of milepost 775, on E. side of highway, on E. 

head wall of culvert over irrigation canal; chiseled square._______ 4, 792. 38

From sec. 33, T. 4 S.,R. 1 E., along highways east and north to Alpine, thence 

south to sec. 2, T. 5 S., R. 1 E. (by A. K. Andrews in 1925)

Lehi, 3.0 mi. N. of, 60 ft. N. of crossroads, 5 ft. from S. end of E.

concrete head wall of culvert over Murdock Canal; chiseled square. 4, 811. 14 

T. 4 S., R. 1 E., N. of center of sec. 34, about 50 ft. SE. of junction

of dim rd. N.W., 4 ft. SW. of power pole, in corner of fence, 4 ft.

from each fence; standard iron post with bronze cap stamped

"A 1 1925"..._______.-___---.__--_------------------------ 4,829. 103

T. 4 S., R. 1 E., N. of center of sec. 26, about 40 ft. SW. of junction

of T-rd. S., 4 ft. SW. of corner fence post, 3 ft. from each fence;

standard iron post with bronze cap stamped "A 2 1925"_....-.. 4, 908. 725
RANDOLPH QUADRANGLE 165

Alpine, 40 ft. SW. of intersection of Main Street and Lehi rd.,

1 block W. of public school, in yard 4 ft. NW. of corner post; Feet 

standard iron post with bronze cap stamped "A 3 1925"________ 4, 957. 465

T. 4 S., R. 1 E., on S. side'of SW% sec.'36, 35 ft. NW. of crossroads, 

on American Fork-Alpine rd., on top of E. end of N. concrete 

head wall of culvert; chiseled square__________________________ 4,879.21

RANDOLPH QUADRANGLE"

[Latitude 41°30'-42°00'; longitude 111000'-111°301 

CACHE AND RICH COUNTIES

From Montpelier quadrangle at point on east side of Bear Lake near Utah-Idaho 

State line south along.road through Laketown, thence southeast to Randolph 

and south into Saleratus Pass quadrangle near Woodruff (by I. F. Biggs 

in 1909)

North Eden, on W. side of rd., opposite dwelling, in base of 24-in.

poplar tree; spike with aluminum tag stamped "5971".__________ 5, 973. 57

North Eden, 0.7 mi. S. of, 1,000 ft. S. of sheep sheds, on W. side of rd.,

at corner of fence; standard iron post with bronze cap stamped

"5958 B 1909 B !"__._____.'______________.__________..____ 5,960.715

North Eden, 1.7 mi. S. of, 200 ft. E. of lake, on E. side of rd., at point

of small hill, on boulder; chiseled mark._______J________________ 5, 972. 69

Bear Lake, E. shore; surface of water June 2, 1909________----____- 5, 925. 5

South Eden, 1.6 mi. N. of, on E. side of rd., on boulder; chiseled mark._ 5, 939. 46 

South Eden, 0.6 mi. N. of, at N. end of steep grade over small hill, on

E. side of rd., on boulder; chiseled mark_________________________ 5, 935. 00

South Eden, 700 ft. N. of dwelling, at NE. corner of corral, on W-. side

of rd.; standard iron post with bronze cap stamped "5983 B 1909

C !"___.___________________________________________________ 5, 985. 362

South Eden, 1.0 mi. S. of, 100 ft. S. of point where irrigation ditch

passes under fence, opposite corner of alfalfa field, on W. side of rd.,

on boulder; chiseled mark.___________________________________ 5, 951. 36

South Eden, 2.1 mi. S. of, 100 ft. S. of old rd. W. to lake, at N. end of

steep grade, on E. side of rd., on boulder; chiseled mark.________ 5, 942. 33

Laketown, 4.5 mi. N. of, 0.2 mi. N. of junction of old rd., on E. side

of rd.,.on boulder.; chi,seled,mark--_-----------------_---------- 5, 931. 09

Laketown, 4.0 mi. N.-ofy 25 ft. E. of lake, opposite mouth of canyon,

in N. end of grove of poplar trees, on E. side of rd.; standard iron

post with bronze cap stamped "5929 B 1909 D 1"_-___--____ 5,931.144 

Laketown, 1.7 mi. N. of, near Falula Spring, opposite log barn, in

base of 30-in. poplar tree, fifth from N. end of row of poplar trees;

spike with aluminum tag stamped "5946"._____-_____-----_____ 5, 948. 68 

Laketown, in NE. corner of wall of Irwin's brick store, 4 ft. above

ground; aluminum tablet stamped "5988 B 1909 E 1" (recovered

by TJ. S. C. & G. S. in 1934).___-__.__________._____.__..._... 5, 990. 746

Laketown, 1.3 mi. S. of, on E. side of rd., opposite rocky point, on

boulder; chiseled mark_______________________________________ 6, 111. 33

Laketown, 1.6 mi. S. of, on E. end of reservoir dam, on bo'ulder;

chiseled mark______---_________--_____-___-________-_--_____ 6, 179. 93

Laketown, 2.7 mi. S. of, 1,000 ft. E. of creek, on S. side of rd. at sharp

curve E., on boulder; chiseled mark_________.__________________ 6, 341. 98

Laketown, 3.5 mi. SE. of, on S. side of rd. at junction of two canyons,

on boulder; chiseled mark.___________________________________ 6, 590. 43

76 A narrow strip of territory along the east boundary of this quadrangle lies in'Wyoming.
166 SPIRIT LEVELING IN UTAH, 1897-1938

Laketown, 4.3 mi. SE. of, 2.1 mi. NW.. of summit of ridge between

Laketown and Randolph, 500 ft. E. of rocky point, on boulder; feet 

chiseled mark_____-_____-_-_______-__-________-l___________- 6, 906. 57"

Laketown, 6.4 mi. SE. of, on summit of ridge between Laketown and 

Randolph, 150 ft. N. of rd. fork, on E. side of rd.; standard iron 

post with bronze cap stamped "7129. B 1909 F 1"..___________ 7,131.453

Laketown, 7.6 mi. SE. of, at head of small creek, on E. side of rd., on

boulder; chiseled mark_________-_____________________________ 6, 860. 28

Laketown, 8.6 mi. SE. of, 6.3 mi. NW. of Randolph, opposite three

small bald hills, on W. side of rd., on boulder; chiseled mark_.____ 6, 588. 58

Randolph, 6.5 mi. NW. of school, 600 ft. S. of Middle Fork of Otter 

Creek, 50 ft. W. of spring, on W. side of rd.; standard iron post with 

bronze cap stamped "6504 B 1909 'G i"_-___._____'_____________ 6,506.658

Randolph, 4.8 mi. NW. of, on S. bank of South Fork of Otter Creek,

10ft. W. of rd., on boulder; chiseled mark_________.____________ 6, 489. 87

Randolph, 3.5 mi. NW. of, 0.2 mi. N. of junction of rd. to brick oven,

on W. side of rd., on boulder; chiseled mark_______-__:_________ 6, 454. 63

Randolph, 3.0 mi. NW. of, at junction of rd. W., in NE. corner of 

field; standard iron post with bronze cap stamped "6407 B 1909 

H !"____________________________________________: 6,410. 327

Randolph, 2.3 mi. NW. of, in SW. corner of field, on boulder; chiseled 

mark_________________________________________________ 6,386. 05

Randolph, in NE. corner of wall of brick schoolhouse, 3 ft. above 

ground; aluminum tablet stamped "6286 B 1909 !"_...-.-_. _ 6, 288. 921

Randolph, 3.3 mi. S. of, on N. barrk-of irrigation ditch, in SW. corner 

of field belonging to Mrs. Mack Kennedy, on E. side of rd.; standard 

iron post with bronze cap stamped "6265 B 1909 2" (recovered 

by U. S. C. & G. S. in 1934)___.__:_____.____.....__.... --..., 6, 268. 055

Randolph, 6.3 mi. S. of, 4.3 mi. N. of Woodruff, on small hill, 1,500 ft. 

NW. of log cabin, opposite braced telephone pole; standard iron 

post with bronze cap stamped "6302- B 1909 3" (recovered by 

U. S. C. & G. S. in 1934)_-_------__----------------.---------- 6, 305. 893

Woodruff, in NE. corner of wall of brick schoolhouse, 4 ft. above

ground; aluminum tablet stamped "6342 B 1909 4" (recovered

by U. S. C. & G. S. in 1934)_________;________________________ 6, 344. 659

Woodruff, 0.8 mi. S. and 0.6 mi. E. from, at junction of T-rd. W., 

800 ft. W. of dwelling with row of poplar trees, at corner of fence, 

on boulder; chiseled mark.__________________________________ 6, 320. 36

From Randolph northeast along road in Bear River Valley to Utah-Wyoming 

State line at sec. 16, T. 13 N., R. 8 E. (by L. F. Biggs in 1909)

Randolph, 3.1 mi. NE. of, 500 ft. S. of ranch house of D. J. Jackson-, 

150 ft. N. of junction of lane, on E. side of rd.; standard iron post

- with bronze cap stamped "6255 B 1909 !!"________________i 6,258.216

Randolph, (U mi. NE. of, 300 ft. N. of gate to ranch house of Ed. 

Porter, on E. side of rd., in fence line; standard iron post with 

bronze cap stamped "6287 B 1909 12" (recovered by U. S. C. &

 G. S. in 1934)_______________________________________________ 6,289.-96S

Randolph, 8.1 mi. NE. of, at junction of Sage rd., 250 ft. W. of Sage 

Creek School, on W. side of rd.; standard iron post with bronze 

cap stamped "6256 B 1909 13" (recovered by U. S. C. & G. S. in 

1934)____________________________________________________ 6, 258. 705

Sage Creek School, 3.2 mi. NE. of, near junction of rd. W. along Duck 

Creek, on E. side of rd., at NE. corner of field fence; standard iron 

post with bronze cap stamped "6237 B 1909 14"__.___.______ 6, 239. 333
RED CREEK QUADRANGLE"~ ~r~ 167

Sage Creek School, 4.3 ml. NE. of, 1.0 mi. S. of Sixmile Creek; 15 ft.. *w 

E. of rd., on boulder; chiseled mark'. _________ ___-__-_______.i-_- 6, 236. 34

Sage Creek School, 6.3 mi. NE. of, 0.5 mi. NE. of Sixmile Creek, at 

point of hill, on E. side of rd., in fence line; standard iron post with 

bronze cap stamped "6214 B 1909 15"_______ ______ _____ __ ___ 6, 217. 035

From Logan quadrangle at point in sec. 16, T. 11 N., R. 4 E., northeast.along 

road to laketown (by Howard Clark in 1913)

T. 11 N., R. 4 E., near center of sec. 14, at Hills ranch, on E. side of 

rd., 200 ft. N. of spring; standard iron post with bronze cap stamped 

"6979".___________________________________________________ 6, 979. 468

T. 11 N., R. 4 E., near N% cor. sec. 1, on N. side of rd., just SW. of 

large limestone rock projecting 10 ft. from N. wall of canyon; 

chiseled mark_.--_-.-___________________________________ 6, 920. 19

T. 12 N., R. 5 E., near NW. cor. sec. 29, at head of Cottonwood Canyon, in small flat 50 ft. below wall of old dam; standard iron post 

with bronze cap stamped "6786------------------------------- 6, 785. 929

T. 12 N., R. 5 E., near SE. cor. sec. 16, in Cottonwood Canyon, on 

W. side of rd., about 400 ft. SW. of small cabin, on boulder; chiseled 

mark-.-.________________________________________________ 6, 366. 64

T. 12 N., R. 5 E., near S}{ cor. sec. 10, at rd. fork, in front of dwelling 

of Morris Murphy; standard iron post with bronze cap stamped 

"6027"_____._______--------------_------------------_---.-- 6, 026. 941

T. 13 N., R. 5 E., near.EJi cor. sec. 35, 1.5 mi. W. of Laketown, 200 

ft. W. of small frame building, on S. side and 4 ft. above level of 

rd., on corner of rock ledge; chiseled mark____________-_________ 5, 956. 26

RED CREEK QUADRANGLE

[Latitude 40°00'-40°30'; longitude 110°30'-1U°00'] 

DUCHESNE AND WASATCH COUNTIES

From Hayden Peak quadrangle near Duchesne-Wasatch county line southeast 

along road and trail to upper crossing of Duchesne River near Tabiona, 

thence -along road southwest to Red Creek, thence west into Strawberry ' 

Valley quadrangle near Deep Creek (by E, W. Glafcke in' 1900)

Wolf Creek, 0.5 mi. W. of, NE. of junction of west fork, 75 ft. N. of rd.,

 in large granite boulder; standard tablet stamped "7305 S LAK"._ 7, 306. 742

Duchesne River, 0.2 mi. E. of, 100 ft. E. of bench, 200 ft. SW. of 

trail, in large granite boulder; standard tablet stamped "6988 S 

LAK"____________________________________ -__-___ ______ 6, 978. 909

Indian Farms, 4.0 mi. NW. of, 0.2 mi. E. of Duchesne River, 300 ft. 

E. of trail, at point of red cliffs, in large sandstone ledge; standard 

tablet stamped "6857 S LAK"__--____ --___-_-_ __________ 6, 858. 747

Indian Farms, 0.2 mi. S. of, 20 ft. E. of trail, 500 ft. E. of Duchesne 

River; standard iron post with bronze cap stamped "6624 S 

LAK" _ _--.__. _____ ______________________________________ 6, 625. 238

Duchesne River, 0.2 mi. E. of upper crossing of rd. to Heber, 0.2 mi. 

E. of rd. fork, 150 ft. W. of base of sandstone ridge in sagebrush 

flat, on W. end of large sandstone ledge; point on ledge "___'_____ 6, 429. 021

Duchesne River, 3.0 mi. S. of, on divide between river and Red Creek, 

on S. side of Dry Canyon, 50 ft. N. of rd., in sandstone ledge; 

standard tablet stamped "6851 S LAK"..-______________.:_ 6, 853. 287

Duchesne River, 7.5 mi. S. of, 30 ft. N. of Heber rd., on small divide, 

in sandstone ledge; standard tablet stamped "6717 S LAK"___-- 6, 719. 304

77 This point was originally marked by a standard tablet.
168 SPIRIT LEVELING IN UTAH, 1897-1938

Red Creek, 3.5 mi. NE. of, 0.8 mi. NE. of junction of rd. to Fort Duchesne and upper crossing, 250 ft. S. of rd., on E. slope of divide, in 

N. eadtof long,s'andsfone ridge; standard tablet stamped "6560 S Feet 

LAK"..-------------------____---____-___________._-__-_ 6, 562. 358

Red Creek, 1,000 ft. E. of, on S. side of rd. ascending to bench, in 

9- by 8-by T^-ftV sawdstone boulder; standard tablet stamped "6553 

S LAK" 78 _.--_----_--_____---_-_-------- -----_-------_-.-- 6, 555. 025

Red Creek, on summit of divide between Current Creek and, 1.2 mi. 

E. of Current Creek, 50 ft. N. of old trail over divide, in S. face of 

large sandstone ledge; standard tablet stamped "7104 S LAK"__ 7, 106. 241

Current Creek, on summit of divide between Deep Creek and, 10 ft. 

W. of rd., in large sandstone ledge; standard tablet stamped "7393 

S LAK".-.----------_...__..-_-.---_...._...._.._._.._.._. 7, 396. 178

Deep Creek, 100 ft. N. of, 10 ft. N. of rd., 400 ft. W. of point where rd. 

crosses Deep Creek, in large sandstone ledge; standard tablet 

'stamped "7300 S LAK"__-_ ____-----__-- ___ _--___-_ 7, 302. 036

From point near Tabiona southeast along road following Duchesne River into 

Duchesne quadrangle (by E. W. Glafcke in 1900)

Duchesne River, 3.5 mi. SE. of upper crossing of rd. to Heber, 100 

yd. N. of first ford, 60 ft. E. of rd.; standard iron post stamped 

"6268 S LAK".___________________________________________ 6,258.601

From point near Hanna east along road over Farm Creek Pass into Duchesne 

quadrangle (by H. R. Kilmer in 1923)

Farm Creek, 1.5 mi. N. of, 50 ft. E. of wooden culvert; top of section

corner stone 79___--____.__-______--_____-_________-_.____._ 6, 766. 72

Farm Creek, 3.2 mi. E. of, 4.1 mi. W. of Farm Creek Pass, 10 ft. E.

of center line of rd., on 6- by 4-ft. boulder; chiseled square.-_____ 7, 320. 28 

Farm Creek Pass, 590 ft. E. of, 10 ft. E. of telephone line, 40 ft. W.

of rd., in low boulder; standard tablet, not stamped. _.-________. 8, 812. 249

Farm Creek Pass, 2.8 mi. E. of, 200 ft. S. of rd., on boulder; chiseled

square...____________________________________________ ____ 7, 934. 10

Farm Creek Pass, 3.7 mi. E. of, 75 ft. SE. of U. S. Forest Service

ranger sta. on Ro.ck. Creek-, oiklarge>baulder; chiseled."square._-___ 7, 134. 76 

Rock Creek Bridge, 870 ft. N. of, 4.9 mi. E. of Farm Creek Pass, 40

ft. S. of junction- of' T-rd. N-W., on* boulder; standard1 tablet} notstamped--------------..---______________.___.______________ 7, 093. 565

Rock Creek Bridge, 1.1 mi. E. of, 5 ft. S. of center line of rd., on

boulder; chiseled square.__.-______-______--_...._______._.___ 7, 447. 16

Mountain Sheep Pass, 2.3 mi. E. of Rock Creek Bridge, 8.8 mi. NW.

of Mountain Home, 40 ft. S. of center line of rd., on boulder; chiseled

cross.....--..__-------__________________!__----__-....._- 7, 907. 21

From point on U. S. Highway 40 about 3 miles east of Fruitland north 2 miles 

along Red Creek (by V. S. Seward in 1936; leveled twice)

U. S. C. & G. S. standard disk stamped "N 53 1934"__ ___________ 6, 368. 380

Fruitland, 3.0 mi. E. along U. S. Highway 40, thence 1.2 mi. along 

Red Creek N. from, 30 ft. N. of telephone line running E.-W., at W. 

edge of bluff, 100 ft. E. of creek, on 6- by 5- by 4-ft. sandstone 

boulder; chiseled square.....___._._--_.______________._.___ 6, 432. 55

78 In 1936 it was reported that the head of the tablet had been broken off from the shank. 

' Township, range, and section not given.
RICHFIELD NO. 2 QUADRANGLE 169

Fruitland, 3.0 mi. E. -along U. S. Highway 40, thence 2.0 mi. along 

Red Creek N. from, 900 ft. E. of Red Creek, 15 ft. S. of abandoned rd., 

80 ft. W. of defaced tablet stamped "6553 S LAK," »° 2 ft. W. of rock 

cairn on N. side of rd., in 10- by 10- by 7-ft. boulder; standard tablet Ftet 

stamped "VS 35 1936 6548 6, 547. 930

RICHFIELD NO. 1 QUADRANGLE

MILLARD AND SEVIER COUNTIES

From Richfield No. 4 quadrangle northeast along II. S. 'High way 89 into Mount 

Terrill quadrangle (by E. E. Harris in 1931)

Richfield, 0.9 mi. SW. of, on E. side of highway at rd. sign reading 

"Entering Richfield," on NE. concrete wing wall of culvert; chiseled 

square, ___-_-------_-_-__..-_-_----------------_____---_---- 5, 296. 50

Richfield post office, 23 ft. NE. of E. entrance, 9 ft. E. of E. wall, 3 ft. 

above sidewalk on main street, 1 ft. E. of northernmost lamp post, 

in stone balustrade; standard tablet stamped "1931 H 94 5340" 

(recovered by U. S. C. & G. S. in 1934).........._....._.. ....... 5, 339. 773

Richfield, 50 ft. W. of W. entrance to Sevier County courthouse, 12 ft. 

E. of sidewalk on, main street, 8 ft. N. of .sidewalk to building, 2 ft. 

E. of iron fence, in concrete post; standard tablet stamped "1931 H 

95 5345" (recovered by U. S. C. & G. S. in 1'934)_ ^_ _ ___ 5, 345. 130

Richfield, 0.9 mi. E. of courthouse, at rd. fork, at curve to NE. in highway, in center of top of concrete head wall of culvert; chiseled 

square. ___________________________________ ____________ _ ___ 5, 297. 13

Richfield, 0.9 mi. E., thence 0.9 mi. NE. from, on SE. side of highway, 

opposite ranch house, in center of top of concrete head wall of culvert; chiseled square. ________ _-.__-_____-_______._____-___.__ 5, 289. 45

Richfield, 0.9 mi. E., thence 1.9 mi. NE. from, in SE. angle of crossroads, in center of top of concrete head wall of culvert; standard 

tablet stamped "1931 H 96 5287". _.___.,______ ... ............ 5, 287. 076

Richfield, 0.9 mi. E., thence 2.8 mi. NE. from, on SE. side of highway, 

150 It. NE. of gate in E. fence, in center ; of top /ofcconcreteiead .-wall 

,of ;.culv.er.t; ;chiseled.. square. ___________________________________ 5, 271 . 29

Richfield, 0.9 'mi. "E., -thence '3.:6 mi. 3NE..from,«onSE. -side ;ofihigbway,

in center of top of concrete head wall of culvert; chiseled square. .. 5, 256. 56

Richfield, 0.9 mi. E., thence 4.6. mi. NE. from, just N. of Cowley siding 

on Marysvale branch of Denver & Rio Grande Western R. R., 2.5 

mi. SW. of R. R. sta. at Sigurd, in NE. angle of crossroads, in center 

of top of concrete head wall of culvert; standard tablet stamped 

"1931 H 97 5248" (recovered by U. S. C. & G. S. in 1934) ...... 5, 247. 758

Reference mark, 700 ft. NE. of tablet, in center of top of E. concrete 

head wall of culvert; chiseled square. ______.__..__..__ !_______ 5,249.63

RICHFIELD NO. 2 QUADRANGLE

[Latitude- 38°45'-39?00'; l6rigitude',1120 15'-1120 30/] 

MILLARD COUNTY

From Granite Peak quadrangle northeast along U. S. Highway 91 into Scipio 

quadrangle (by E. E. Harris in 1931)

Kanosh, 3.1 mi. SW. of, 25 ft. N. of center line of old highway at summit of grade, 3 ft. S. of fence, in concrete post; standard tablet 

stamped "1931 H 132 5032" (recovered by U. S. C. & G. S. in 

1934) ... . ......... 5,032.208

" Eeference was made to this lablet in a previous entry,
170 SPIRIT LEVELING IN UTAH, 1897-1938

Kanosh, 2.2 mi. SW. of, on N. side of highway, in lower end of cedar feet 

brace, of large, corner .fence post; copper nail and-washer. _________ 4, 972. 69

Kanosh, 1.3 mi. SW. of, on S. side of highway, near wooden gate, in 

center of top of S. concrete head wall of culvert; chiseled square 

(recovered by U. S. C. & G. S. in 1934)________________________ 4, 966. 289

Kanosh, N. of Latter Day Saints Church, 71 ft. N. of center of crossroads, in SW. corner of yard of stone dwelling of G. A. George, 4 ft. 

N. and 4 ft. E. from corner of fence, 72 ft. E. of center line of highway, in concrete post; standard tablet stamped "1931 H 133 5016" 

(recovered by U. S. C. & G. S. in 1934)__.....-...__._._.'..__._ 5,015. 403

Reference mark 1, 125 ft. S. of tablet, on concrete head wall of culvert;

chiseled square._____________________________________________ 5, 014. 99

Reference mark 2, 798 ft. N. of tablet, on concrete head wall of culvert;

chiseled square.__________________________________________ ___ 5, 003. 79

Kanosh, 1.0 mi. N. of, on E. side of highway, in center of top of E. 

concrete head wall of culvert; chiseled square (recovered by U. S. C. 

& G. S. in 1934)____________-___-_______-___________-_.______ 4, 947. 483

Kanosh, 2.0 mi. N. of, on E. side of highway, in center of top of E. 

concrete head wall of culvert; chiseled square (recovered by U. S. 

C. & G. S. in 1934)_______-_______.__________________________ 4, 889. 035

Kanosh, 2.8 mi. N. of, 3.2 mi. S. of Meadow, 36 ft. W. of center line of 

highway, .133 ft. N. of junction of J-rd. W., 10 ft. N. and 1 ft. W. 

from fence, in concrete post; standard tablet stamped "1931 H 134 

4856" (recovered by U. S. C. & G. S. in 1934)__________________ 4,855.404

Reference mark, 109 ft. SE. of tablet, in center of top of E. concrete 

head wall of culvert; chiseled square (recovered by U. S. C. & G. S. 

in 1934)__--_-_----------_------_-___________,______________ 4, 856. 637

Meadow, 2.7 mi. S. of post office, on E. side of highway, at corner of 

fence, in center of top of concrete head wall of culvert; chiseled 

square (recovered by U. S. C. & G. S. in 1934) __________________ 4, 835. 683

Meadow, 1.8 mi. S. of, on. E. side of highway, at corner of fence, in 

center of top of concrete head wall of culvert; chiseled square 

(recovered by U. S. C. & G. S. in 1934)________________________ 4,821. 230

Meadow, 0.6 mi. S. of, 63 ft. E. of center line of highway, 3 ft. W. of 

fence, 100 f.t. N. of junction of T-rd. E., in concrete post; standard 

tablet stamped "1931 H 135 4822" (recovered by U. S. C. & 

G. S. in I934)_....-_______.____._______l_._. ._________ ___. 4, 822. 034

Meadow, 335 ft. N. of post office, in SE. :angle of crossroads, in center 

of top of concrete head ;wall of culvert; chiseled square (recovered 

by U. S. C. & G. S. in 1934)..________________________________ 4, 837. 543

Meadow, 0.7 mi. N. of, on SE. side of highway at curve to NE., in

center of top of concrete head wall of large culvert; chiseled square, _ 4, 828. 50 

Meadow, 1.3 mi. NE. of, 31 ft. NW. of center line of highway, 102 ft. 

E. of right angle in fence, 8 ft. SW. of telephone pole, in concrete 

post; standard tablet stamped "1931 H 136 4859" (recovered 

by U. S. C. & G. S. in 1934)__________________________________ 4, 859. 203

Meadow, 2.4 mi. NE. of, on SE. sid'e of highway, in center of top of 

concrete head wall of culvert; chiseled square (recovered by U. S. C. 

& G. S. in 1934)_____-__ .-i-__.__l.-___-.--.l -_-----_ 4, 917. 184 

Meadow, 3; 6 mi. NE. of, 4.2 mi. SW. of Fillmore, on SE. side of highway/ in center of top of E. concrete head wall of culvert; chiseled

square (recovered by U. S. C. & G. S. in 1934).................. 4,932, 680
EICHEIELD NO. 4 QUADRANGLE 171

Fillmore, 3.2 mi. SW. of Millard County courthouse, 32 ft. NW. of 

center line of highway, 20 ft. N. of junction of T-rd. W. along canal, 

6 ft. NE. of telephone pole, in concrete post; standard tablet stamped Feet 

"1931 H 137 4970" (recovered by U. S. C. & G. S. in 1934).__.. 4, 970. 193

Reference mark, 1,652 ft. SW. of tablet, in center of top of E. concrete

head wall of culvert; chiseled square.__________________________ 4, 954. 78

Fillmore, 2.1 mi. SW. of, on SE. side of highway, 400 ft. S. of angle 

pole in power line, in center of top of E. concrete head wall of 

culvert; chiseled square (recovered by U. S. C. & G. S. in 1934).... 5, 032. 710

Fillmore, 0.8 mi. SW. of, on S. side of highway at rd. sign reading 

"Entering Fillmore," in center of top of concrete head wall of 

culvert; chiseled square (recovered by U. S. C. & G. S. in 1934).... 5, 138. 034

Fillmore, at courthouse, 39 ft. E. of E. front steps, 6 in. S. of S. edge 

of sidewalk, 3 ft. W. of iron fence, in concrete post; standard tablet 

stamped "1931 H 138 5136" (recovered by TJ. S. C. & G. S. in 

1934)....-._.._...-.-.-._----.-.-.----./....-..._.-_.-_._.._ 5, 135. 295

Reference mark, 125 ft. S. of tablet, on W. edge of sidewalk; chiseled

square---'------------'-'-^----------------------------------- 5, 136. 24

Fillmore, 0.5 mi. N. of, 35 ft. W. qf center line of highway, in elbow 

of N. head wall of concrete flume; standard tablet stamped "1931 

.H 139 5084" (recovered by U. S. C. & G. S. in 1934).-------..- 5,084. 237

Reference mark, 190 ft. N. of tablet, on large red sandstone boulder;

chiseled square.-_-_____-_________-----________--_____-__-___ 5, 084. 52

Fillmore, 1.8 mi. NE. of, 460 ft. N. of power line crossing highway, in 

center of top of concrete head wall of culvert; chiseled square (recovered by U. S. C. & G. S. in 1934).__________________________ 5, 080. 308

RICHFIELD NO. 4 QUADRANGLE

[Latitude 38°30'-38°45'; longitude 112°00'-112°15'1 

raiLAKD, PIUTE, AND SEVIER COUNTIES

From Sevier quadrangle northeast along U. S. Highway 89 into Richfield No. 1 

quadrangle (by E. E. Harris in 1931)

Cove, on E. side of highway, 400 ft. NE'.'of'schoolhouse, in center of

top of concrete head wall of culvert; chiseled square...---________ 5, 548. 46

Cove, 0.7 mi. NE. of, on SE. side of highway, in center of top of 

concrete head wall of large culvert over irrigation canal; chiseled 

square._____.._________________________________-_-___-_- _,__ 5, 254. 04

Cove, 1.3 mi. NE. of, 1.4 mi. SW. of Joseph, on E. side of highway at 

summit of grade, near N. end of concrete head wall of culvert; 

chiseled square.--___________________________________________ 5, 531. 57

Joseph, 0.6 mi. SW. of, at junction of old rd., 25 ft. E. of center line 

of highway, 21 ft. W. of center line of dirt rd., 520 ft. S. of concrete 

bridge over irrigation canal, in concrete post; standard tablet 

stamped "1931 H 88 5461"___---___-___-- ________ -------- 5,461.211

Reference mark, 650 ft. S. of tablet, in center of top of E. concrete

head wall of highway culvert; chiseled square.___- __________-___ 5, 471. 58

Joseph, in NE. angle of junction of rd. E. to Monroe, in center of top

of concrete head wall of culvert; chiseled square.___--_______-.-. 5, 436. 94

Joseph, 0.4 mi. NE: of Meeting House, on E. side of curve to NE. in 

highway, in center of top of concrete head wall of large culvert over 

canal;-chiseled square__---_---_------------------_-----------' 5, 438. 36

Joseph, 1.3 mi. NE. of, 36 ft. E. of center line of highway, 150 ft. NW. 

of ranch house, 17 ft. W. of fence, in center of top of concrete head 

wall of culvert; standard tablet stamped "1931 H 89 5429"._.__ 5, 428. 767
172 SPIRIT LEVELING IN UTAH, 1897-1938

Joseph, 1.9 mi. NE. of, on SE. side of highway, 50 ft. N. of gate in

E. fence, 200 ft. SW. of apple orchard, in center of top of concrete Feet 

head wall of culvert; chiseled square.______________________ ____ 5, 418. 76

Joseph, 2.6 mi. NE. of, 3.3 mi. SW. of Elsinore, on NW. -side-of 

highway, 800 ft. SW. of summit of grade, in center of top of concrete head wall of culvert; chiseled square.-_____----___________ 5, 409. 55

Elsinore, 2.3 mi. SW. of, 61 ft. W. of center line of highway at summit of grade, 64 ft. SW. of levee, in concrete post; standard tablet 

stamped "1931 H 90 5436".__________________________________ 5, 435. 953

Reference mark, 1,350 ft. S. of tablet, on SW. concrete abutment of

bridge over irrigation canal; chiseled square____________________ 5, 406. 84

Elsinore, 1.6 mi. SW. of, on N. side of highway, at junction of old 

rd., in center of top of concrete head wall of culvert; chiseled 

square-.-..---------------- - ---- _..___.___ 5,349. 39

Elsinore, 0.9 mi. SW. of, on SE. side of highway near summit of 

grade, in center of top of concrete head wall of culvert; chiseled 

square-----------------------------------------------:. 5, 408. 45

Elsinore, 33 ft. NW. of NW. corner of Meeting House at crossroads, 

56 ft. S. of center line of highway, 52 ft. E. of center of crossroads, 

7 ft. S. and 3 ft. E. from corner fence post, in concrete post; standard tablet stamped "1931 H 91 5343"- _ ___ _____________ 5, 342. 267

Reference mark, 110 ft. NW. of tablet, in center of top of concrete

head wall of culvert; chiseled square-------_---_-__--____-___- 5,342. 17

Elsinore, 0.9 mi. E. of, 200 ft. W. of R. R. crossing, on S. side of 

highway, in center of top of concrete head wall of culvert; chiseled 

square--.--.-------------- _-____-________:-___.______-_- 5, 338. 97

Elsinore, 1.5 mi. E. of, 1.9 mi. SW. of Central, on N. side of curve to 

N. in highway, at junction of dirt rd. S. to Monroe, in center.of 

top of concrete head wall of culvert; .chiseled square_--________. 5, 324. 66

Central, 1.0 mi. SW. of, on E. side of highway, at junction of farm 

rd. NW., opposite gate in E.. fence, in center of top of concrete 

head wall of culvert; chiseled square______________-________-__ 5,317.39

Central, 0.6 mi. SW. of, 39 ft. E. -of center line of highway, 72 ft. 

N. of gate, 1 ft. E. of-fence, 20 ft. S. of;edge of ditch, in concrete 

post; standard tablet stamped "1931 H 92 5312"______________ 5, 311. 749

Central, 300 ft. SE. of Meeting House, on E. side of curve in high- 

. way, just S. of rd. fork, in center of top of concrete head wall of 

culvert; chiseled square-___--_---__--_------__-______-____^___ 5, 297. 13

Central, 0.7 mi. N. of, on E. side of highway, at rd. sign reading 

"Entering Central," in center of top of concrete head wall of 

culvert; chiseled square___^__________-_-____-_______________ 5, 298. 13

Central, 1.4 mi. N. of, on W. side of highway, 200 ft. S. of R. R. 

crossing, 130 ft. N. of junction of T-rd. E., in center of top of 

concrete head wall of culvert; chiseled square._____________^___ 5,293. 47

Central, 2.2 mi. N. of, 2.7- mi. SW. of Richfield, 39 ft. W. of center 

line of highway, near S. side of airport, 19 ft. 'N. and 1 ft.'W. 

from fence, in concrete post; standard tablet stamped "1931 H 93 

5280"_-__-___--___-_______________________________________ 5,280.012

Richfield, 1.7 mi. SW. of, on SE. side of curve in highway at rd. 

junction, in center at base of parapet wall of concrete bridge over 

wash; chiseled square. --------------------------------------- 5, 301. 06
SPIRIT-LEVELING IN UTAH, 1897-1938 173

SALERATUS PASS QUADRANGLE 61

[Latitude 41°00'-41°30'; longitude 111°00'-JH°30'] 

CACHE, MORGAN, RICH, SUMMIT, AND WEBER COUNTIES

From point on Utah-Wyoming State line about 14 miles southwest of Evanston, 

Wyo., northwest and northeast 4 miles along road by way of Yellow Creek 

and back into Wyoming (by E. 0. Hills in 1898)

Eyanston, 13.5 jni.,SW. of, 100 ft. S.,of rd. junction, 200 yd. W. of

sheep bridge and ford across Yellow Creek, 5 ft. rfrom wagon rd.; feet 

standard iron post with bronze cap stamped "7009 EVAN"..._ 7, 010. 939

Yellow Creek, at ford at S. entrance to Hobson and Wright's ranch; 

surface of water June.28, 1898.--.__-..--._-_.____......... 6, 927. 5

Evanston, 10.2'mi. SW.\of, 0.5 mi. W. of S. group of Needle Rocks, 

20 ft. NW. of NW. corner of Wright ranch house, W. of Yellow 

Creek; standard iron post with bronze cap stamped "6892 EVAN"_ 6, 893. 675

From Randolph quadrangle near Woodruff southeast along approximate 

route of present State Highway 3 to Utah-Wyoming State line (by I. F. Biggs 

in 1909)

Woodruff, 3.8 mi. SE. of, at junction of rd. S., in NE. corner of 

field, at E. end of lane; standard iron post with bronze cap stamped

' '"'6365 B 1909 5"_ -'- _--- - .---- - --_---'---__ 6, 307. 843

Woodruff, 6.9 mi. SE. of, 2.0 mi. N. of small Jake, on summit of hill, 

on E. side of rd.; standard iron post with bronze cap stamped 

"6353 B 1909 6" (recovered by U. S. C. & G. S. in 1934)........ 6, 356. 244

Woodruff, 8.9,mi. SE. of, -)L50 ft. E. of small lake, opposite rocky, 

point, on boulder; chiseled mark--______-_______,____.__._____ 6,443.04

Woodruff, 9.6 mi. SE. of, 150 ft. S. of junction of rd. E., 1.0 mi. S. 

of lake, 50 ft. W. of rd.; standard iron post with bronze cap stamped 

"6464 B 1909 7"........_ - -- ....-..._-....._.. 6,466.816

SALTAIR QUADRANGLE

[Latitude 40°30'-41°00'; longitude 112°00'-112°30'1 

SAIT LAKE, DAVIS, AND TOOELE COUNTIES

From Fort Douglas No. 3 quadrangle at point in sec. 31, T. 3 S., R. 1 W., west 

and southwest along roads to point 2 miles southwest of Herriman (by Roscoe 

Reeves in 1915)

Herriman, in NE. corner of Latter Day Saints Church lot; standard

iron post with bronze cap stamped "4931"-___-.__--____________ 4, 931. 236

From Tooele northwest along roads to Grantsville, thence northeast along 

Lincoln Highway to point 1 mile north of Morris (by Roscoe Reeves in 

1915)

U. S. C. & G. S. standard disk designated "P 2"__________________ 4,829. 551

Tooele, 5.0 mi. NW. of, 4.0 mi. SE. of Grantsville, opposite milestone 

reading "Tooele 5 mi.," on N. side of rd., 100 ft. E. of telephone 

pole; standard iron post with bronze cap stamped "4488"._______ 4, 488. 348

Grantsville, 1.1 mi. SE. of, 550 ft. W. of angle in fence line, 150 ft. 

W. of concrete culvert, on N. side of rd.; standard iron post with 

bronze cap stamped "4320"..........1........_.____..__....__ 4, 320. 053

81 A narrow strip of territory along the east boundary of this quadrangle lies in Wyoming. 

127289 40 12
174 SPIRIT LEVELING UST UTAH, 1897-1938

Grantsville, one block E. of Stockton rd., on S. side of southernmost feet 

street of town, in poplar tree; spike.-,.-----____________________ 4, 302. 42

Grantsville, one block S. of Lincoln Highway, on Stockton rd., in 

NE. angle of crossroads, on concrete culvert over E.-W. irrigation 

ditch; chiseled square-____-___-___---__-_-_-_-_-____-___-___- 4, 310. 71

Grantsville, 0.8 mi. E. of. post office at, 80 ft. .W. of junction of rd. S. 

to Stockton, on S. side of Lincoln Highway, 1 ft. N. of fence line; 

standard iron post with bronze cap stamped "4292" (recovered in 

1922)__._.____.._____..__._______.__.___.______.__..__.__.. 4, 291. 617

Grantsville, 4.5 mi. NE. of, 1,300 ft. E. of crossing of Western Pacific 

R. R./50 ft. W. of junction of second-class rd. S., on S. side of. highway," opposite \barn and corral; standard iron post with bronze cap 

stamped "4287" (recovered in 1922)___________________________ 4, 287. 079

Grantsville, 7.2 mi. NE. of, at angle in highway, opposite telephone 

pole 1216; standard iron post with bronze cap stamped "4263" 

(recovered in 1922)..__-.__-_..-__.-__.___....__..__..__..__. 4, 263. 241

Grantsville, 9.2 mi. NE. of, 3.2 mi. SW. of Lake Point post office, on 

N. side of highway, 40 ft. E. of telephone pole 1149; standard iron 

post with bronze cap stamped "4263" (recovered in 1922)__.____ 4, 262. 901

Lake Point post office (discontinued), on W. side of yard gate, on top

of milestone reading "Salt Lake 25 mi."; chiseled-squa~re_ ________ 4, 267. 82

U. S. C. & G. S. copper bolt designated ."K-2"__,________________ 4, 345. 093

From point 3.5 miles west of Buena Vista south along roads to Herriman (by 

Roscoe Reeves in 1915) v v

U. S. C. &_G.^S. iron post with standard cap designated "A 2" 82 _-.:- 4, 229. 040

Whittier School, 0.5 mi. E. of, near SW. cor. sec. 25,'T. 1 S., R. 2 W., 

in NE. angle of crossroads; standard iron post with bronze cap 

stamped "4291"-_._.______________-.___._..__..__.__._ ...._ 4, 290. 687

Whittier School, 0.5 mi. E., thence 3.4 mi. S. from, 1.7 mi. W. and 4.1 

mi. N. from Welby, near E. side NE# sec. 14, T. 2 S., R. 2 W., at 

top of long grade into Salt Lake Valley, on W. side of rd.; standard iron post with bronze cap stamped "4820"____--__-..__.____ 4, 820. 521

Welby, 1.7 mi. W. and 1.8 mi. N. from, near E. side SE% sec. 26, T. 

. 2 S., R. 2 W., 0.4 mi. N. of crossroads, at junction of T-rd. E., on 

W. side of rd., near corner fence post; standard iron post with 

bronze cap stamped "4812"___________________________________' 4, 812. 660

Welby, about 3 mi. SW. of, 3.5 mi. NE. of Herriman, 7 poles E. of 

switch of Denver & Rio Grande Western R. R., on N. right-ofway line, 60 .ft. E. of telephone pole 293; standard iron post with , . ; 

bronze cap stamped "4905"____-- r __-----___--_-_--__---.--..- 4, 904. 857

From lake Point to Great Salt Lake (by Roscoe Reeves in 1915; double-run spur 

line)

U. S. C. & G. S. B. M. designated "I 2"_____.______-_--_-.--.-- 4, 240. 349

Lake Point, N. of Union Pacific R. R. sta., 50 ft. S. of shore of Great

Salt Lake, in 4- by 2-ft. sloping rock in place and extending 10 in.

above ground at SW. edge; standard tablet stamped "4209".------ 4, 209. 417

Great Salt Lake; surface of water Sept. 10, 1915 :_ _.._.__.....1- 4, 201. 6

M The center of the cap has been indented, and a deduction of 0.030 ft. should therefore be made in the 

figures of elevation given for this benchmark.
. ; . SALTAIR QUADRANGLE- 175

From Garfleld northeast along Union Pacific Railroad into Fort Douglas No. 2 

quadrangle at.point 1.6 miles southwest of Buena Vista.(by E. E. Harris in 

' 192« - ' \ ' " ' Feet

U. S. C. & G. S. standard disk designated "E 2"__............... 4, 23& 919

Garfield, opposite W. end of Union Pacific R. R. sta.; top of rail____ 4, 224. 8

Garfield, 0.7 mi. NE. of sta., near W. side SW% sec'. 11, T. 1 S., R. 3 W., 

10 ft. S. of track, on NW. corner of concrete foundation of semaphore 76-88; chiseled square.._._-__!_._____.._.___._._.______ 4, 222. 32

Garfield, 1.7 mi. NE. of sta., in NE>4 sec. 11, T. 1 S., R. 3 W., 900 ft. 

W. of big curve, 10 ft. N. of track, at milepost 770, on SE. corner 

of concrete foundation of semaphore 76-99; chiseled square-.-.-.. 4, 220. 05

Garfield, 2.5 mi. NE. of sta., 2.8 mi. W. of Riter, near N% cor. sec. . 

12, T. 1 S., R. 3 W., 880 ft- E. of semaphore 77-06, 10 ft. S. of 

track, in center of top of concrete wall of large culvert; standard 

tablet stamped "1922 H 24".__-____-_-___,__-__.__.-._.._.___ 4, 214. 098

Reference mark, 19 ft. N. of tablet, in center of top of concrete wall of 

large culvert; chiseled square.________________________________ 4, 213. 87

Riter, 1.8 mi. W. of, 550 ft. S. of Ntf cor. sec. 7, T. 1 S., R. 2 W., 

1,500 ft. W. of milepost 772, 10 ft. N. of track, on SW. corner of 

concrete foundation of semaphore 77-17; chiseled square,________ 4,.216. 43

Riter, 1.2 mi. W. of, in NWX sec. 8, T. 1 S., R. 2 W., 1,540 ft. E. of 

milepost 772, 10 ft. S. of track, on NW. corner of concrete foundation of semaphore; chiseled square__-__________________________ 4, 216. 66

Riter, in front of sta. sign; top of rail of main-line track...-._______ 4, 219. 9

Riter, about 500 ft. SW. of sta., in NWJ4 sec. 9, T. 1 S., R. 2 W., 150 

ft. S. of R. R. right-of-way, 130 ft. SW. of section house, on edge 

of high ground; standard iron post with bronze cap stamped "1922 

H 25" --------------------------------------- ------------ 4,218. 306

Reference mark, 242 ft. N.45°W. of post, 10 ft. N, of track, on SW.

corner of concrete foundation of semaphore 77-33; chiseled square. _ 4, 219. 57

Riter, 0.5 mi. E. of, in NE# sec. 9, T. 1 S., R. 2 W., 10 ft. S. of track, 

on NW. corner of concrete foundation of semaphore 77-40; chiseled 

square_________________________________________________ '. ... 4, 220. 81

Riter, 1.6 mi. E. of, near W. side NW# sec. 11, T. 1 S., R. 2 W., 850 ft. 

E. of milepost 775, 10 ft. N. of track, on SW. corner of concrete 

foundation of semaphore 77-49; chiseled square. ________________ 4, 225. 75

Riter, 2.2 mi. E. of, in NE^ sec. 11, T. 1 S., R. 2 W., near point where 

Western Pacific R. R. swings to NE., 1,370 ft. W. of milepost 776, 

10 "ft. S. of track, on NW. corner of concrete foundation of semaphore 77-56; chiseled square._________________________________ 4, 233. 01

.Riter, 3.2 mi. E. of, 2.4 mi. .SW. of Buena Vista, in NE# sec. 12, 

T. 1 S., R. 2 W., at W. end of tangent, 10 ft. N. of track, in center" 

of top of concrete wall of large culvert; standard tablet stamped . 

"1922 H 26"__--_-----._--,_-..._...-_-_...-.--__.-._...__,4, 239. 612

Reference mark, 29 ft. S. of tablet, in W. end of concrete culvert;

chiseled square.....-.._._.__..-.._.____.._.-._....---------- 4, 238. 63

From Garfield along roads southeast to Magna, thence generally east and 

south into Fort Douglas No. 3 quadrangle (by E. E. Harris in 1922; partly 

leveled twice)

Garfield, near E. limits of, in sec. 23, T. 1 S., R. 3 W., 40 ft. W. of rd. 

junction, on S. side of rd., 40 ft. E. of small store, 5 ft. N. of corner 

fence post, on rock outcrop; chiseled square___________________ 4, 329. 48
176 SPIRIT LEVELING IF UTAH, 1897-1938

Arthur, near E. limits of, 0.5 mi. N., thence 1.6 mi. W. from Magna,

near E. side SE# sec. 23, T. 1 S., R. 3 W., 30 ft. SW. of R. R. cross- feet 

ing, on S. side of rd., on round boulder; chiseled square.- _________ 4, 414. 58

Magna, 0.5 mi. N., thence 0.6 mi. W. from, near E. side sec. 24, 

T. 1 S., R. 3 W., on W. side of rd. at summit of steep grade, on large 

boulder; chiseled square._____________________________________ 4, 336. 15

Magna, 0.5 mi. N. of, near center of sec. 19, T. .1 'S., R. 2 W., 150 ft. 

W. of junction of rd. S., at new concrete bridge over creek, in.E. 

face of N. parapet wall; standard'tablet'set vertically an.d stamped 

"1922 H 28".----_---__,--___--____-.--_-__-_-----____-____ 4,238. 3<10

Reference mark, 25 ft. S. of tablet, on E. end of S. wall of bridge;

chiseled square._________________________________ ____._____.__ 4, 239. 96

Magna, near W. limits of, on S. side of E.-W. street just S. of schoolhouse, on curb; chiseled square.,._____________________________ 4, 277. 79

Magna, near E. limits of, 0.5 mi. NW. of junction of Eightieth West 

Street, Salt Lake City, N. of S% cor. sec. 20, T. 1 S., R. 2 W., in 

NW. angle of junction of T-rd. S., in center of S. side of concrete 

box culvert; chiseled square__----_-__-__---__--__--___--._____ 4, 262. 21

Salt Lake City, in NW. angle of junction of rd. from Magna and

Eightieth West Street, on rock outcrop; chiseled square__________ 4, 264. 13

SaltvLake City, in »NE.-angle, of .intersection of Thirty-fifth South and 

Eightieth West Streets, in center of top of. concrete wall of large 

culvert; chiseled sqiiare--_-__---__---__----_---__--___________ 4, 393. 13

Salt Lake City, in NW. angle of intersection of Thirty-fifth South and 

Seventy-second West Streets, in center of top of concrete wall of 

culvert; standard tablet stamped "1922 H 29"_-_.-._-..___--._ 4,328.558

Reference mark, 38 ft. S. of tablet, in center of top of concrete wall of

culvert; chiseled square_--___-_--_--_-__------____-___-__-_-__ 4, 329. 19

Salt Lake City, in NW. angle of intersection of Thirty-fifth South and 

Sixty-fourth West Streets, on top of concrete wall of culvert; 

chiseled square._____________________________________________ 4, 317. 56

Salt Lake City, on N. side of Thirty-fifth South Street at junction of 

Sixtieth West Street, on top of concrete wpll of large culvert; 

chiseled square..;______________________________..___..___._____ 4, 307."80

Salt Lake -Gity, in NE. -angle of intersection of Thirty-fifth'South-and 

Fifty-sixth West Streets, on E. end of concrete culvert; chiseled 

square.--___---_-__-----_ _---_--_-_--_____-___-___________ 4, 291. 14

Salt Lake City, at intersection of Thirty-fifth South and Fifty-second 

West Streets, at quarter corner between sees. 25 and 36, T. 1 S., 

R; 2 W., on brass plate leaded in center of intersection; chiseled 

square._----------------------------------_---------------_ 4,284.92

Salt Lake City, in SW. angle of intersection of Thirty-fifth South and 

Forty-eighth West Streets, in center of large concrete culvert; 

standard tablet stamped "1922 H 30------------------------- 4,276.188

Reference mark, 36 ft. N.45°E. of tablet, in center of intersection, at 

cor. sees. 25, 30, 31, and 36, T. 1 S., Rs. 1 and 2 W., on brass plate; 

chiseled square.____-_-_-___-_________.____._.____--_-------- 4, 275. 79

Salt Lake City, in NE. angle of intersection of Forty-eighth West 

Street and E.-W. rd. 1.0 mi. S. of Thirty-fifth South Street, in 

center of top of concrete wall of culvert; chiseled square.--------- 4, 402. 70
SALTA1E QUADRANGLE 177

From Fort Douglas No. 2 quadrangle west along Saltair Speedway to northwest corner of sec. 36, T. 1 N., R. 3 W., thence southwest and southeast to 

Garfleld (by E. E. Harris in 1922)

T: I W., R. 2 W., sec. 25, 74;0'ft. N.-of junction of rd. N., 150 ft. E.

of rd., 2 ft'. S'. of lone cottonwood tree; standard iron post with Feet 

bcoiize cap. stamped "1922. H 43" __:__._..._._.___.._._._.... 4,224.535

Reference mark, 4 ft. N. of post, in root on N. side of tree; copper 

nail and washer.____________________________________________ 4, 224. 39

T. 1 N., R. 2 W., near N% cor. sec. 35, in SE. angle of junction of 

second-class rd. S., 50 ft. S. of center line of highway, in angle in 

fence line, 10 ft. from each fence; standard iron post with bronze 

cap stamped "1922 H 36"._._._-...._.____.._._...._...._._. 4,219.976

Reference mark, 120ft. N.20°W. of post, on stone (probably quarter

corner stone); chiseled square.________________________________ 4, 219. 42

T. 1 N., R. 2 W.,.near S.-side SW# sec. 26, on N. side of highway, on

top of drain pipe; chiseled square-..---.J____--_____-__________ 4, 214. 16

T. 1 N., R. 2 W., near S. side SE^ sec. 28, on N. side o'f highway, in

NW. corner of box culvert; copper nail and waslieT_.____________ 4, 218. 34

T. 1 N., R. 2.W., near SW. cor. sec. 28, 50 ft. N. and 30 ft. E. from 

junction of rd. N. through gate to Epperson ranch, in angle in.fence 

line, ,7 ft. from each fence; standard iron >post with bronze cap 

stamped "1922 H 37"____-.___-.___.________________________ 4, 218. 447

T. 1 N., R. 2 W., SW. cor. sec. 29, 60 ft. N. of center line of highway 

at T-angle in fence line,. 30 ft. N. of E.-W. fence and on E. side of 

fence N., on stone (probably section corner stone); chiseled square.. 4, 215. 50

T. 1 N., R. 3 W., near S. side SE% sec. 25, on N. side of highway, in

NW. corner of box culvert; copper nail and washer..________-_-_ 4, 208. 45

T. 1 N., R. 3 W., near S. side SW% sec. 25, on N. side of highway, in

NE. corner of box culvert; copper nail and washer____._________ 4, 207. 04

T. 1 N., R. 3 W., near SE. cor. sec. 26, 80 ft. NW. of turn in highway 

from W. to S., 50 ft. N. of canal, in concrete post; standard tablet 

stamped "1922 H 38" -.____.- ...-_-...__--.-.__.._ 4, 208. 192

Reference mark, 88 ft. S.20°E. of tablet, in SE. corner of bridge over

canal; copper nail and. was,her_________________________________ 4, 207. 17

T. IN-., R. 3 W., near E. side NEJ4 sec. 3:5, at NW. corner of bridge

over stream, in top of pillar support; copper nail and washer..---- 4, 207. 94

T. 1 N., R. 3 W., near S. side SW% sec. 35, on W. side of highway, 30 

ft. N. of crossing of Salt Lake, Garfield, & Western Ry. (Electric), on 

top of concrete parapet wall of bridge over stream; chiseled square. 4, 216. 43

T. 1 S., R. 3 W., NEtf sec. 3, 1,100 ft. S. of R. R. crossing, W. of salt 

works, on W. side of highway, in center of top of concrete parapet

 wall of bridge over stream; standard tablet stamped "1922 H 39"_. 4, 216. 267

Reference mark, 27 ft. N.70°E. of tablet, on N. end of E. parapet

wall of bridge; chiseled square...--____________________________ 4, 215. 96

T. 1 S., R. 3 W., SEJ4 sec. 3, on E. side of highway at curve, in SE.

corner of wooden bridge over canal; copper nail and washer. _____ 4, 214. 06

T. 1 S., R. 3 W., sec. 16, 0.8 mi. W. of Garfield, 30 ft. N. and 40 ft. W. 

from junction of Saltair and Garfield rds., on large boulder; chiseled 

square-____-_-_____--_.__---.-_-___________________ 4, 239. 04
178 SPIRIT LEVELING IN UTAH, 1897-1938

From northwest corner sec. 36, T. 1 N., R. 2 W.,- along roads generally northwest 

, and west to sec. 12-, T. IN., R. 3 W.', thence southeast to sec. 17, T. 1 N., 

R. 2 W., thence south to Saltair Speedway (by E. E. Harris in 1922)

T. 1 N., R. 2 W., about 800 ft. E. of Wtf cor-, sec. 23, in NE. corner of Feet 

bridge over irrigation canal; copper nail and washer______._______ 4, 221. 22

T. 1 N., R. 2 W., NW# sec. 23, 3.1 mi. S. of Utah Gun Club, 4.9 mi.- 

SE. of Young ranch house, 70 ft. NW. of Y-rd. fork, 25 ft. from each 

rd.; standard iron post with bronze cap stamped "1922 H 44"___ 4, 218. 480

T. 1 N., R. 2 W., NW*4 sec. 16, 2.8 mi. SE. of Young ranch house, 100 

ft. NW. of Y-rd. fork, 25 ft. from each rd.; standard iron post with 

bronze cap stamped "1922 H 45"--_----'-__--:_-__ r ---_--_--_- 4, 212. 890

T. 1 N., R. 3 W., sec. 12, 3 ft. SW. of SW. corner of Young ranch house,

in concrete .post; standard tablet stamped "1922 H 46"- ________ 4, 210. 467

Reference mark, 28 ft. S.80°E. of tablet, at base of SE. corner of house, 

in end of cross-beam; spike________________________________ . __ 4, 209. 36

T. 1 N., R. 2 W., near E% cor. sec. 20, 1.4 mi. N. of Epperson ranch 

house, 100 ft. N. of rd. fork, 25 ft. from each rd.; standard iron post 

with bronze cap stamped "1922 H 47"_____-....-.-..--._-_-_-- 4, 216. 247

From point in seo. 23, T. 1 N., R. 2 W., along roads north and northeast to Utah 

Gun Club (by E. E. Harris in 1922; double-run spur line)

T. 1 N., R. 2 W., E. of center of sec. 11, 0.8 mi. S. of Utah Gun Club, at 

SE. corner of bridge over slough, in end of cross-beam; copper nail 

and washer.___________!____________________________________ 4, 210. 67

T. 2 N., R. 2 W., sec. 2, on W. side of rd., 3 ft. E. of SE. corner of Utah 

,Gun Club; standard iron post with bronze cap stamped "1922 H 

48".--1_--_______________J_________________________________ 4, 211. 548

Reference mark, 22 ft. S.70°W. of post, in SW. corner of Gun Club; 

spike.-----..--_-..-._-_.----------------------_--.--.---.-- 4, 213. 02

From point in sec. 35, T. 1 N., R. 3 W., northwest along highway to Saltair (by 

E. E. Harris in 1922; double-run spur line)

Saltair, at entrance to, 26 ft. N. of ticket office, 2 ft. S. of R. R. track,

2 ft. NW. of post support to arch gate, on corner of stone block;

'chiseled square.--_-____-______________________________________ 4, 210. 31

Saltair, at S. end of doorway to brick office building built on and over

concrete cistern, in concrete step; standard tablet stamped "1922

H 49"..___.___.___._..___j___:_______._____________________ 4,211. 722

Reference mark, 73 ft. S.70°W. of tablet, at SE. corner of steps at N.

entrance to dance hall, in center of concrete block; chiseled square. 4, 211. 15 

Saltair, at 11.5-ft.-mark (top) of U. S. Weather Bureau-lake ,gage;

copper nail and washer._1___________________________.________ 4, 208. 37

Great Salt Lake; zero mark on gage ______-------_'----------_---- 4, 196. 9 

Great Salt Lake; surface of water at 9 a.m. Sept. 7, 1922, at 6.5-ft.

mark on gage.______________-____-_----__------------------- 4, 203. 4

' From point 4.5 miles northeast of Grantsville northwest along Western Pacific 

Railroad to see. 9, T. 2 S., R. 5 W., thence west across country into Dunstein 

quadrangle (by E. E. Harris in 1922) ' '

T. 2 S., R. 5 W., sec. 21, 2.4 mi. N. of Lincoln Highway, on W. side of 

track, 12 ft. W. of jog in right-of-way fence-; standard iron post with 

bronze cap stamped "1922 H 50"-_____-__---_--_-__-_______._ 4, 223. 511

T. 2 S., R. 5 W., sec. 7, 4.5 mi. N. of Grantsville, 50 ft. E. of center line 

of main rd. N., 20 ft. N. of center line of T-rd. E., in angle in fence 

line, 10 ft. from each fence; standard iron post with bronze cap 

stamped "1922 H 51" _________________.. _____._._____.__ 4, 220. 828
SALT AIR QUADRANGLE - 179

From Dunstein quadrangle at point about 3 miles northwest of Orantsville 

southeast along Lincoln Highway to point 0.8 mile east of Orantsville (by 

E. E. Harris in 1922) ' . '

Grantsville, 2.8 mi. NW. of post office, in sec. 26, T. 2 S., R. 6 W.,

on W. side of highway, in center of top of concrete wall of culvert; Feet 

chiseled square.-l___--_---_---_--__-_____-_-____-_--_-_.-___ 4, 297. 46

Grantsville, 2.2 mi. NW. of, in sec. 26, T. 2 S., R. 6 W., on W. side 

of highway, in center of top of concrete wall of culvert; chiseled 

square...____....__.._._._...__.________._._._.___._._..___ 4,305. 35

Grantsville, 1.9 mi. NW. of, in sec. 26, T. 2 S., R. 6 W., on W. side 

of highway, in center of top of concrete wall of culvert; chiseled 

square. __-_--- -----------------_------------.------------ 4, 322. 94

Grantsviile, 1.5 mi. NW. of, in sec. 36, T. 2 S., R. 6 W., on E.'side 

of highway, 1,600 ft. N. of curve, in center of top of concrete wall 

of culvert; chiseled square.__._______.________________.-___'____ 4, 339. 77

Grantsville, 1.2 mi. NW. of, in sec. 36, T. 2 S.^ R. 6 W., in center 

of grassy triangle formed by rd. forks; standard iron post with 

bronze cap stamped "1922 H 54".___._^__.._.._.__..._._.._.. 4,344.812

Reference mark, 20 ft.'S.70°E. of post, on stone (probably section 

corner stone); chiseled square..__________-__________-----___-_ 4, 344. 62

Grantsville, 0.5 mi. W. of, in SW. angle of crossroads, on NE. corner 

of large concrete block forming part of sidewalk over irrigation 

ditch; chiseled square._______________________________________ 4, 334. 35

Grantsville. in SE. angle of intersection of Main and High Streets,

. opposite post office, in center of top of concrete wall of culvert; 

chiseled square..___._._..___.___..____.__.________-.---.____ 4, 303! 82

From point 0.5 mile west of Orantsville southwest along St. John road to sec. 

14, T. 3 S., R. 6 W., thence east across country to sec. 21, T. 3 S., R. 5 W., 

thence north to point 1.1 miles southeast of Orantsville (by E. E. Harris in 

1922; most of this line was leveled twice)

Grantsville, 0.5 mi. W., thence 0.8 mi. SW. from post office, in sec. 

1, T. 3 S., R. 6 W., on N. side of rd. 300 ft. W. of sharp turn, on 

E. end of concrete culvert; chiseled square.-_________------.___ 4, 425. 06

Grantsville, 0.5 mi. W., thence 1.7 mi. SW. from, in sec. 1, T. 3 S., 

R. 6 W., 40 ft. W. of'center line of rd., on N. bank of drain near 

cairn, in top of 2- by 4-in. hub cemented flush with ground; copper 

nail and washer.____________________________________________ 4, 544. 14

Grantsville, 0.5 mi. W., thence 3.4 mi. SW. from, 150 ft. S. of junction 

of cut-off rd. SE., on E. side of rd.; standard iron post with bronze 

cap stamped "1922 H 56"_ ___:.__.. ..........__........__.. 4,801.801

Reference mark, 75 ft. S. of post, in top of 2- by 4-in. hub cemented

in ground; copper nail and washer.___________________________ 4,802.80

T. 3 S., R. 6 W., sec. 13, about 200 ft. N. of point where rd. crosses - 

drain, 40 ft. E. of rd., on top of 6-in. pipe extending 2 ft. above 

ground; chiseled square.....---_______-_-_--___.--_-------_-__ 4, 705. 00

T. 3 S., R. 5 W., SWM sec. 17, about 4 mi. along Stockton rd. 

S. of Grantsville, 50 ft. W. of center line of rd., in concrete post; 

standard tablet stamped "1922 H .57".----.------.------------ 4,543.532

Reference mark, 66 ft. N.20°W. of tablet, on top of stone (section 

corner stone or milestone); chiseled square._____ ________________ 4, 543. 08

T. 3 S., R. 5 W., sec. 21, 3.2 mi. S. of Tooele-Grantsville rd., 430 

ft. E. of rd., on highest point of sand ridge;' standard iron post 

with bronze cap stamped "1922 H 58"._....._.___.-.-..--._. 4,534.087
SPIRIT LEVELING IN UTAH, 1897-1938

From point 7.2 miles northeast of Grantsville northeast along Lincoln Highway 

to sec. 11, T. 2 S., R. 4 W., thence northeast along Union Pacific Railroad to 

sec. 1, T. 2 S., R. 4 W., thence west and southwest across country to sec: 7, 

T. 2 S., R. 4 W., thence south to initial point (by E. E. Harris in 1922)

Grantsville, 10.0 mi. NE. of, on N. side of rd. opposite Bonneville

Flour & Grain Mill, 30 ft. E. of wooden bridge, in center of top Feet 

of concrete wall of culvert; chiseled square.__-----_____________ 4, 261. 80

Morris, 1.5 mi. S. of, in sec. 11, T. 2 S., R. 4 W., 40 ft. N. and 60 ft. 

E. from crossing of'dirt rd. and Union Pacific R. R., opposite 

milepost 759, in concrete post; standard tablet stamped "1922 

H 59"-----_-_--_____----___---__-___---____---_.____------ 4,445. 100

Reference mark, 61 ft. S.80°W. of tablet, on large boulder; chiseled

square_-_------------_------_------__------_----_-__--_____ 4, 446. 41

Morris, 200 ft. S. of sta., 130 ft. N.. of grade crossing, 40 ft. N. of 

scales, 100 ft. E. of main-line track, on S. end of long sandstone 

boulder; chiseled square.__--_-_---__-__---____---_-_-_-______ 4, 386. 48

Morris, in front of sta. sign; top of rail of main-line track__________ 4, 384. 3

Morris, 0; 6 mi. N. of, in sec. 1.. T. 2 S., R..4 W., 200 ft. N. of grade 

crossing, 15 ft. E. of track, opposite milepost 761, in center of top 

of concrete wall of large culvert; chiseled square----______----_- 4, 359. 17

Lake Point School, 0.2 mi. E. of, in sec. 1, T. 2 S., R. 4 W., in NW.

angle of junction of T-rd. W., on large boulder; chiseled square. _ 4, 278. 56

Lake Point School, 0.2 mi. W. of, in sec. 2, T. 2 S., R. 4 W., at turn 

to S. in Lincoln Highway, on N. side of E.-W. rd. and in line 

with rd. S., 1 ft. N. of fence line; standard iron post with bronze 

cap stamped "1922 H 60"_________________________________ 4,241.441

T. 2 S., R. 4 W., sec. 8, 2.1 mi. SW. of old salt works, about 1,000 

ft. E. of stream crossing, 50 ft. N. of rd.; standard iron post with 

bronze cap stamped "1922 H 61"__________:._____________ 4,216.936

Reference mark, 106 ft. S.70°W. of post, in top of 2- by 4-in. hub

cemented in ground; copper nail and washer.___________________ 4, 215. 98

T. 2 S., R. 4 W., sec. 19, 0.9 mi. N. of Lincoln Highway, 30 ft. W. 

of rd., near slab set in place, in top of 2- by 4-in. hub cemented 

in ground; copper nail and washer.____________________________ 4, 233. 48

From point 7.2 miles northeast of. Grantsville generally south along .roads 

to sec. 17, T. 3 S., R. 4 W., thence east to Shields (by E. E. Harris in 1922)

T. 2 S., R. 4 W., near W% cor. sec. 32, in SE. angle of crossroads, 

in angle in fence line and 5 ft. from each fence; standard iron 

post with bronze cap stamped "1922 H 62"______-____________ 4, 353. 781

Reference mark, 67 ft. N.60°W. of post, on top of concrete wall

of culvert; chiseled square.___________________________________ 4, 353. 68

T. 3 S., R. 4 W., near SW. cor. sec. 8, in NE. angle of junction of

T-rd. E., in concrete post; standard tablet stamped "1922 H 63". 4, 620. 089

T. 3 S., R. 4 W., near SW. cor. sec. 9, in NE. angle of crossroads, on

large boulder; chiseled square-____________--__----___--------- 4, 672. 90

U. S. C. & G. S. iron post with standard cap designated "0 2" ... 4, 720. 384

From point in sec. 32, T. 2 S., R. 4 W., east along roads to point 2 miles west of 

Erda (by E. E. Harris in 1922)

T. 2 S., R. 4 W., near E>1 cor. sec. 32, in NW. angle of crossroads, on

leaning milepost; chiseled square-___________-__--____-_----__- 4, 387. 92

T. 2 S., R. 4 W., near E# cor. sec. 33, 5.0 mi. N. of Tooele, on W. 

side of old Lincoln Highway, 720 ft. S. of crossroads; standard iron 

post with bronze cap stamped "1922 H 64";_____-_-__.__-_---- 4, 433."818
SALT AIR QUADRANGLE 181

T. 2 S., R. 4 W.,- near E% cor. sec. 34, in NW. angle of crossroads, in

root on N. side of second poplar tree N. from corner; copper nail feet 

and washer._________._____._._________________:.__________.-4^470. 36

T. 2 S.,,R. 4.W.,'near .E%. cor. 'sec. 35, 40 ft. W. <of, track,. 12-ft.'.S. of

rail fence, in center of old lane, on rock outcrop;-chiseled square-. 4, 611. 77

U. S. C. & G. S. copper bolt designated "N 2"_.__......._.._.._.. 4, 635. 588

From sec. 28, T. IS., R. 2 W., south along roads to sec. 22, T. 2S., R. 2 W., thence 

east into Fort Douglas No. 3 quadrangle (by E. £. Harris in 1923)

T. 1 S., R. 2 W., near E. side of SE^ sec. 33, in SW. angle of crossroads, in center of top of concrete parapet wall of bridge over irrigation canaly chiseled,square_-_-------_-_-------------'-------- 4, 456. 28

T. 1 S., R. 2 W.,'near SE. cor. sec. 33, 60 ft. S. of crossing of Denver & 

Rio Grande Western R. R., on W. side of rd., on top of concrete 

parapet wall of bridge over irrigation canal; chiseled square.___--_ 4, 533. 95

T. 2 S., R. 2 W., near N W. cor. sec. 10, on W. side of rd. at point where 

rd. swings SE. from fence line, 25 ft. E. of fence, on large boulder; 

bottom of square hole____________________________-_____-^_--_'4, 802. 86-

T. 2 S., R. 2 W., about 500 ft. S. of NW. cor. sec. 15, in SE. angle of

crossroads, in boulder; standard tablet stamped "1923 H 44"..-- 5, 077. 627

Reference mark, 86 ft. S. of tablet, on boulder; chiseled square..---. 5, 079. 35

T. 2 S., R. 2 W., near NW. cor. sec. 22, in SE. angle of crossroads, on

boulder; chiseled square.-.____----------------I-------------- 5, 103. 47

T. 2 S., R. 2 W., near SE. cor. sec. 15, on N. side of rd. at summit of

grade, inside of fence line, on large boulder; bottom of square hole. 5, Oil. 25

T. 2 S., R. 2 W., near S. side SEJ4 sec. 14, on W, side of lane N, to 

dwelling, 40 ft. N. of center line of rd., 2 ft. E. of fence line, in concrete post; standard tablet stamped "1923 H 45"_.._...-._..-. 4,849.908

From Fort Douglas No. 3 quadrangle at point in sec. 31, T. 3 S., R. 1 W., along 

roads west, north, and east and back into Fort Douglas No. 3 quadrangle 

(by E. E. Harris in 1923)

T. 3 S., R. 1 W., near SW. cor. sec. 31, on N. side of rd., in angle in 

fence line and 3 ft. from each fence, in concrete post; standard 

tablet stamped "1923 H 53"._. .-.-...___.__.._.___.._ ---- 4, 770. 599

T. 3 S., R. 1 W., near W. side NW% sec. 31, at S. angle in jog in 

Riverton-Herriman rd., 30 ft. S. of old rd., at angle in telephone 

line, on stone post; chiseled square. _______-___-__-__-_---_--_- 4, 762. 08

T. 3 S., R. 1 W., near S. side SWJ4 sec. 19, 0.5 mi. W. of junction of 

rd. N., on small hill, on N. side of rd., in concrete post; standard 

tablet stamped "1923 H 54"__.--.._.. ----------------------- 4, 745. 390

From Fort Douglas No. 3 quadrangle at point in sec. 7, T. 3 S., R. 1 W., along 

roads north about 1 mile, thence west to sec. 33, T. 2 S., R. 2 W., thence north 

and northwest to sec. 15, T. 2 S., R. 2 W. (by E. E. Harris in 1923)

Welby, about 1 mile SW. of, in SW% sec. 6, T. 3 S., R. 1 W., in NE. 

angle of junction of rd. N., in concrete post; standard tablet stamped 

"1923 H 55" 8 3 ---_--..-..,----_-_-_-------.--------.---- 4, 763. 615

T. 3 S., R. 2 W., near NJ4 cor. sec. 1, on S. side of rd., on stone post;

bottom of square hole___-________-__-_-____--__----____-_-.___ 4, 770. 05

T. 2 S., R. 2 W., near SE. cor. sec. 35, in NW. angle of crossroads, 3 

ft. N. of property post, in concrete post; standard tablet stamped 

"1923 H 56" -_-----_-.___--_-----------------------;_:-- 4,830.031

68 In 1932 this benchmark was reported destroyed.
182 SPIRIT LEVELING IN UTAH, 1897-1938

Reference mark, 50 ft. E. of tablet, on concrete post; bottom of square Feet 

hole --- --.--.I- - . _--_-_---_---l__-----___-_-___ 4,828.96

T. 2 S., R. 2 W., W. of SX cor. sec. 35, on N. side of rd., on stone

post; bottom of square hole___-_------_-- .------_-__-_________ 4, 886. 04

T. 3 S., R. 2 W., near NW. cor. sec. 2, on S. side of rd., on stone post;

bottom of square hole._______________________________________ 4, 966. 08

T. 2 S., R. 2 W., near S% cor. sec. 34> on N. side of rd., in concrete post;

top of copper bolt within chiseled square_ __-_ _-_________-______ 5, 037. 933

T. 2 S., R. 2 W., near S. side SE% sec. 33, 35 ft. N. and 35 ft. E. from 

crossroads, in concrete post; standard tablet stamped "1923 H 

57"_ __ _ ________________ ____ _ ___________________________ 5, 146. 500

Reference mark, 150 ft. E. of tablet, on buried boulder; bottom of 

square hole.__________-_____-__-___-__-_____-.._--_-_________ 5, 138. 36

T. 2 S., R. 2 W., near N. side NE% sec. 33, in SE. angle of rd. junction,

on rock outcrop; bottom of square hole___________--________.-__ 5, 148. 14

T. 2 S., R. 2 W., NW^.sec. 27, 50 ft. S. and 30 ft. W. from rd. junction, on rock outcrop; chiseled square___ - ______________________ 5, 166. 09

T. 2 S., R. 2 W., NW% sec. 27, 50 ft. E. of rd. junction, at foot of 

grade, on large boulder; chiseled square.________________________ 5, 178. 07

SCIPIO QUADRANGLE

[Latitude 39°00'-39°30'; longitude 112°00'-112030'] 

JUA-B, MIILARD, SANPETE, AND SEVIER COUNTIES

From Richfield No. 1 quadrangle along State Highway 63 northwest to Scipio. 

 thence southwest along U. S. Highway 91 to Holden, thence northwest along 

State Highway 26 into Deseret quadrangle (by E. E. Harris in 1931)

Aurora, 2.8 mi. N., thence 4.9 mi. NW. from school at, 200 ft. SE. of 

junction of dim rd. N., on S. side of highway, on boulder; chiseled 

square______________________________.________.,______:.____ 5, 985. 39

Aurora, 2.8 mi. N., thence 6.1 mi. NW. from, in center of large triangle 

formed by junction of highway with rd. W. to Herbert ranch, 

near sign reading "Maple Grove 7 mi.," 34 ft. W. of center line of 

highway, in concrete post; standard tablet stamped "1931 H 103 

6158" (recovered by U. S. C. & G. S. in 1934) ________________ 6, 157. 678

Reference mark, 150 ft. S. of tablet, on E. side of highway, on boulder;

chiseled square-___-__--__-_-__-___--_____-_____-_______-__-_ 6, 155. 49

Aurora, 2.8 mi. N., thence 6.8 mi. NW. from, on E. side of highway, 

near summit of grade, in root-on W. side of leaning pine tree; copper 

nail and washer.__-________________________ _________________ 6, 253. 73

Aurora, 2.8 mi. N., thence 7.8 mi. NW. from, on NE. side of curve in 

highway, on top of drain pipe; chiseled square (recovered by U. S. C. 

& G. S. in 1934)___ __-__ _-_-__-___-__- __- -_- ____-- - 6, 185. 969

Aurora, 2.8 mi. N., thence 8.7 mi. NW. from, on E. side of highway, 

170 ft. N. of curve, 80 ft. S. of corner of fence, on top of drain pipe; 

chiseled square-__________:.---------------------------------- 6, 124. 39

Aurora, 2.8 mi. N., thence 9.2 mi. NW. from, 15.6 mi. SE. of Scipio, 

36 ft. W. of center line of highway, 40 ft. S. of junction of T-rd. 

W. to Maple Grove, in concrete post; standard tablet stamped 

"1931 H 104 6125" (recovered by U. S. C. & G. S. in 1934)-_-__ 6,124. 820

Scipio, 15.0 mi. SE. of school at, on E. side of highway, 300 ft. N. of

corner of fence, on boulder; chiseled square_____________________ 6, 096. 90

Scipio, 14.0 mi. SE. of, on E. side of highway, 660 ft. S. of gate in W.

fence, on top of drain pipe;,,chiseled square _ _ --__-----_-----._ .6, 002. 60
' . . SCIPIO QUADRANGLE : ' 183

Scipio, 12.9 mi. SE. of, 45. ft. E. of center of jog in highway, 47 ft. 

along fence S. of junction of T-rd. E., in concrete post; standard 

tablet stamped-"1931 H 105 ., 5971" .(recovered by.U, S. C. & G. S. Feet 

in 1934).:_-____-_______-__________________._____.__________ 5, 970. 602

Scipio, 12.1 mi.'SE. of, on E. side of highway at point of hill, on top 

of drain pipe; chiseled square (recovered by U. S. C. & G. S. in 

1934)..._......._.........:.._................._........... 5,964.857.

..Scipio, 11.2 mi. SE. of, on W. side.of highway, 230 ft. N. of dim cross- ' 

road, on top of drain pipe; chiseled square (recovered by U. S. C. 

& G. S. in 1934)....._._________________ ___________ _,________ 5, 965. 657

Scipio, 10.4 mi. SE. of, on W. side of highway, 125 ft. N. of mound, on ' ' 

top of drain pipe; chiseled square (recovered by U. S. C. & G. S. in

 1934)__..._'._........_.'..................__.._...__.._..... 5,967.383

Scipio, 9.7 mi. SE. of, NE. of sharp curve in highway, 36 ft. N. of-

 center line of rd. W., 19 ft. E. of center line of rd. S., 1 ft. N. and 

13 ft. W. from fence, in concrete post; standard tablet/stamped 

"1931 H 106 5969" (recovered by U. S. C. & G. S. in 1934)....I.- 5, 968. 252

Scipio, 8.6 mi.. SE. of, on E. side and 6 ft. above surface of highway, 

ou large boulder; chiseled square (recovered by U. S. C. & G. S. in_ 

1934)________________________ ______________________________ 5,941. 044

Scipio, 7.5 mi. SE. of, on E. side of highway at sharp curve-at point ' '.> 

of hill, on N. side of ditch, on boulder; chiseled square (recovered ": 

by U. S. C. & G. S. in 1934).._._.___.__...__...__.__.L..._... 5; 834. 906

Scipio, 6.8 mi. SE. of, 24 ft. SW. of center line of. highway at summit 

of grade, 21 ft. S. of junction of highway with woods rd. NE., in' 

concrete post; standard tablet stamped "1931 H 107 5788" (recovered by U. S. C. & G. S. in 1934).._____________ ________._ . 5, 787/990

Reference mark, 420 ft. SE. of .tablet,.in angle of E. parapet wall of"" 

concrete bridge over drain; chiseled square (recovered by U. S. C. 

& G. S. in 1934)__ _._.._._......___.._____...._.. __..... :_!.- 5, 784. 857

Scipio, 6.0 mi. SE. of, on NE. side of curve in highway, on large

boulder; chiseled square (recovered by U. S. C. & G: S. in 1934).. 5, 723. 520

Scipio, 5.3 mi. SE. of, on NE. side of highway, 12 ft. E. of center line 

of highway, 130 ft..along fence N. of farm rd. E., on boulder; chis- . 

eled square (recovered by U. S. C. & G. S. in 1934)______ _'_____: 5, 609."684

Scipio, 4.6 mi. SE. of, on SW. side of .highway, in fence line, in fr.ont 

of abaridoned one-room brick house, on boulder; chiseled square 

(recovered by U. S. C. &, G. S. in 1934)... _..._.._ ............. 5, 520. 576

Scipio, 3.7 mi. SE. of, 30 ft. W. of center line of highway at summit 

of grade, 2 ft. NE. of-fence, 20 ft. W of standpipe, in concrete post; 

standard tablet stamped "1931 H 108 5494" (recovered by U. S. 

C. & G. S. in 1934)_____________, _____________-____-._----_- 5,493.933

Reference mark, 105 ft. S. of tablet, on boulder; chiseled square.--. 5, 491. 39

Scipio, 2.8 mi. SE. of, on E. side of highway, 125 ft. S. of junction of 

highway with farm rd. W., on prominent boulder; chiseled square 

(recovered by U. S. C. & G. S. in 1934)_.._......_.....-._.._-- 5, 413. 972

Scipio, 1.9 mi. SE. of, on E. side of highway, 50 ft. S. of curve, in 

fence line, on boulder; chiseled square (recovered by U. S. C. & G. S. 

in 1934) ______ _.___________ _________________________________ 5,367.043

Scipio, 1.1 mi. SE. of, on E. side of State Highway 63, 'on boulder

flush with ground; chiseled square._. .__.._____....___.__.___-- 5, 361. 04
184 SPIRIT LEVELING IN UTAH, 1897-1938

Scipio School, in SE. corner of school grounds, on NW. side of curve in 

U. S. Highway .91, 2 ft. N. and 2 ft. W. from corner of fence, 49 ft. 

N. of center line of E.-W. rd. and 50 ft. W. of center line of N.-S. 

rd., in concrete post; standard tablet stamped "1931 H 109 -5306" feet 

(recovered by U. S. C. & G. S. in-1934)_____________.____'____ 5, 305. 183

Reference mark, 71 ft. E. of tablet, in center of concrete head wall of

culvert; chiseled square (recovered by U. S. C. & G. S. in 1934)... 5, 305. 810

Scipio, 1.0 mi. SW. of, on N. side of highway, 700 ft. E. of angle in 

center of concrete head wall of culvert; chiseled square (recovered 

by U. S. C. & G. S. in 1934)._._ _.._....._._..____.._________. 5, 277. 470

Scipio, 2.0 mi. SW. of, on NW. side of highway, in center of concrete 

head wall of culvert over irrigation canal; chiseled square (recovered 

by U. S.'C.'&'-G. S.in'1934). ________________________________ 5, 318.>,690

Scipio, 3.0 mi. SW. of, 45 ft. W. of curve in highway, in concrete post; 

standard tablet stamped "1931 H 110 5550" (recovered by U. S. C. 

& G. S. in 1934)84_________________________________________:_ 5, 549. 224

Scipio, 4.0 mi. SW. on W. side of highway, in center of concrete head 

wall of culvert; chiseled square (recovered by U. S. C. & G. S. in 

1934)_____________________________________________________ 5,764.975

Scipio, 4.8 mi. SW. of, 9.0 mi. NE. of Holden, 49 ft. NW. of center line 

of highway at summit of grade, in concrete post; standard tablet 

stamped "1931 H 111 6000^' (recovered by U. S. C. & G. S. in 

1934)»_________________ r _______.______________'______________ 5, 999. 611

Holden, 8.0 mi. NE. of, .on NW. side of highway, 2 ft. lower than surface of highway, in center of concrete head wall of culvert; chiseled 

square__!___________,____ _____________._____________________ 5, 815. 66

Holden, 7.0 mi. NE. of, on NW. side of highway, at junction of highway with dim rd. NW., in center of concrete head wall of culvert; 

chiseled square (recovered by U. S. C. & G. S. in 1934)__________ 5, 676. 258

Holden, 6.0 mi. NE. of, 43 ft. NW. of center line of highway, 36 ft. E. 

of junction of highway with dirt rd. SW., 130 ft. S. of rd. fork, 13 ft. 

S. of telephone pole, in concrete post; standard tablet stamped 

"1931 H 112 5564" (recovered by U. S. C. & G. S. in 1934).__._ 5, 563. 483

Holden, 4.8 mi. NE. of, on NW. side of highway, 450 ft. S. of corner 

of fence, in center of concrete head wall of culvert; chiseled square 

(recovered by U. S. C. & G. S. in 1934).._-_._..______.____..-. '5, 464.:540

Holden, 4.0 mi. NE. of, on NW. side of highway, in center of .concrete 

head wall of culvert; chiseled square (recovered by U. S. C. & G. S. 

in 1934)________________________________________________ 5, 374. 740

Holden,.3.0 mi. NE. of, 53 ft. NW. of ...center .line of.highway, opposite 

angle in E. fence, 1 ft. E. of fence line, in concrete post; standard 

tablet stamped "1931 H 113 5277" (recovered by U. S. C. & G. S. 

in 1934)___________________________________-_-----_-----_--- 5,276. 695

Reference mark, 1,290 ft. NE. of tablet, on W. concrete head wall of

culvert; chiseled square. __________________ _.______-----------^ 5, 302. 05

Holden, 2.2 mi. NE. of, on W. side of highway, opposite jogs in E. 

fence, in center of concrete head wall of culvert; chiseled square 

(recovered by U. S. C. & G. S. in 1934)____.___ ..-_ -- 5, 198. 234

Holden, 1.4 mi. NE. of, on W. side of highway, in center of concrete 

head wall of culvert; chiseled square (recovered by U. S. C. & G. S. 

in 1934)_________________________________________._- 5, 176. 984

M In 1932 it was reported that the concrete post was badly chipped.

85 In 1932 it was reported that the concrete post was badly chipped and the tablet loose.
SCIPIO QUADRANGLE 185

Holden, 0.6 mi. NE. of, 47 ft. NW. of center line of highway, 40 ft. N. " 

of shortcut rd. to Delta, 6 ft. SW. of telephone pole, in concrete 

post; standard tablet stamped. "1931 H 114 5151" (recovered by -?««< 

U. S. C. & G. S. in 1934)__ .__-_--__-_________- _-___- 5, 150. 695

Reference mark, 410 ft. NE. of tablet, in center of top of W. concrete

head wall of culvert; chiseled square__.._______________'__________ 5, 152. 68

Holden, 1.2 mi. NW. of, on N. side of highway, 1,200 ft. W. of curve,

in center of top of concrete head wall of culvert; chiseled square... 5, 025. 05

Holden, 2.1 mi', NW. of, on N: side"of highway, 510 ft. W. of T-angle 

in fence lines, in center of top of concrete head wall of culvert; 

chiseled square.__-_______._.-__-________._-______--_--_______ 4, 941. 70

Holden, 3.1 mi. NW, of, 48 ft. N. of center line of highway at curve, 

15 ft. W. of angle pole in telephone line, in concrete post; standard 

tablet stamped "1931 H 115 4883".________________________ 4, 882. 623

Reference mark, 87 ft. SE. of tablet, in center of top of N. concrete

head wall of culvert; chiseled square.__________________________ 4, 882. 27

Holden, 3.7 mi. NW. of, on N. side of highway, in center of top of concrete head wall of culvert; chiseled square.______________________ 4, 835. 89

Holden, 4.5 mi. NW. of, on NE. corner of concrete bridge over irrigation canal; chiseled square.________________________________ 4; 795* 64

Grade crossing, intersection of highway and Union Pacific R. R.; top

of E. rail._______________ _ ..._.._ _-__-_________-____. 4, 772. 1

Greenwood post office (discontinued), 500 ft. W. of, 670 ft. W. of 

crossing of Delta-Fillmore branch of Union Pacific R. R., in NE. 

angle of crossroads, just SW. of prominent curve in highway, in 

center.of top of concrete head wall of culvert; chiseled square.____ 4, 769. 65

Greenwood, 1.1 mi. NW. of, 36 ft.. E. of center line of highway, 14 ft. 

S. of junction of T-rd. E., 3 ft. S. and 3 ft. E. from fence, in concrete 

post; standard tablet stamped "1931 H 116 4767"___.______J___ 4, 766. 676'

Greenwood, 1.9 mi. NW. of, on N. side of highway, 100 ft. W. of junction of highway with rd. N., in center of top of concrete head wall 

of culvert; chiseled square.___________________________________ 4, 755. 29

Greenwood, 2.8 mi. NW. of, on N. side of highway, 300 ft. E. of curve,

in center of top of concrete head wall of culvert; chiseled square.__ 4, 725. 78

Greenwood, 3.5 mi. NW. of, on N. side of highway at curve, in center

of top of concrete head wall of culvert; chiseled square.........".. 4, 705. 31

Greenwood, 4.2 mi. NW. of, 42 ft. NE. of curve in highway from W. 

to. N., 2 ft. SW. of fence, in concrete p.ost; standard tablet stamped 

"1,931 H- 117 4686"_---------_-.___._--._---_._._--_--...___ 4, 685. 759

Reference mark, 165 ft. SE. of tablet, on N. concrete head wall of

culvert; chiseled square_____________________________________ 4, 685. 39

Greenwood, 5.0 mi. NW. of, on E. side of highway, 250 ft. S. of corner 

of fence, in center of top of concrete head wall of culvert; chiseled 

square.__-___-------------------------.___-_-_---__-______- 4, 728. 72

Greenwood, 6.3 mi. NW. of, on E. side of highway, opposite abandoned 

corral, in center of top of concrete head wall of culvert; chiseled 

square.---_---------------------___ __--______-._______ 4, 731. 13

Greenwood, 7.1 mi. NW. of, 34 ft. E. of center line of highway, 55 ft. 

S. of junction of highway with crossroad, just W. of abandoned 

school, in concrete post; standard tablet stamped "1931 H 118 

4725" (recovered by U. S. C. & G. S. in. 1934)...._______________ 4,725. 237'

Reference mark, 95 ft. N. of tablet, near N. end of E. concrete head ' 

wall of culvert; chiseled square___________.___________________ 4,725.93
180 SPIRIT LEVELING IN UTAH, 1:897-1938

Greenwood, 8.2 mi. NW. of, on NE. side of highway, S. of dim crossroad, in center 'of top of concrete head wall of culvert; chiseled feet 

square._________________________--___- r _--.._______________ 4, 720. 80

Greenwood, 9.4 mi. NW. of, on NE. side of highway, in center of top

of concrete head wall of culvert; chiseled square,..______________ 4, 707. 68

Greenwood, 10.2 mi. NW. of, 36 ft. NE. of center line of highway, 

23 ft. SW. of curve in irrigation canal, 8 ft. NE.. of telephone pole, 

in concrete post; standard tablet stamped i'1931 H 119 4693"____ 4, 693. 306

Reference mark, 281 ft. NW. of tablet, in center of E. concrete head

wall of culvert over irrigation canal; chiseled square.___________'_ 4, 693. 52

Greenwood, 11.2 mi. NW. of,. 12.0. mi..SE. of Oasis,, on NE. side of

highway, on concrete head wall of culvert;.chiseled square.-_______ 4, 681. 11

Oasis, 11.0 mi. SE. of, on E. side of highway, near N. end of E. concrete head wall of culvert; chiseled square._____._______________ 4, 672. 45

Oasis, 9.9 mi. SE. of, 35 ft. E. of center line of highway, in concrete post; 

standard tablet stamped "1931 H 120 4655" (recovered by U. S. 

C. & G. S. in 1934).___.______..___._.._.______..-!___--_____ 4,654. 551

Reference mark, 132 ft. S. of tablet, near N. end of E. concrete head

wall of culvert; chiseled square____----_________________________ 4, 654. 01

Oasis, 9.2 mi. SE. of, N. of curve W. in.highway, W. of Harding siding 

on Union Pacific .R. R. spur line to Fillmore, in center of top of 

concrete head wall of culvert; chiseled square (recovered by U. S. 

C. & G. S. in 1934)____________.__ __--_ ____-______ ___________ 4, 652. 343

Oasis, 8.0 mi. E. of, on N. side of highway, in center of top of concrete

head wall of culvert; chiseled square._^_________________________ 4, 606. 89

From Richfield No.. 2 quadrangle northeast along U. S. Highway 91 to Holden 

(by E. E. Harris in 1931)

Fillmore, 2.8 mi. NE. of Millard County courthouse at, on E. side of 

highway, opposite corner of fence, in center of concrete head wall 

of culvert; chiseled square (recovered by U. S. C. & G. S. in 1934). 5, 146. 597

Fillmore, 3.9 mi. NE. of, 31 ft. W. of center of highest point along 

highway between Fillmore and Holden, in line with telephone poles, 

in concrete post; standard -tablet stamped "1931 H 140 5197" 

(recovered" by U. S. C. & G. S. in 1934) __ ^ _______________ i..... 5, 196. 581

Fillmore, 4.8 mi. NE. of, on E. side of highway, in center of concrete 

head wall of culvert; chiseled square (recovered by U. S. C. & G. S. 

in 1934) _______________________________________ i. ____________ 5, 158. 280

Fillmore, 5.6 mi. NE. of, 4.2 mi. SW. of Holden, on E. side of highway, opposite corner of fence, in center of concrete head wall of 

culvert; chiseled square (recovered by U. S. C. & G. S. in 1934) __ 5, 167. 217

Holden, 3.2 mi. SE. of, on E. side of highway, 500 ft. S. of corner of 

fence, in center of top of concrete head wall of culvert; chiseled 

square (recovered by U. S. C. & G. S. in 1934)._1____________.___ 5, 139. 721

Holden, 2.4 mi. SW. of, 44 ft. E. of center line of highway, 22 ft. S. 

of dim rd. E., 2 ft. S. and 2 ft. E. from fence, in concrete post; 

standard tablet stamped "1931 H 141 5096" (recovered by 

U/S. C. & G. 8, in 1934) __-"__---_-- -',------_-!------------ 5, 095. 416

Reference mark, 1,090 ft. SW: of tablet, in center of E. concrete

head wall of culvert; chiseled square.____________-__-__-------- 5, 106. 15

Holden, 1.1 mi. SW. of, on E. side of highway, 240 ft. S. of junction 

of highway with rd. SE., in center of head wall of culvert; chiseled 

square (recovered by U. S. C, & G.' S. in 1934) -_______'____,____ 5, 122. 749
 SCOFIELD QUADRANGLE 187

Holden, in SE. angle of junction of U. S. Highway 91 and State Highway 26, on concrete head wall of culvert; chiseled square (recovered feet 

by U. S. C. & G. S. in 1934)......__..._.__..____.....-......_ 5, 106. 758

SCOFIELD QUADRANGLE

[Latitude 39°30'-39°45'; longitude 111°00'-111°15'] 

CARBON, SANPETE, AND EMERY COUNTIES

From Hiawatha quadrangle north along Utah Railway into Castlegate quadrangle (by Cornelius Schnurr in 18i4)

Blackhawk, 1.2 mi. N. of, 10 ft. W. of track, on end of cast iron culvert, on rock; chiseled mark.____-______-_-_--_-_-_-_--_______ 7, 173. 98

From Soldier Summit quadrangle south along Pleasant Valley branch of 

Denver & Rio Grande Western Railroad to Clear Creek, thence west along 

road to Huntington Canyon, thence southeast along State Highway 31 into 

Hiawatha quadrangle (by K. K. Kimball in 1923} so

Scofield, 1.5 mi. N. of, in SW. side of milepost C-13, 1 ft. above

ground; 8-in. spike_ ......................-..'.-^............ 7, 592. 81

Scofield, 0.5 mi. N. of, in SW. side of milepost C-14, 1 ft. above 

ground; 8-in. spike_ ................................ .'....... 7, 615. 03

Scofield, at public school, in sill of second basement window N. of 

main entrance; standard tablet stamped "7702" (recovered by 

U. S. C. & G. S. in 1938)._-_._..._-..-__ T ...-_.-....-._.:__.. 7, 702. 317

Scofield, 2.5 mi. SW. of, 1,500 ft. S. of Utah Coal Co. No. 1 mine, 20 

ft. E. of main track, in concrete post at base of milepost C 18; 

standard tablet stamped "7922" (recovered by U. S. C. & G. S. in 

1938).-____--_--------.-----------------------------_-----. 7,922. 277

Clear Creek, at public school, at front entrance, in N. end of third 

step from top; standard tablet stamped "8303" (recovered by U. S. 

C. & G. S. in 1938)-------.-. ...............r ................ S, 304. 599

Clear Creek, 0.6 mi. W. of, on N. side of Finn Canyon rd., on sandstone-block; chiseled cross...--------------------------------- 8, 541. 91

Clear Creek, 1.0 mi. W. of, 4 ft. N. of Finn Canyon rd.; top of iron

pipe-. --------------------------------------------------- 8, 983. 64

Clear Creek, 2.0 mi. W. of, at summit of divide between Finn and 

James Canyons, near Carbon-Emery county line, in saddle about 

halfway between two knobs, 100 ft. S. of rd.; top of iron pipe (recovered by U. S. C. & G. S. in 1938)........._.--....-..._..__. 9, 822. 050

Clear Creek. 3.0 mi. W. of, 40 ft. SW. of rd. fork at head of James 

Canyon, 15 ft. W. of rd., in sandstone boulder;, standard tablet 

 stamped "9581"..--..--...-..---. .---..-. .--_---..._..... 9, 582. 469

Clear Creek, 4.0 mi. W. of, 3 ft. W4. of large pine tree at old sawmill,

6 ft. E. of rd.; top of iron pipe._-------_____--_____-___-______ 8, 919. 06

Huntington Canyon, 5.0 mi. SW. of Clear Creek, at W. side of mouth

of James Canyon, 10 ft. E. of telephone pole; top of iron pipe-.-. 8, 554. 13

Huntington Canyon, at junction of Coal Canyon, at edge of rd., in 

sandstone boulder; standard tablet stamped "8472" (recovered by 

U. S. C. & G. S. in 1935)_____'____________ _______________ ___ 8, 473. 434

Huntington Canyon, 1.0 mi. SE. of mouth of Coal Canyon, on N.

side of rd. near old grade; top of iron pipe (recovered in 1938)---. 8, 379. 03

Huntington Canyon, 1.0 mi. NW. of Sulphur Spring, 120 ft. W. of 

Overhanging Rock, 12 ft. N. of rd., 4 ft. from sandstone ledge; top 

of iron pipe (recovered in 1938)ti______________________________ 8, 317. 61

M An excessive error in this line has been disposed of by adjustment.
188 SPIRIT LEVELING IK UTAH, 1897-1938

Huntington Canyon, 50 ft. NE. of Sulphur Spring, 10 ft. NE. of old feet 

rd.; standard tablet stamped "8234" (recovered in 1938)_________ 8, 235. 460

Huntington Qanyoh, 1.0 mi'. SE. of Sulphur Spring, opposite NW.

side of mouth of Flood Canyon; top of iron pipe (recovered in 1938) __ 8, 145. 47

Huntington Canyon, 2.0 mi. SE. of Sulphur Spring, 1.2 mi. NW. of 

junction of Woodward Canyon, on nose of hill in bend of Huntington Creek, just W. of rd.; top of iron pipe.^-_--_--____-___.__ 8, 067. 29

Huntington Canyon, 0.2 mi. NW. of mouth of Woodward Canyon, on 

N. bank of Huntington Creek, in flat sandstone slab; standard 

tablet stamped "7938"_---_-----_--.--_-____---________--_____ 7, 940. 181

Huntington Canyon, 300 ft. N. of mouth of Pole Canyon, 30 ft. W.

of old rd.; top of iron pipe (recovered in 1938)__________________ 7, 874. 50

Huntington Canyon, 0.9 mi. S. of mouth of Pole Canyon, about 1 mi.

N. of "The Forks," in root of pine tree; copper nail and washer._ 7, 710. 24

SEVIER QUADRANGLE

[Latitude 38°30'-38°45'; longitude 112°15'-1120 30'] , . .. . . MILLARD, PIUTE, AND SEVIER COUNTIES

From Delano Peak No. 2 quadrangle north and northeast along U. S. Highway 

89 into Richfield No. 4 quadrangle (by E. E. Harris in 1931)

Marysvale, 5.1 mi. N. of, on W. side of highway, 280 ft. S. of old 

R. R. switch; top of iron stake stamped "Piute-Sevier county 

line".-.__-____---_------_----------------------_---__-_____ 5, 841. 640

Marysvale, 5.9 mi. N. of, 6.3 mi. S. of Sevier R. R. sta., on W. side 

of highway at summit of grade, in root on W. side of leaning scrub 

oak tree; copper nail and washer._____________________________ 5, 814. 08

Sevier, 5.7 mi. S. of, 27 ft. E. of center line of highway, just N. of 

curve, in concrete post; standard tablet stamped "1931 H 85 

5776".----------------------------------------------------- 5,776. 086

Sevier, 4.8 mi. S. of, on SE. side of sharp curve in highway, on base

of rocky cliff; chiseled square. _---_-__----_-__-__-_._____-_-__ 5, 750. 50

Sevier, 3.9 mi. S. of, on E. side of sharp curve in highway at rock

cut, on base of cliff; chiseled square___----_--_---_-___-________ 5, 751. 93

Sevier, 2.9 mi. S. of, 26 ft. W. of curve in highway, in large boulder; 

standard tablet stamped "1931 H 86 5701".._ _______________ 5, 700. 362

Reference mark, 70 ft. SE. of tablet, on E. side of highway, on 

boulder;- chiseled square____--_--_--------_-_-_-_----__-_--___ 5, 693. 75

Sevier, 2.0 mi. S. of, on N. side of sharp curve in highway, 1,400 ft. 

NW. of bridge over Sevier River, on large red sandstone boulder; 

chiseled square.___ ____________.___________________________.__ 5, 662. 01

Sevier, ,1.1 mi. S. of, 50 ft. NW. of highway, on SE. bank of Sevier

River, on large boulder; chiseled square-.-_-_--_.-_____----_-__ 5, 579. 71

Sevier, at sta. on Marysvale branch of Denver & Rio Grande Western 

R,. R., in center of top of N. parapet wall of concrete bridge over 

Sevi'er River; chiseled square_________________.________________ 5( 535. QQ

Sevier, 0.6 mi. N. of, 0.8 mi. SW. of Cove, 49 ft. W. of center line of 

highway, 100 ft. S. of junction of U. S. Highway 89 and State 

Highway 13, in concrete post; standard tablet stamped "H 87 

1931" 87 ------------------- ------------------ 5, 606. 478

Reference mark, 233 ft. S. of tablet, in Center Of W. concrete head 

wall of highway culvert; chiseled square__-_-_-_--___--_-_______ 5, 599. 88

8' In December 1932 this benchmark was reported destroyed s
 -. SEVIER QUADRANGLE 189

From Y-junction of U. S. Highway 89 and State Highway 13 at point 0.8 mile 

north of Sevier station on Marysvale branch of Denver & Bio Grande Western 

Railroad west along State Highway 13 into Granite Peak quadrangle (by 

E. E. Harris'in 1931)

Sevier sta., 0.6 mi. N., thence 0.8 mi. W. from, on N. side of highway, feet 

in center of top of concrete head wall of culvert; chiseled square____ 5, 648. 00

Sevier, 2.2 mi. W. along highway from, on W. side of new highway, 

150 ft. NE. of rd. sign reading "Clear Creek Canyon," just W. of 

small log cabin, in root on W. side of 15-in. cottonwood tree; copper, 

nail and washer____________________________________________ 5, 655. 05

Sevier, 2.8 mi. W. of, on N. side of old highway, .190 ft. W. of Fillmore

National Forest boundary sign, on large boulder; chiseled square..- 5, 701. 11

Sevier, 3.5 mi. W. of, 83 ft. NW. of telephone line, 28 ft. SW. of junction of rd. NW,, 300 ft. NW. of farmhouse, 200 ft. NW. of center 

line of highway, in boulder extending 6 in. above ground; standard 

tablet stamped "H 66 1931 5762" (recovered by U. S. C. & G. S. 

in 1934).____......_....__.._._.__.___..__._..._.__._._.._ 5, 762. 052

Sevier, 4'.1 mi. W. of, on S. side of old highway, 100 ft. NW. of ranch 

house, on large boulder; chiseled square -____-___--_--______._._ 5, 772. 95

Sevier, 5.1 mi. W. of, on N. side of new highway, in center of top of 

concrete head wall of culvert; chiseled square.-_----_-___________ 5, 818. 10

Sevier, 5.8 mi. W. of, on S. side of highway, in fence line, near NW. 

corner of farmhouse, in root on E. side of 15-in. cottonwood tree; 

copper nail and washer.______________________________________ 5, 882. 68

Sevier, 6.6 mi. W. of, 450 ft. N. of small log farmhouse, 70 ft. N. of N. 

bank of Clear Creek, 23 ft. W. of wooden gate, 1 ft. S. of fence, 47 

ft. S. of center line of highway, in concrete post; standard tablet 

stamped "H 67 1931 5934" (recovered by U. S. C. & G. S. in 

1934)______________________________________________________ 5,934.073

Reference mark, 120 ft. NE. of tablet, in root on W. side of 18-in.

cottonwood tree; copper nail and washer.__---__-_.,-_--..________ 5, 936. 13

Sevter, 7.6 mi. W. of, on N. side of highway at summit of grade,'350 

ft. E. of ranch house, in center of top of concrete'head wall of culvert; chiseled square_--_---_---_-_--_-____---__---_--_.______ 6, 001. 79

Sevier, 8.6 mi. W. of, on S. side and 4 ft. lower than surface of highway, in center of top of large concrete head wall of culvert;- chiseled 

square____________---_-_-----------_------_-_-----------___ 6, 094. 47

Sevier, 9.0 mi. W. of, on N. side of highway, at base of cliff, in center 

of top of concrete head wall of culvert; chiseled square.___________ 6, 128. 39

Sevier, 9.5 mi. W. of, 11.0 mi. E. of Cove Fort, 96 ft. N. of N. bank of 

Clear Creek, 37 ft. S. of center line of highway, 90 ft. SE. of highway sta. 15, 42 ft. E. of junction of rd. S. along Fish Creek, in concrete post; standard tablet stamped "H 68 1931 6181" (recovered 

byU.S.C.&G.S.in 1934)_____-__-__-__-___---__---_.________ 6,180.631

Reference mark, 270 ft. N.70°W. of tablet, in center of top of N. 

concrete head wall of culvert; chiseledsquare-_----_-----_-__-___ 6,190:55

Cove Fort, 10.0 mi. E. of, on N. side of highway at summit of grade, 

in center of top of concrete head wall of culvert; chiseled square____ 6, 380. 76

Cove Fort, 9.3 mi. E. of, on N. side of highway, 100 ft. W. of junction 

of old highway, in center of top of concrete head wall of culvert; 

chiseled square.-----------------------------------------.--- 6, 441. 36

127289 1C
190 SPIRIT LEVELING IN UTAH, 1897-1938

Cove Fort, 8.7 mi. E. of, 30 ft. N. of NE. corner of small log house, 

24 ft. E. of wooden gate, 1 ft. S. of fence, 48 ft. S. of center line of 

highway, in concrete post; standard tablet stamped "H .69.1931 ^««< 

6537" (recovered by U. S. C. & G. S. in 1934) -~- ______ 6, 536. 703

Reference mark, 110 ft. W. of tablet, in center of top of S^ concrete 

head wall of culvert; chiseled square.____________'_.______________ 6, 540. 04

Cove Fort, 7.7 mi. E. of, on NE. side of highway, 850 ft. SE. of junction of rd. to Kanosh, in center of top of concrete head wall of culvert; chiseled square____--_-_-_ _ ____--l----_____________ 6, 712. 23

Cove Fort, 6.5 mi. E. of, on N. side of. curve in highwayj in center of

top of concrete head wall of culvert; chiseled square.____ _ ____ 6, 957. 26

Cove Fort, 5.7 mi. E. of, 40 ft. S. of center line of highway, 88 ft. 

SE. of Millard-Sevier county line, on summit 4 ft. higher than surface of highway, in concrete post; standard tablet stamped "H 124 

1931 7231" (recovered by U. S. C. & G. S. in 1934)__--.______ 7,231.104

From Delano Peak No. 2 quadrangle at seo. 34, T. 28 S., R. 5 W., northeast 

along road in Fish Creek Valley to junction of State Highway 13 (by S. S. 

Evans in 1936)

Indian Creek ranger sta., 10.1 mi. NE. of, in sec. 33, T. 26 S., R. 5 W., 

6 ft. S. of center line of rd., at rocky point in small canyon, 15 ft. 

NW. of Fish Creek, in large boulder in place; standard tablet 

stamped "10 E 1936"_._______.-_-._________________ 6, 909. 929

Reference mark, 25 ft. SW. of tablet, 7 ft. S. of rd., on boulder in 

place; chiseled square.. _ ______ _^__^__ 6, 912. 07

T. 26 S., R. 5 W., sec. 28, 11.1 mi. NE. of Indian Creek ranger sta., 

225 ft. N. of old power house, 13 ft. W. of center line of rd., in root 

on N. side of 36-in. yellow pine tree; copper nail and washer.____ 6, 770. 10

T, 26 S.y R. 5 W., sec. 22, 12.2 mi. NE. of Indian Creek ranger sta., 

8 ft. E. of center line of rd., 50 ft. E. of Fish Creek, in large conglomerate rock outcrop; standard tablet stamped "11 E 1936"__ 6, 644. 530

Reference mark, 146 ft. NNW. of tablet, 35 ft. W. of center line of rd.,

on boulder in place; chiseled square____-_--___--_-__-._________ 6, 640. 03

T. 26 S.j R. 5 W., sec.15, 13.2 mi. NE. of Indian Creek ranger sta., 

85 ft. E. of old log corial in small flat, 20 ft. E. of center line of rd., 

in root on W; side of 24-in. cottonwood tree; copper nail and 

' washer-----.:.-:.----.______________.__-________-_______^___ 6, 515. 24

T. 26 S., R. 5 W., sec. 11, 14.2 mi. NE. of Indian Creek ranger sta., 

1 50 ft. E. of Fish Creek, 40 ft. W. of center line of rd., in granite 

boulder in place; standard tablet stamped "12 E 1936"^__i_____ 6,409.871

Reference mark, 89 ft. S. of tablet, 32 ft. E. of Fish Creek, in root on

SW. side of 12-ini cottonwood tree; copper nail and washer____ 6, 410. 19

T. 25 S., R. 5 W., sec. 35, 15.2 mi. NE. of Indian Creek ranger sta.,

 11.0 mi. E., thence 1.3 mi. S. from Cove Fort, 5 ft. N. of center 

line of Fish Creek rd., 40 ft. N. of creek, on sandstone boulder in 

place; chiseled square_________________._---_.____-___.________ 6, 310. 00

U. S. C. & G. S. standard disk stamped "Q 31 1934"_____________ 6,156. 621
SPIEIT LEVELING IN UTAH, 1897-1938 191

SOLDIER SUMMIT QUADRANGLE

[Latitude 39°45'-40<W; longitude 111000'-111015T 

CARBON, SANPETE, UTAH, AND WASATCH COUNTIES

From Mill Fork quadrangle southeast along Denver & Rio Grande Western 

Railroad into Kyune quadrangle (by I. F. Biggs in 1910; leveled twice)

Soldier Summit, 6.8 mi. NW. of, 1,000 ft. S. of Tucker sta., 150 ft. 

E. of roundhouse, in SE. corner of concrete retaining wall of bridge J«< 

658-A; aluminum tablet stamped "6228 25". __________.. 6, 229. 544

Soldier Summit, 3.4 mi. NW. of, on E. side of right-of-way, 10 ft. 

above track, in sandstone ledge; aluminum tablet stamped 

"6933 26" .__- ---_-------_.._----._--...-...- 6,928.870

Soldier Summit, 100 ft. N. of sta., 50 ft. E. of S. end of snow sheds, 

on E. side of right-of-way, in fence corner, in large boulder; aluminum tablet stamped "7467 27"_._ _ __ 7, 463. 387

Colton, 2.5 mi. NW. of, 500 ft. W. of milepost 131, in S. side of concrete culvert; aluminum tablet.stamped "7248 28"_______ _ _ 7,244.266

Colton, 3 ft. W. of main entrance of public school, in S. wall, 4 ft. 

above ground; aluminum tablet stamped "7192 29" (recovered 

by U. S. C. & G. S. in 1927).-__.._ . 7,187. 883

From Colton southwest along Pleasant Valley branch of Denver & Rio Grande 

Western Railroad into Scofield quadrangle (by K. K. Zimball in 1923) 8'

Colton, 3.0 mi. S. of, 40 ft. NW. of milepost C-3, 25 ft. N. of telephone pole, in concrete post; standard tablet stamped "7352". ___ 7, 351. 314

Colton, 6.3 mi. SW. of, 8.2 mi. NE. of Scofield, in SW. concrete mudsill of steel bridge 6-A over Fish Creek; standard tablet stamped 

"7498" (recovered by U. S. C. & G. S. in 1938).--^............. 7, 497. 793

Scofield, 5.5 mi. NE. of, at Hale's siding, about 1,000 ft. E. of milepost C-9, 100 ft. E. of water tank, in NW. mudsill of steel bridge 

over Fish Creek; standard tablet stamped "7573" (recovered by 

U. S. C. & G. S. in 1938) _ . - 7, 572. 875

Scofield, 2.5 mi. NE. of, at base of milepost C-12, in concrete post;

standard tablet stamped "7582"_______-..._._- __..... 7, 582. 519

STOCKTON QUADRANGLE

[Latitude 40°15'-40°30'; longitude 112°15'-112°30'1 

TOOEIE COUNTY

From point 3 miles southwest of Stockton along roads southeast to Bates ranch, 

thence northeast into Fairfleld quadrangle near Ophir (by Roscoe Reeves 

in 1915)

U. S. C. & G. S. iron post with standard cap designated "U 2"_... 4, 973. 835 

T. 5 S., R. 5 W., sec. 2, 3.2 mi. SW. of Stockton, 0.5 mi. SE. of rd.

fork, on SW. side of rd., on milestone reading "Tooele 10 mi.";

chiseled square..-..__________-._____-___..-_____--__..__._ 5, 076. 81

T. 5 S., R. 5 W., sec. 12, 4.2 mi. S. of Stockton, 1.5 mi. SE. of rd. fork,

on NE. side of rd., on milestone reading "Tooele 11 mi."; chiseled

square.___---_-_--_----_---_---_---_----------------_______ 5, 151. 15

T. 5. S., R. 5 W., sec. 13, 5.2 mi. S. of Stockton, 0.2 mi. SE. of wooden

culvert, 480 ft. SE. of milestone reading "Tooele 12 mi.," on N.

side of rd.; standard iron post with bronze cap stamped "5169"_ 5, 169. 427

88 An excessive error in this line has been disposed of by adjustment.
192 SPIRIT. LEVELING IN UTAH, 1897-1938

T. 5 S., Jft. 4 W., sec. 19, 5.5 mi. along rd. from Ophir, 6.2 mi. SE. of

Stockton, on E. side of rd., on milestone reading "Tooele 13 mi."; Feet 

chiseled square.__J_____-_-_----_____-_-_____________________ 5, 284. 11

T. 5 S., R. 4 W., sec. 19, 4.5 mi. along rd. from Ophir, on E. side of

rd., on milestone reading "Tooele 14 mi."; chiseled cross_________ 5, 447. 14

T. 5 S., R. 4 W., sec. 28, 2.8 mi. SW. of Ophir, near mouth of Ophir 

Creek Canyon, 0.1 mi. W. of Bates ranch house, 100 ft. E. of R. R. 

crossing; standard iron post with bronze cap stamped "5710"____ 5, 710. 062

Ophir, in front of Edwards Hotel, on N. side of street, 200 ft. W. of 

summit of rd. grade, in limestone ledge; aluminum tablet stamped 

"6498"..___-_-_--_----_--._------_------_-_-----_--_--_-___ 6,498.476

STRAWBERRY VALLEY QUADRANGLE

[Latitude 40°00/-40°30'; longitude 111°00'-111030'I 

UTAH AND WASATCH COUNTIES

From Red Creek quadrangle northwest along approximate route of present. 

U. S. Highway 40 by way of Strawberry Valley and Daniels Canyon into 

Coalville quadrangle (by E. W. Glafcke in 1900)

Soldier Springs, 360 ft. NW. of, 200 ft. N. of highway, in large sandstone ledge; standard tablet stamped "7634 S LAK"____-__-.__ 7,636.569

Soldier Springs, 3.4 mi. NW. of, 200 ft. N. of Coal Canyon, 250 ft. 

N. of highway, on S. slope of hill, in large sandstone ledge; standard tablet stamped "7750 S LAK"_______.__._.__....________ 7,752.647

T. 2 S., R. 12 W., in NW% sec. 27, about 14 mi. NW. of Soldier 

Springs, 300 ft. N. of W. fork of Strawberry River, 50 ft. N. of 

highway, at mouth of ravine, in granite boulder; standard tablet 

stamped "7775 S LAK"__________________________________ 7,777.758

T. 2 S., R. 12 W., near NW. cor. sec. 27, 3.4 mi. in air line ENE. 

of Strawberry Mtn., at summit of divide between Strawberry 

River and Daniels Creek, about 90 ft. N. of center line of highway, in sandstone boulder; standard tablet stamped "7994 S 

LAK" (recovered by U. S. C. & G. S. in 1934)______________ 7,996.808

Heber, about 14 mi. SE. of Wasatch County courthouse, 96 ft. S. of 

center line of highway, at mouth of small draw; standard iron 

post with bronze cap stamped "7112 S LAK" (recovered by 

U. S. C. & G. S. in 1934)._____________________________________ 7, 114. 592

Heber, 10.4 mi. SE. of, 4 ft. SE. of rim of Daniels Canyon, 150 ft. 

SW. of creek, 20 ft. NE. of highway, in small clearing; standard 

iron post with bronze cap stamped "6580 S LAK" (recovered 

by U. S. C. & G. S. in 1934).._.__...._.____^___.._.__...... 6,583.251

Heber, 7.1 mi. SE. of, about 3 mi. SE. of mouth of Daniels Canyon, 

400 ft. E. of creek, 15 ft. E. of highway, in rock bench; standard 

iron post with bronze cap stamped "6227 S LAK" (recovered 

by U. S. C. & G. S. in 1934)___________.___..._____._ 6, 228. 905

Heber, 3.4 mi. SE. of, at mouth of Daniels Canyon, 20 ft. NE. of 

highway, 300 ft. NE. of dwelling of J. J. Howe, 75 ft. N. of gate; 

standard iron post with bronze cap stamped "6018 S LAK"___. 6, 020. 944
SPIRIT -LEVELING IN UTAH, 1897-1938 1*93

SUNNYSIDE QUADRANGLE

[Latitude 39°3<y-39°45'; longitude 110°15'-110°30'] 

CARBON COUNTY

From Wellington quadrangle east along Sunnyside branch of Denver & Rio 

Grande Western Railroad to Sunnyside (by I. F. Biggs in 1910; single un- 

 checked spur line) . ' , peef

White, in base of sta. sign; spike with aluminum tag stamped "5813"_ 5, 815. 76 

Sunnyside, 4.0 mi. W. of, at triangulation sta., on N. side of rightof-way, in sandstone boulder buried flush with ground under 

center of signal; aluminum tablet stamped "5902"______________ 5, 904. 775

Sunnyside, 100 ft. S. of milepost 15, on S. side of right-of-way, in

sandstone boulder; aluminum tablet stamped "6432"______.__.__ 6, 434. 808

TIDWELL QUADRANGLE

[Latitude 38°30'-39°00'; longitude 110°00'-110030'I 

EMERY AND GRAND COUNTIES

From Gunnlson Butte quadrangle southeast along Denver & Rio Grande 

Western Railroad into Moab quadrangle (by I. F. Biggs in 1910; leveled 

twice)

Greenriver, 5 ft. S. of main entrance of condemned schoolhouse, in 

W. wall, 3 ft. above ground; aluminum tablet stamped "4085 55" 

(recovered by U. S. C. & G. S. in 1927) 89___.__._.._.__.._._._. 4, 087. 239

Greenriver, 1.0 mi. SE. of, in E. end of N. abutment of bridge over 

Green River; aluminum tablet stamped "4062" (recovered by 

U. S. C. & G. S. in IQ27).-.................................. 4,063.814

Greenriver, 4.4 mi. SE. of, 3.9 mi. NW. of Solitude, 300 ft. N. of 

milepost 551, in E. end of concrete culvert under tracks; aluminum 

tablet stamped "4187 55 A" (recovered by U. S. C. & G. S. in 

1927)______-________________________ _______________________ 4, 188. 456

Solitude, 10 ft. E. of sta. sign, on W. side of right-of-way; standard 

iron post with bronze cap stamped "4372 56"_---_-________-_._ 4, 373. 902

VERDURE QUADRANGLE <>

[Latitude 37°30'-38000'; longitude 109°00'-109°30'] 

SAN JUAN COUNTY

From Mount Peale quadrangle west of Church Rock southwest along Dugout 

ranch road into Elk Ridge quadrangle at sec. 22, T. 32 S., R. 22 E. (by C. C. 

Rich in 1934)

Church Rock, 10.6 mi. SW. of, on S. edge of E.-W. canyon tributary to Indian Creek, 40 ft. N. of rd., on E. edge of small drainage, 

in root on SE. side of 24-in. pinon tree; .copper nail and washer. _ 6, 610. 50

Church Rock, 11.6 mi. SW. of, in sec. 22, T. 32 S., R. 22 E., 510 

ft. W. of point where rd. crosses divide, 250 ft. N. and 100 ft. 

above rd. W., on W. end of top of prominent ridge overlooking 

Indian Creek, in sandstone outcrop; standard tablet stamped 

"6368 CR 6 1934"......_...__._.___..___...._..._....._.._ 6,366.763

Reference mark, 152 ft. NE. of tablet on same ridge, in root on S.

side of 20-in. pinon tree; copper nail and washer._______________ 6, 373. 95

89 The elevation of this benchmark is lower than when the mark was originally established, probably due 

to the settling of the foundation of the schoolhouse. 

80 A narrow strip of territory along the east boundary of this quadrangle lies in Colorado.
194 SPIRIT LEVELING IN UTAH, 1897-1938

From Elk Eidge quadrangle near. Camp Jackson east along forest trail and 

Verdure sawmill road to State Highway 47 at point 8.6 miles southwest of 

Monticello (by C: C. Rich in 1984)

Camp Jackson, 1.7 mi. W. of, on ridge dividing N. and E. tributaries 

of Johnson Creek, 1.2 mi. S. : of U. S..Forest Service milepost, 4 ft. 

W. of forest trail, in root on W. side of 36-in. yellow pine tree; Feet 

copper nail and washer_____--____-.____._____________ 8, 938. 55

Camp Jackson, in SE. corner of pasture, 55 ft. SW. of SW. corner of 

southernmost of four log cabins, in granite boulder; standard tablet 

stamped "9101 CR 31 1934"..___.____________.... 9,100.116

Reference mark, 272 ft. W. of tablet, in SW. corner of pasture W. of 

cabins, in root on S. side of 12-in. quaking aspen tree; copper nail 

and washer..____________________________________ 9, 089. 40

Camp Jackson, 1.0 mi. E. of, 40 ft. NW. of old wagon rd., in root on 

N. side of 30-in. yellow pine tree, easternmost of group; copper nail 

and washer.__-------_------__-_--__________________ 9,117. 72

Camp Jackson, 2.3 mi. E. of, 300 ft. W. of peak of E.-W. ridge to 

edge of Recapture Canyon, 100 ft. S. of forest trail, in sandstone 

boulder; standard tablet stamped "8763 CR 32 1934"_____.__-_ 8, 762. 061

Reference mark 1, 38 ft. W. of tablet, in root on SE. side of 30-in. 

yellow pine tree; copper nail and washer_______________________ 8, 755. 38

Reference mark 2, 3 ft. S. of tablet, in root on W. side of 40-in. yellow 

pine tree; copper nail and washer_____________________________ 8, 761. 52

Camp Jackson, 3.4 mi. E. of, at base of Recapture Canyon, 50 ft. W. 

of point where old wagon rd. crosses Recapture Creek, 6 ft. SW. of 

U. S. Forest Service sign reading "Recapture Creek," on sandstone 

boulder; chiseled square..____________________________________ 7, 972. 99

Camp Jackson, 4.5 mi. E. of, 5.0 mi. along Verdure sawmill rd. W. 

of State Highway 47, 0.5 mi. E. of U. S. Forest Service milepost, 20 ft. S. of old wagon rd., in sandstone boulder; standard 

tablet stamped "8139 CR 33 1934"_______________________ 8, 137. 585

Reference mark, 25 ft. NW. of tablet, in root on E. side of 30-in. 

jack-pine tree; copper nail and washer.________________________ 8, 141. 13

Verdure, 2.0 mi. along highway SW., thence 4.0 mi. along sawmill 

rd. NW. from, 100 ft. W. of gate in U. S. Forest Service fence, in 

root on W. side of 30-in. jack-pine tree; copper nail and washer___ 7, 997. 12

Verdure, 2.0 mi. along highway SW., thence 3.0 mi. along sawmill 

rd. NW. from, 15 ft. N. of rd., in sandstone boulder; standard 

tablet stamped "7608 CR 34 1934"_______________________ 7, 606. 823

Reference mark, 57 ft. SW. of tablet, in root on NW. side of 12-in.

yellow pine tree; copper nail and washer____________-__________ 7, 604. 95

Verdure, 2.0 mi. along highway SW., thence 2.0 mi. along sawmill 

rd. NW. from, 60 ft. W. of rd., in root on NE. side of 30-in. jackpine tree; copper nail and washer_________________-____------- 7, 441. 93

Verdure, 2.0 mi. along highway SW., thence 1.5 mi. along sawmill 

rd. NW. from, 1,150 ft. E. of U. S. Forest Service boundary sign, 

8 ft. S. of rd., in sandstone boulder; standard tablet stamped "7359

CR35 1934"_.___--__--___-___ _-_____-__-_-_-_ __-_ 7,357.929 

Reference mark, 30 ft. S; of tablet, on sandstone boulder; chiseled

square-.-- - --____. -----___-__-_-_____ _- 7,356.21 

U. S. C. & G. S. standard disk stamped "C 22 1933".. _____ 7, 157. 200
VERNAL/QUADRANGLE 195

From Blanding west 1.5 miles along State Highway 96 into Elk Bidge quadrangle (by E. H. Larson in 1934) peet

U. S. C. & G. S. standard disk stamped "P 22" __ _____._._ 6,121. 133

Blanding, 1.0 mi. W. of, 100 ft. N. of rd., on sandstone outcrop; 

chiseled square ___._.. _____ _.__ . 6,148. 92

Blanding, 1.4 mi. W. of, 160 ft. S. of rd., in sandstone outcrop; standard tablet stamped "6125 EL 1 1934"....__..__._.....-_. 6,124. 063

Reference mark, 117 ft. N. of tablet; chiseled square___________ 6,122. 31

VERNAL, QUADRANQUB

[Latitude 40°00'-40°30'; longitude 109°30'-11000(X] 

DUCHESNE AND UINTAH COUNTIES

From Marsh Peak quadrangle near Ashley Creek south and east along roads 

to Vernal, thence southwest along old stage road (approximate route of U. S. 

Highway 40) by way of Fort Duchesne into Duohesne quadrangle (by E. W. 

Qlafcke in 1902)

Ashley Creek, under bridge over new channel; surface of water____ 5, 357. 2

Vernal, at statue corner, at NW.-corner of street intersection, at SE. 

corner of J. C. Penney Co. store formerly known as Ashley Cooperative store, in S. side of cornerstone, set vertically; aluminum 

tablet stamped "5356 EVAN 37" « (recovered by U. S. C. & 

G. S. in 1933)..___.-__________.._...____.__.______._.._-.___ 5, 330. 035

Vernal, 3.0 mi. SW. of, in sec. 33, T. 5 S., E. 21 E., at curve due W. 

in telephone rd., in SW. angle of crossroads, in sandstone boulder; 

aluminum tablet stamped "5477 EVAN 38" 92 1________________ 5, 450. 726

Vernal, 5.9 mi. SW. of, on W. side of open cut, on summit of divide 

between Ashley Valley and Halfway Hollow, in sandstone ledge; 

aluminum tablet stamped "5801 EVAN 39" 92 _.._______....._. 5, 774. 869

Vernal, 9.5 mi. SW. of, 6.4 mi. E. of Halfway sta., 75 ft. N. of rd., 

at point of sandstone ridge and dry wash, in sandstone ledge; 

aluminum tablet stamped "5301 EVAN 40"._._....._ ____ 5, 274. 251

Halfway sta., 2.8 mi. E. of, in sec. 26, T. 5 S., R. 20 E., 13 mi. SW. 

of Vernal, 60 ft. N. of rd., at point of ridge, in sandstone ledge; 

aluminum tablet stamped "5048 EVAN 41"_.__.____________ 5,022.052

Halfway sta., 200 ft. S. of, in sec. 5, T. 6 S., R. 20 E., W. of rd. junction, in large sandstone boulder; aluminum tablet stamped "5030 

EVAN 42"..____-___._.__._._____.._........__...__--_.._-- 5, 003. 648

Halfway sta., 3.5 mi. W. of, in sec. 12, T. 6 S., R. 2 E., 7.8 mi. E. of 

Fort Duchesne, 25 ft. S. of rd., on summit of divide between Ute 

Fork and Halfway Hollow, in sandstone ledge; aluminum tablet 

stamped "5305 EVAN 43"._______.__.__..--___..._______-__ 5, 278. 546

Fort Duchesne, 4.1 mi. E. of, in sec. 16, T. 6 S., R. 2 E., 1.0 mi. E. of 

gilsonite mines on The Strap, at base of sandstone cliff, in sandstone 

ledge; aluminum tablet stamped "5118 EVAN 44"_.____----- 5,091.677

Fort Duchesne, 11 ft. S. of SE. corner of quartermaster's office, 18 ft. 

W. of gate, in sandstone in place; aluminum tablet stamped "5016 

EVAN 45" ^............................................... 4, 989. 561

Fort Duchesne, 5.5 mi. W. of, 225 ft. N. of rd., in point of rocks; 

aluminum tablet stamped "5029 EVAN"________-_----- 5, 002. 981

81 In 1933 it was reported that the lower portion of the tablet had been removed. 

M In April 1934 it was reported that this tablet had been destroyed.

" The lower half of this tablet was later found broken off, and in 1913. the remainder was restamped 

"4991." In 1934 all of the tablet was missing, and a new standard tablet was set. See description on p. 199.
196 SPIRIT LEVELING IN UTAH, 1897-1938

From road junction 5.9 miles southwest of Vernal along Vernal-Ouray road 

southwest to Ouray, thence along valley road northwest to Fort Duchesne 

(by E. C. Hurt in 1913)

Vernal, 6.5 mi. SW. of, on Fort Duchesne rd., 10 ft. N. of triangle at

junction of rd. to oil wells, on small rock ledge 2 ft. N. of 4-ft. Ftet

boulder; chiseled cross___________._______________ ____________ 5, 639. 88

Vernal, 8.0 mi. SW. of, in sec. 18, T. 5 S., R. 21 E., 0.5 mi. S. of crossroads, 75 ft. W. of rd., in E. end of rock outcrop; standard tablet

stamped "5432"_______________________________ 5, 430. 503

Vernal, 9.3 mi. SW. of, 240 ft. W. of rd., on W. side of small knoU, on

rock; chiseled cross___--_ __-_ -----_-_---_--__-_____ 5, 302. 47 

Vernal, 11.3 mi. SW. of, 60 ft. E. of rd., on hillside, in rock; standard

tablet stamped "5158"- 5, 156. 404

Vernal, 12.3 mi. SW. of, 30 ft. NW. of rd., in winding canyon, on 5-ft.

boulder; chiseled cross____-------____----_-----------__--___- 5, 024. 82

Vernal, 12.8 mi. SW. of, 35 ft. W. of rd., 5 ft. W. of rock pile; top of

rock set in ground__________-_______.________________________ 4, 976. 67

Vernal, 14.1 mi. SW. of, in sec. 12, T. 6 S./R..20 E., 3.7 mi. N. of

Green River, 60 ft. S. of rd., in winding canyon, in easternmost of

two 6-ft. boulders; standard tablet stamped "4866"-___-_________ 4, 864. 971

Vernal, 14.9 mi. SW. of, 2.9 mi. N. of Green River, 1 ft. W. of rd., on

3-ft. boulder; chiseled square._________________________________ 4, 783. 93

Vernal, 15.9 mi. SW. of, 1.9 mi. N. of Green River, 10 ft. W. of rd., on

bench, on E. side of 6-ft. boulder; chiseled square_______-________ 4, 738. 25

Vernal, 17.1 mi. SW. of, 0.7 mi. N. of Green River, 200 ft. E. of rd.,

30 ft. E. of large rock outcrop, on 4-ft. boulder; chiseled square.___ 4, 709. 79 

Vernal, 17.5 mi. SW. of, in sec. 30, T. 6 S., R. 21 E., 0.3 mi. N. of Green

River, 2 ft. N. of rd., on bench, in S. end of long rock outcrop;

standard tablet stamped "4693"___________________________ 4, 691. 989

Green River, at point 14.4 mi. by rd. NE. of Ouray; surface of water

at 12 noon Aug. 20, 1913___________________________________ 4, 675. 8

Ouray. 13.6 mi. NE. of, 1.0 mi. W. of Green River, 80 ft. NW. of

junction of Green River rd., on rock set in place; chiseled square. 4, 727. 58 

Ouray, 13.0 mi. NE. of, in sec. 36, T. 6 S., R. 20 E., 2.0 mi. W. of Green

F;ver, 5 ft. N. of rd., on rock outcrop; chiseled square__--_-_-____ 4, 795. 46 

Ouray, 12.1 mi. NE. of, 3.0 mi. W. of Green River, 50 ft. SE. of curve

in rd., in rock ledge; standard tablet stamped "4934"_.__________ 4, 932. 770

Ouray, 11.2 mi. NE. of, 15 ft. N. of rd., on rock set in place; chiseled

square-_-_----_--____-_-___--_____.________________________ 4, 929. 17

Ouray, 10.7 mi. NE. of, 30 ft. N. of rd., 250 ft. NE. of dry wash, on

3-ft. boulder; chiseled square___---______-___________________._ 4, 860. 30

T. 7 S., R. 20 E., at cor. sees. 2, 3, 10, and 11; top of section corner

stone____________________________________________________ 4, 855. 65

Ouray, 9.5 mi. NE. of, in sec. 10, T. 7 S., R. 20 E., 20 ft. N. of rd., on

rock set in place; chiseled square- _______._________---__-_----- 4, 939. 38

Ouray, 8.8 mi. NE. of, 20 ft. W. of highest point of rd., on rock set in

place; chiseled square________________________________________ 4, 972. 14

Ouray, 8.2 mi. NE. of, 15 ft. NW. of rd., 180 ft. N. of irrigation ditch,

on rock set in place; chiseled square.___-.._____-_----___.------ 4, 900. 98

Ouray, 8.2 mi. NE. of, 30 ft. NW. of point where rd. crosses irrigation

ditch; standard iron post with bronze cap stamped "4900"____--- 4, 898. 457 

Ouray, 7.3 mi. NE. of, in sec. 22, T. 7 S., R. 20 E., 0.9 mi. S. of irrigation ditch, 20 ft. W. of rd., on rock set in place; chiseled square...- 4, 810. 40 

Ouray, 6.6 mi. NE. of, 1.6 mi. SW. of irrigation ditch, 20 ft. NW. of

rd., on rock set in place; chiseled square______________________ 4, 783. 12
VERNAL QUADRANGLE 197

Ouray, 5.6 mi. NE.- of, 2.6 mi. S. of irrigation ditch, 30 ft. W. of rd.; *"««< 

standard iron post with bronze cap stamped "4773"_____-_____-_ 4, 771. 558

Ouray, 4.6 mi. NE. of, 0.6 mi. N. of junction of Randlett rd., 20 ft. 

W. of rd., at S. edge of sandy flat, on rock set in place; chiseled 

square_------------__-_-__---_-_--_------------_----_--_--- 4, 764. 58

Ouray, 4.0 mi. NE. of, in sec. 10, TV 8 S., R. 20 E., 75 ft. S. of junction 

of Sheppard ranch rd., 0.9 mi. N. of log cabin, on rock set in place; 

chiseled square.______-__________-_________. --_____.._--_____ 4, 714. 84

Ouray, 3.1 mi. NE. of, 320 ft. NW. of crossroads, 180 ft. S.' of log 

cabin; standard iron post with bronze cap stamped "4709"_---__- 4,-708. 268

Ouray, 2.1 mi. NE. of, 75 ft. N. of junction of Sheppard ranch rd., on 

rock set in place; chiseled square_----____----_------_--_-_-__- 4, 685. 72

Ouray, 0.5 mi. N. of, 130 ft. W. of rd., 0.2 mi. E. of Fort Duchesne rd., 

on hillside, in rock ledge; standard tablet stamped "4663"______-- 4, 662; 167

Green River, 60 ft. E. of ferry at Ouray; surface-of water at 10:40 a.m. 

Sept. 3, 1913 _____________________________________________ 4, 642. 9

Ouray, 700 ft. S. of post office, 150 ft. NE. of water gage on Green 

River, 12.8 ft. above zero of gage, 550 ft. NW. of ferry; standard iron 

post with bronze cap stamped "4655"__________________________ 4, 653. 531

Ouray, 700 ft. S. of post office, 200 ft. NE. of water gage, 450 ft: NW. 

of ferry, in 12-in. blazed tree; nail (set by water-resources branch'of 

Geological Survey) --________--_---___-_-_----__-_-_________- 4, 654. 01

Ouray, 1.6 mi. NW. of, 10 ft. E. of rd., 2 ft. W. of telephone pole, on 

rock set in place; chiseled square.__________._-_-__-____--_'__-- 4, 701. 90

Ouray, 3.1 mi. NW. of, 10 ft. E. of rd., 400 ft. W. of Duchesne River,

on bench, in 7-ft. boulder; standard tablet stamped "4699".-_._-- 4, 698. 097

Ouray, 5.1 mi. NW. of, 30 ft. W. of rd., 200 ft. N. of log cabin, 5.5 ft. N. 

of lane W. to Duchesne River; standard iron post with bronze cap 

stamped "4688"_____________________________________________ 4, 687. 000

Ouray, 6.1 mi. NW. of, 0.1 mi. N. of Indian cabin, 0.5 mi. N. of junction of upper and lower rds. to Fort Duchesne, 80 ft. W. of lower rd., 

in 24-in. tree; spike.______________J________________j_________ 4, 684.- 45

Randlett, 5.8 mi. SE. of, at point where lower rd. crosses E. Channel 

of Duchesne River, at S. side of "The Island," 75 ft. S. of stream, 

25 ft. SW. of rd.; standard iron post with bronze cap stamped 

"4714"________________________________-__.__________________ 4, 713. 389

Duchesne River, E. channel of, at point 5.8 mi. SE. of Randlett, at 

dam 300 ft. above ford; surface of water at 11:45 a. m. Sept. 16, 

1913---------_.--____..._.....-_--_..__.___.___..---_---_-- 4,707.4

Randlett; 4.5 mi. SE. of, 0.7 mi. N. of ford where rd. crosses E. channel

of Duchesne River, 300 ft. E. of rd., in 24-in. tree; spike._________ 4, 729. 82

Randlett, 4.3 mi. SE. of, 400 ft. N. of E. channel of Duchesne River, 1 

ft. E. of rd., in 30-in. tree; spike__-___-_-_-___-___-__--.___-_ 4, 735. 69

Duchesne River, 3.7 mi. SE. of Randlett, 2 ft. W. of lower rd., at bend 

in river; surface of water at 11 a. m. Sept. 17, 1913___-___._.__-_ 4, 736. 4

Randlett, 2.5 mi. SE. of, 300 ft. NW. of junction of upper and lower 

rds. to Ouray, 200 ft. S. of bridge over dry wash or irrigation canal, 

at top of hill; standard iron post with bronze cap stamped "4777". 4, 776. 300

Randlett, 110 ft. N. of bridge over Uinta River, in fence line on E. 

side of rd.; standard iron post with bronze cap stamped "4799"___ 4, 798. 127

Uinta River, at point 40 ft. E. of bridge at Randlett; surface of water 

at 3:15 p. m. Sept. 19, 1913 »* ________________________________ 4,792. 3

15 This water elevation was omitted from previous publications.
198 SPIRIT LEVELING IN UTAH, 1897-1938

Randlett, 1:0 mi. NW. of, 6.8 ini. NW. of church, 30 ft. N. of rd., 150 Fat

ft. SE. of corner of fence, on rock outcrop; chiseled square_______ 4, 838. 59

Randlett, 2.6 mi. NW. of, 30 ft. N. of rd., 1,000 ft. NW. of dwelling,

on 3-ft. boulder; chiseled square_______________-_______________ 4, 933. 77

Fort Duchesne, 2.0 mi. S. of, in see.; 26, T. 2 S., R. 18 E., 700 ft. S. of

bridge over irrigation ditch, 20 ft. E. of rd., in 5-ffc. boulder; standard

tablet stamped "4931"________-_____-___----___--.___________ 4, 930. 114

Fort Duchesne, 1.0 mi. SE. of, 0.6 mi. S. of bridge over Uinta River,

20 ft. E. of rd., on rock outcrop; chiseled square__________ ___ 4, 960. 29

Uinta River, at Fort Duchesne, under bridge; surface of water at 12:30

p. m. Oct. 12, 1913_____---__---_-_____________________ 4, 962. 6

Fort Duchesne, 100 ft. N. of bridge over Uinta River, 40 ft. W. of river;

standard iron post with bronie cap stamped "4971".____________ 4, 970. 293

Fort Duchesne, 10.9 ft. S. of SE. corner of quartermaster's office, 17:5

ft. W. of gate, in sandstone; aluminum tablet restamped "4991"._ 4, 989. 561

From Vernal along roads generally southwest by way of Taft to leeton, thence 

southeast to Fort Duchesne (by E. C. Burt in 1913)

Vernal, 3.5 mi. W. of, in sec. 17, T. 4 S., R. 21 E., 20 ft. W. of crossroads, on N. side of rd., in 18-in. tree; spike.___________________ 5, 539. 12

T. 4 S., R. 21 E., sees. 18 and 19, at rd. angle; top of quarter corner 

stone________________________________________ 5, 695. 20

Vernal, about 4 mi. W. of, in sec. 24, T. 4 S., R. 20 E., 750 ft. S. of 

junction of rd. to Cottonwobd Spring, 300 ft. E. of rd., on hillside, 

in rock ledge; standard tablet stamped "5842"__________________ 5, 840. 413

T. 4 S., R. 20 E., sees. 23, 24, 25, and 26; top of section corner stone. 5, 910. 39

Vernal, about 7 mi. SW. of, 110 ft. N. of rd., 0.7 mi. NE. of crossroad 

to oil wells, on rock; chiseled cross____________-__-_--__________ 5, 848. 48

Vernal, about 8 mi. SW. of, in sec. 34, T. 4 S., R. 20 E., 0.3 mi. NW. of 

crossroad to oil wells, on E. side of rd., at horseshoe curve in rd. into 

canyon, in rock ledge; standard tablet stamped "5837"___________ 5, 835. 860

Vernal, 8.7 mi. SW. of, 8.8 mi. NE. of Taft, on S. side of rd. at W. edge 

of canyon, on rock ledge; chiseled square.______________________ 5, 744. 59

Taft, 8.0 mi. NE. of1 1.1 mi. E. of second large bench, 400 ft. E. of small 

bridge over dry wash, 2 ft. N. of rd., in small rock ledge; standard 

tablet stamped '.'5618".._ ___:__ ___ _ _______... _ 5, 616. 653

Reference mark, near tablet, on same ledge; chiseled mark__________ 5, 616. 65

Taft, 7.9 mi. NE. of, 150 ft. NW. of small bridge over dry wash, 100

ft. N. of rd., on rock; chiseled circle__._________________ 5, 610. 83

Taft, 7.4 mi. NE. of, on rise 0.5 mi. E. of second large bench, on N. 

side of rd., on rock; chiseled square__-_-___--_-__---_-______--_ 5, 617. 87

Taft, 6.9 mi. NE. of, at base of E. side of large bench, 200 ft. SW. of 

rd. junction, 300 ft. W. of dry wash, 2 ft. E. of rd., on rock; chiseled 

square_______________________ - 5, 569. 43

Taft, 6.7 mi. NE. of, 200 ft. E. of E. edge of bench, 6 ft. N. of rd., on

rock; chiseled square_____-_______---_--_--__-----_-__------- 5, 671. 75

Taft, 5.9 mi. NE. of, on W. edge of bench, 20 ft. N. of rd., on rock; 

chiseled square...^.__._ _______ __ ___ 5,805. 31

Taft, 5.7 mi. NE. of, on S. side of rd., on slope of W. side of bench, in

rock ledge; standard tablet stamped "5701"._______________ 5, 700. 488

Taft, 5.7 mi. NE. of, on S. side of rd., on slope of W. side of bench, 

on rock ledge; chiseled square __________..________--^----_--_ 5, 703. 75

Taft, 5.4 mi. NE. of, at Stf cor. sec. 31, T. 4 S., R. 20 E., 200 ft. NW. 

of rd. fork, on quarter corner stone; chiseled square _____________ 5, 642. 03
QUADRANGLE 199

Taft, 5.0 mi. NE. of, 40 ft. S. of rd., on rise 0.5 mi. W. of bench, on Feet

rock; chiseled square.------.-.____________________________ 5, 651. 51

Taft, 4.1 mi. NE. of, 200 ft. E. of top of second ridge E. of main

bench, 30 ft. S. of rd.> on 2-ft. boulder; chiseled square.-.-..___ 5, 663. 25 

Taft, 3.4 mi. NE. of, at point where rd, crosses first ridge E. of main

bench, on rock; chiseled square_______-_--___-________________ 5, 707. 29

Taft, 2.7 mi. NE. of, in sec. 2, T. 5 S., R. 2 E., 500 ft. N. of point

where rd. crosses E. edge of bench, oh W. side of rd., in 4-ft. boulder;

standard tablet stamped "5769" ._______________._ 5, 768. 541 

Taft, 2.3 mi. NE. of, 40 ft. NE. of rd. fork, on bench, on rock set in

place; chiseled square---....--.-.-.________________________ 5, 798. 68

Taft, 1.6 mi. NE. of, 40 ft. NE. of junction of Deep Creek rd., at foot

of bench, 0.3 mi. NE. of dwelling, on rock set in place; chiseled

square.____________________________________________________ 5, 654. 73

Taft, 100 ft. E. of post office, 60 ft. E. of irrigation ditch, on S. side

of rd.; standard iron post with bronze cap stamped "5489"_-___-_ 5, 488. 025 

Deep Creek, at ridge 0.7 mi. by rd. W. of Taft; surface of water at

10 a. m. Oct. 19, 1913.-__---.-_________________________.. 5, 426. 2

Taft, 2.4 mi. W. of, 0.2 mi. E; of junction of Fort Duchesne rd., 10

ft. N. of rd., in rock outcrop; standard tablet stamped "5422"__ 5,420. 692 

Uinta River, 5.1 mi. W. of Taft, at bridge over main channel; surface

of water at 1 p. m. Oct. 4, 1913-___--___-'-_-__-_-_____.____-_ 5,443. 0 

Taft, 6.1 mi. W. of, 100 ft. NW. of intersection of Fort DuchesneWhiterocks rd., 300 ft. E. of small bridge over W. channel of

Uinta River; standard iron post with bronze cap stamped "5486". 5, 485. 164 

Fort Duchesne, 8!0 mi. NW. of, 30 ft. SW. of junction of Whiterocks

rd., on rock set in place; chiseled square _______________________ 5, 483. 08

Fort Duchesne, 6.8 mi. NW. of, in sec. 20, T. 1 S., R. 1 E., 1.2 mi. S.

of Taft rd., on W. side of rd., in rock ledge; standard tablet stamped

"5400"--___--_----_-_--__--_----____-____--_-______________ 5, 399. 430

Fort Duchesne, 3.6 mi. NW. of, 15 ft. W. of Whiterocks rd., 100 ft.

S. of rd. fork, on rock set in place; chiseled square.______________ 5,164. 80

Fort Duchesne, 3.0 mi. N. of, N. of center of sec. 10, T. 2 S., R. 1

E., 200 ft. SE. of dwelling, 50 ft. S. of corner of fence; standard

iron post with bronze cap stamped "5130"___._______-___.__-- 5, 128. 861

From Fort Duchesne southwest 9.5 miles along road into Duchesne quadrangle 

(by G. W. Moore in 1934)

Fort Duchesne, 16 ft. N. and 13 ft. W. from gate, in sandstone;

standard tablet stamped "M 2 1934 4989" »8 _________.--_-__. 4, 989. 376

Reference mark, 110 ft. W. of tablet, 12 ft. N. of fence, in root on

NW. side of 20-in. cottonwood tree; copper nail and washer______ 4, 990. 33

Fort Duchesne, 1.0 mi. SW. of, 53 ft. S. of rd., at S. side of old rd.,

at NW. end of rock outcrop; chiseled square______________.___-_ 5, 033. 36

Fort Duchesne^ 2.1 mi. SW. of, at top of ridge, 130 ft. E. of crossroads, 12 ft. N. of private rd., in rock outcrop; standard tablet 

stamped "M 3 1934 5126"___________________________________ 5, 126. 652

Reference mark, 105 ft. SW. of tablet, 40 ft. SE. of crossroads, on 

rock outcrop; chiseled square__-__-_-___--____-__-____-------- 5, 126. 76

Fort Duchesne, 2.7 mi. SW. of; floor of wooden bridge over creek.__ 5, 013. 76

Fort Duchesne, 3.2 mi. SW. of, 400 ft. SW. of (sharp curve in rd., 40 

ft. E. of rd., on top of rock ridge, on rock outcrop; chiseled square._ 5, 000. 41

M This tablet supersedes one originally stampfld *"i016 EVAN" and restamped "4991" in 1913.
200 SPIKIT LEVELING IN" UTAH, 1897-1938

Fort Duchesne, 4.0 mi. SW. of, 250 ft. N. of dwelling, 45 ft. E. of rd., feet 

in boulder; standard tablet stamped "M 4 1934 4950"__-_--__ 4, 949. 901

Reference mark, 45 ft. E. of tablet, on boulder; chiseled square._____ 4; 951. 96

Fort Duchesne, 4.8 mi. SW. of; floor'of bridge over irrigation ditch. _ 4, 927. 0

Fort Duchesne, 5.0 mi. SW. of, 40 ft. N. and 50 ft. E. from junction 

of T-rd. W., 18 ft. SW. of large dwelling, in root on'NW. side of 

33-in. cottonwood tree; copper nail and washer________________ 4,935/15

Fort Duchesne, 6.0 mi. SW. of, 30 ft. S. of rd., 32 ft. W. of corner of 

fence, in concrete post; standard tablet stamped "M 5 1934 4957"_' 4, 957. 672

Reference mark, 93 ft. NE. of tablet, 42 ft. N. of rd., in E. side of irrigation gate; copper nail and washer.._______,_____________'_____ 4, 956: 33

Fort Duchesne, 8.2 mi. SW. of, 35 ft. S: and 60 ft. W. from junction 

of T-rd. E., in concrete post; standard tablet stamped "M 6 1934 

5019"-------------------------___.--------------------_--__ 5,019.745

From Vernal southwest on U. S. Highway 40 and .Ouray road 7.9 miles (by. 

G. W. Moore in 1934)

Vernal, in SE. corner of Uintah county courthouse grounds, 10 ft. 

N. of sidewalk, on W. side of alley, in concrete post; standard tablet 

designated "U. S. Geological Survey meridian mark" (recovered by . 

U. S. C. & G. S. in 1933)__ --_-_--- _--_-- -i_ --- __ 5,315.281

Reference mark, 83 ft. SW. of tablet, 43 ft. N. of highway, in root on

S. side of 25-in. cottonwood tree; copper nail and washer.^_-____ 5, 316. 43

U. S. C. & G. S. standard disk stamped "T 27 1933".___________i 5, 335. 649

Reference mark, 38 ft. SW. of disk, on S: curb parallel with E. edge

of N.-S. sidewalk; chiseled square _______________ ^ __'_ ____ ^ _____ 5, 332. 67

Vernal, 0.5 mi. W. of statue corner, in NW. angle- of crossroads, in S.

side of braced power line pole; iron spike 97 ___________-i_ ________ 5, 361. 36

Vernal, 0.5 mi. W., thence 0.5 mi. S. from, 25 ft. S. and 20 ft. W. from 

crossroads, on N. end of W. head wall of large masonry culvert over 

ditch; chiseled square (recovered by U. S. C. & G. S. in 1934)___._ -5, 349. 704

Vernal, 0.5 mi. W., thence 1.4 mi. S. from, 200 ft. N. and 14 ft. W. 

from crossroads, on NW. corner of W. head wall of masonry culvert; chiseled square (recovered by U. S. C. & G. S. in 1934)______ 5, 360. 862

Vernal, 2.5 mi. SW. of; floor of bridge over irrigation ditch__._ _.__ 5, 403. 7

Vernal, 3.0 mi. SW. of, 17 ft. N. and 30 ft. E. from crossroads, in W. 

end of N. head wall of large masonry culvert; standard tablet 

"M 1 1934 5450" (recovered by U. S. C. & G. S. in 1934)_______ 5, 449. 641

Reference mark, 87 ft. W. of tablet, on N. heaji wall of small masonry 

culvert; chiseled square___i_'_______________________________ 5, 450. 68

Vernal, 3.9 mi. SW. of, 30 ft. S. and 90 ft. E. from rd. fork, in root 

on NW. side of 34-in. cottonwood tree; copper nail and washer.__ 5, 563. 414

Vernal, 4.0 mi. SW. of, at rd. fork; floor of bridge.__-___-_-__-____ 5, 592. 5

Vernal, 5.0 mi. SW. of, on S. slope near foot of hill, on S. end of W. 

head wall of masonry culvert; chiseled square (recovered by U. S. 

C. & G. S. in 1934)________ _---_ - - ---- --- 5, 662. 252

Vernal, 5.4 mi. SW. of, at top of divide between Ashley Valley and 

Halfway Hollow, 14 ft. NE. of highway, on sandstone ledge; chiseled square.__________-_____--__-_______-----_--i-_--J-----_ 5, 776. 40

Vernal, 5.4 mi. SW. of, 21 ft: NE. of old rd., 175 ft. E. of highway sta.

3032+SO, in boulder; standard tablet stamped "M 57 1934 5775" _ 5, 775. 077

Vernal, 6.4 mi. SW. of, on hillside, at first drain S. of summit, 55 ft.

W. of rd., on boulder; chiseled square___---__-_. --------------- 5, 604. 48

97 This is Utah State Road Commission B. M. No. li
VERNAL QUADRANGLE 201

Vernal, 7.4 mi. SW. of, 0.2 mi. E. of highway, 25 ft. N. and 18 ft. E. Feet 

from crossroads; top of iron rod_______________________________ 5, 442. 53

Vernal, 8.0 mi. SW. of, 0.5 mi. S. of crossroads, 75 ft. W. of Ouray rd., 

near SE. end of rock outcrop, on boulder; chiseled square 98_____ 5, 426. 34

From point 3.9 miles south of Roosevelt along road northwest into Duchesne 

quadrangle (by 0. W. Moore in 1934)

Roosevelt, 3.9 mi. S. of post office, 45 ft. S. and 9 ft. W. from junction of T-rd. W., at SW. corner of bridge over irrigation ditch, in 

pile; copper nail and washer____-__________.--___________.____ 4, 983. 84

Roosevelt, 2.8 mi. S. of, 180 ft. E. of rd., 440 ft. SE. of junction of 

private rd. W., on S. side of ridge, in rock outcrop; standard tablet 

stamped "M 20 1934' 5066"___-_____________________________ 5, 066. 120

Reference mark, 110 ft. SW. of tablet, 75 ft. E. of rd., 865 ft. SE. of 

main rd. fork, on rock outcrop; chiseled square.----.--.--------- 5, 068. 81

Roosevelt, 1.9 mi. S. of, 20 ft. S. and 15 ft. W. from crossroads, on 

NW. corner of W. head wall of masonry culvert; chiseled square.__ 5, 021. 87

Roosevelt, 0.9 mi. S. of, 50 ft. N. and 30 ft. W. from crossroads, in 

concrete post; standard tablet stamped "M 21 1934 5027"___-_- 5, 026. 899

Reference mark, 64 ft. NE. of tablet, 30 ft. E. of rd., in root on W. 

side of multiple poplar tree; copper nail and washer._-______-_-__ 5, 026. 66

Roosevelt, 0.5 mi. S. of, 100 ft. SW. of crossroads, on S. concrete 

head wall of culvert; chiseled square___---______---__-____--_-_ 5, 046. 68

Roosevelt, 12 ft. S. of entrance to post office, at curb, in sidewalk; 

standard tablet stamped "M 22 1934 5100" ^.................. 5, 100. 281

Reference mark, 80 ft. W. of tablet, 12 ft. S. of library, at curb, on 

sidewalk; chiseled square___-_-_--_______________________.____ 5, 101. 18

From point 1.7 miles east of Neola along roads east to road intersection 2.7 

miles south of Whiterocks, thence south by way of Leeton to point 1.3 miles 

northwest of Fort Duchesne (by 6. W. Moore in 1934)

Neola, 1.7 mi. E. of, 14 ft. S. of bridge over canal No. 1, in NE. end of 

concrete wall of irrigation gate; standard tablet stamped "M 28 

1934 5952"..______________________________________________ 5, 952. 107

Neola, 2.5 mi. E. of, 35 ft. S. of rd., 5 ft. S. and 9 ft. E. from corner of 

fence, in NE. corner post of irrigation gate box; copper nail and 

washer.._______________________________________________ 5, 914. 92

Neola, 3.0 mi. E. of, 30 ft. S. and 115 ft. E. from crossroads, in root 

on NE. side of 15-in. poplar tree; copper nail and washer_________ 5, 885. 46

Neola, 4.0 mi. E. of, 35 ft. S. and 55 ft. W. from second-class crossroad, 5 ft. S. of corner of fence, in concrete post; standard tablet 

stamped "M 29 1934 5829"____._________-__ ______________ 5, S29.-477

Whiterocks, 3.7 mi. S. of, 20 ft. NE. of river rd., 120 ft. SE. of junction of second-class rd. S., in concrete postj'standard tablet stamped 

"M 30 1934 5682"___1_ _______________ ------------------ 5, 681. 998

Whiterocks, 4.5 mi. S. of, 65 ft. N. and 17 ft. W. from curve in rd., in 

root on E. side of 15-in. cottonwood tree; copper nail and washer._ 5, 607. 40

Whiterocks, 5.1 mi. S. of, 100 ft. S. and 15 ft. W. from crossroads, in 

root on N W. side of 15-in. cottonwood tree; copper nail and washer. _ 5, 575. 43

Leeton, 1.5 mi. SE. of, 7.4 mi. S. of Whiterocks, 7.0 mi. NW. of Fort 

Duchesne, in center of abandoned rd., in root on N. side of twin 

poplar tree; copper nail and washer__________._______________ 5, 394. 69

88 This mark is 65 ft. south of the standard tablet stamped "5432," described on p. 196.

89 In 1939 it was reported that this benchmark had been covered by 2 inches of asphalt used as sidewalk topping. It is 7.6 ft. west of the inside edge of concrete post of mail box and 0.7 ft. inside Inner edge 

of concrete curb.
202 SPIRIT LEyELING . IN UTAH, 189 7-1938

Fort Duchesne, 6.0 mi. NW. of, 18 ft. S. of jog in .rd., in base on W. feet 

 side of 6-in. cottonwood tree; copper nail and washer.___________ 5, 315. 77

Fort Duchesne, 5.2 mi. NW. .of, 40 ft. W. of rd.,.40 ft. S. of junction 

of .dim T-rd. W., 5 ft. S; and 15 ft. E. from corner fence post, on 

boulder; chiseled square_------------_-------___-__-__________ 5, 269. 14

Fort Duchesne, 4.4 mi. NW. of, 185 ft. N. of rd. fork, 155 ft. N." of 

ditch, 65 ft. W. of rd., 90 ft. N. and 2 ft. E. from corner of fence, 

in concrete post; standard tablet stamped "M 58 1934 5214''.___ 5, 214. 761

Reference mark, 100 ft. S. of tablet, 10 ft. S. of corner fence post, 

on boulder; chiseled square_--__-------_ ____________________ 5, 213. 51

Fort Duchesne, 1.3 mi. NW. of, on U. S. Highway 40, 15 ft. S. and 35 

ft. W. from junction of T-rd. N., in S. concrete head wall of culvert; 

standard tablet stamped "M 59 1934 5050" (recovered by U. S. C. 

& G. S. in 1934)___-__-___________________________ 5, 050. 203

WELLINGTON QUADRANGLE

[Latitude 39°30'-39°45'; longitude 110°30'-110°45'] 

CARBON COUNTY

From Castlegate quadrangle southeast along Sunnyside branch of Denver 

Rio Grande Western Railroad into Mounds quadrangle (by I. F. Biggs 

in 1910; leveled twice)

Wellington, 1.5 mi. SE. of, 3.3 mi. NW. of Farnham, at SE. corner of 

steel bridge, on stone abutment; aluminum tablet stamped erroneously "5459 39".._-____._'___ ___ _____..__-____'__ 5,361.486

Farnham, opposite sta., 10 ft. E. of telephone pole, on E. side of rightof-way, in sandstone boulder buried flush with ground; aluminum 

tablet stamped "5315 40" ________________________ 5, 317. 633

From Mounds quadrangle north and east along Denver & Rio Grande Western 

Railroad into Sunnyside quadrangle (by L. F. Biggs in 1810; single unchecked spur line)

Mounds, 8.0 mi. NE. of, 7.0 mi. W. of Sunnyside, 200 ft. E. of milepost 8, on S. side of right-of-way, in sandstone boulder; aluminum 

tablet stamped "5695"__-__--_-_--________________________ 5, 698. 453

Sunnyside, 6.0 mi. W. of. on summit of small butte, 6 ft. S. of triangulation sta., on boulder; chiseled mark._____________________ 5, 814. 91

From Wellington north along road 4 miles, thence northeast by way of Edwards ranch to point 2.2 miles northeast of Soldier station, thence northwest into Ninemile Creek quadrangle (by I. B. Glasgow in 1912)'

Wellington, 5.0 mi. N. of, 100 ft. S. of junction of Price-Whitmore 

Park rd., 15 ft. E. of telephone pole; standard iron post with bronze 

cap stamped "5796 CS".___________________________________ 5, 796. 235

Coal Creek camp, 50 ft. S. of, 100 ft. E. of rd., 50 ft. N. of telephone

pole; standard iron post with bronze cap stamped "5739 CS".___ 5, 739. 267

Edwards ranch, 40 ft. N. of old log house on W. side of rd.; standard 

iron post with bronze cap stamped "6254 CS"________.-_._ 6, 254. 397

Edwards ranch, 3.2 mi. NE. of, 0.7 mi. N. of Soldier sta., on W. side

of rd., in rock; chiseled square._________---_-______-_-_____--_ 6, 895. 22

Soldier sta., 2.2 mi. N. of, 250 ft. N. of rd. fork at P. V. bridge; standard iron post with bronze cap stamped "7116 CS".___- __ 7,116. 560 

Soldier sta., 2.2 mi. N., thence 1.2 mi. NW. from, at junction of T-rd.

E., on rock; chiseled triangle. _-__ _. 7, 306. 80

1 An excessive error in this line has been disposed of by adjustment.
SPIRIT LEVELING IN UTAH, 1897-1938 203

WESTWATER QUADRANGLE >

[Latitude SQW-SQW; longitude 109°00'-109°30'J 

GRAND COUNTY

From Mount Waas quadrangle northeast along Denver & Rio Grande Western 

Railroad to Utah-Colorado State line (by I. F. Biggs in 1910; leveled twice)

Marrs, 250 ft. E. of sta. sign, 6 ft. S. of second telephone pole, on S.

 side of right-of-way; standard iron post with bronze cap stamped ftet 

"4349 69" ----- ---------- -- -----_ 4,347.441

Cottbnwood, 1,000 ft. E. of sta., at S. end of cut, 10 ft. N. of track, in 

sandstone boulder; standard tablet stamped '-4548 70M _._: 4, 549. 101'

Westwater, 25 ft. N. of sta., between sta.: and tracks; standard iron 

post with bronze cap stamped "4320 71" (recovered by U. S. C. & 

G. S. in 1927)- - - 4,320. 313

Utaline, 20 ft. N. of sta. sign, on Utah-Colorado-State line, in sandstone ledge; standard tablet stamped "4353 72".____....__ 4, 354. 700

............. ... .WHITE .CANYON .QUADRANGLE

1 [Latitude 37°30'-38°00'; longitude 110°00'-110°30'] 

SAN JUAN AND GARFIEID COUNTIES

From Elk Ridge quadrangle along State Highway 95 northwest to Edwin Natural Bridge (by E. H. Larson in 1934; double-run spur line)

Edwin Natural Bridge, .1.1 mi. SE. of, 25 ft. E. of highway, in W. side 

near base of 18-in. juniper tree; copper nail and washer..________ 6, 214. 78

Edwin Natural Bridge, S. of and across gulch from, 10 ft. E. of trail, 

in sandstone outcrop; standard tablet stamped "6023 EL 44 1934". 6, 021. 575

Reference mark, 66 ft. SSE. of tablet, on sandstone outcrop; chiseled 

square--. _ _ ____ _._ 6,022. 59

WILSONVILLE QUADRANGLE

[Latitude 39°00'-39°15'; longitude 110°45'-111°00'] 

EMERY COUNTY

From Poison Spring quadrangle southwest along State Highway 10 into Castle 

Dale quadrangle (by C. H. Williams in 1923; leveled twice))

Castle Dale, about 3 mi. NE. of, 100 ft. N. of junction of highway with 

rd. W. to Orangeville, in W. end of concrete culvert; standard tablet 

stamped "5711"_ r _ r ____.. T _._.... _- -_-___ _ 5, 710. 203

' A narrow strip of territory along the east boundary of this quadrangle lies in Colorado.
SUPPLEMENTAL ELEVATIONS

The table below shows altitudes of well-known features in Utah, 

such as summits, water surfaces, and tops of rails at railroad stations, 

as assembled from the topographic maps of the Geological Survey 

and from other sources.3 These altitudes, with the exception of a 

few which were determined by spirit leveling along railroads, were 

obtained by barometric and vertical-angle measurements. The 

figures given are in accord with the latest information, but they are 

only approximate and should not be used for accurate work.

Supplemental elevations in Utah

Location

Adams, U. P. R. R _ ________ _

Agate, D. & R. G. W. R. R_________

Ajax, U. P. R. R___. -_._.__._ ._.

Alexander, D. & R. G. W. R. R_____

Altonah A __ --- ___-_-_-

Altus, D. & R. G. W. R. R__ _ _.__

American Fork, U. P. R. R_. _______

Ansell, U. P. R. R_-.-_____________

Ant Knolls. _ ______ _________

A (U. S. C. & G. S.).

Arinosa, W. P. R. R________ _ ____

Arthur, D. & R. G. W. R. R____.-__

Asphaltum, D. & R. G. W. R. R____

Atkinson, U. P. R. R _ ______.____

Atwoods, U. P. R. R_____._ _ _____

Aurora, D. & R. G. W. R. R _ _____

Axtell, D. & R. G. W, R. R._. ______

Bagley, S. P. Co____----____--_____

Bagnall, D. & R. G. W. R. R_______

Bakers, U. P. R. R________ ___ __

BaldKnoll________________________

Bald Knoll________________________

BaldKnoll________________________

Bald Mountain...-. ___ ________ _

Bald Mountain. ____ _____________

Bald Mountain.. ._._______ _____

Bald Mountain.. _ _________________

Bald Ridee. _ _____ __. _______

County

San Juan_______ .__

Juab_ _. _-___-_-.

Garfield- _____--_-_

Tooele._______ _____

Salt Lake __ ____ _

Duchesne _ _ _ ______

Summit. __ _ _

Utah_______________

Utah_______________

Utah-Wasatch

Millard __ _______

Tooele_ __._ ___ __

Salt Lake _____

Utah_____ __________

Summit, ______ __

Sevier______ _______

"Wphipr

Sanpete____ ______

Box Elder___ ______

Summit- Wasatch.

Duchesne ____ _

Utah___ _ _________

Emery __ ____ .___

Summit __ _______

Tooele- ______ ___

Emery. _ _--_._----_

Elevation (feet)

11,357

4,873

10, 360

4,362

5,055

4,619

7,410

8,075

6, 900

4,616

4,718

9,882

9,678

6,485

4,220

4,566

5, 182

6,448

4,331

5, 176

5, 180

4, 217

5,470 -

4,223

8, 500

7, 905 

7,504

10 07Q

9,286

11,800

11, 947

9,620

9,353

9,505

 Gannett, Henry, A dictionary of altitudes in the United States (fourth edition): U. S. Geological Survey Bull. 274, pp 975-986, 1906. Bowie, William, and Avers, H. G., F9urth general adjustment of the 

precise level net in the United States and the resulting standard elevations: U. S. Coast and Geodetic 

Survey Special Pub. 18, pp. 159-160, 1914. Avers, H. G., Triangulation in Utah: U. S. Coast and 

Geodetic Survey Special Pub. 209, pp. 97-99,1937.

204
SUPPLEMENTAL ELEVATIONS 

Supplemental elevations in Utah Continued

205

Location

Baldy Peak__ _ ___________ .

Barry, U. P. R. R-____-__-__------

Baskin, U. P. R. R __---_____-___-

Bear Mountain.. ________ _________

Bear River, U. P. R. R_ _____ _ _._

Bears Ears Buttes, Bears Ears A__-_

Beaver Mountain _ _______________

Becks, U. P. R. R_-___-__-_--____-

Bee Hives, The _ ________________

Beehives, The_____ _________---___

Beirdneau Peak ___________________

Belknap, D. & R. G. W. R. R_______

Belknap Peak, Tushar A (U. S. C.

& G. S.). 

Belmont (Riverside), U. P. R. R____

Benjamin, U. P. R. R_________.____

Beppo, S. P. Co___--____-_____._-_

Bergeson Hill, Bergeson A __ -____

Beryl, U. P, R. R._.______. ________

Big Mountain. ____________________

Big Piney Mountain. _______ ______

Bingham, D. & R. G. W. R. R___._

Bingham Junction, D. & R. G.

W. R. R. 

Bishopric, The. ________ __________

Black Mesa Butte A __ __________

Black Mountain, Lakeview A ------

Black Rock, U. P. R. R._ __________

Blood Mountain_________________ _

Blue Creek, S. P. Co. ._____--_-__

Boat Mountain____________ _______

Bonneville, S. P. Co_. ____________

Bony Bench. ___^ _________________

Borden, U. P. R. R__---_-___-. ___

Boulter, U. P. R. R. _ ____________

Bovine, S. P. Co ___ _____________

Brendel (Crescent), D. & R. G.

W. R. R. 

Brian Head, Brian A (U. S. C.

& G. S.). 

Bridge Junction, U. P. R. R __ _____

Bridge Mountain __________________

Brigham A--- ----_-----_-_-----_

Brim, U. P. R. R__-__-______---___

Brown Peak, Indianola A-_-----__-

Bruin Point, Bruin A_-_- ___--_-_-

Bryce Point, Bryce A--_-_ ---------

Buckhorn Knoll. __-____-__-_-_____

Buckhorn Mountain _______________

Burger A (U. S. C. & G. S.)--------

Burriston, U. P. R. R._-_ __ ______

Burton, U. P. R. R-___-_-__--_-___

Butterfield Peaks. _ ________________

Calls Fort, U. P. R. R_______._____

Candland Mountain. ______ _______

Cap, The ___ _. __ ___ ___ _ __ __

127289 40 14

County

Utah_____. _________

Daggett. ___---____.

Box Elder_-_____-__

San Juan___________

Box Elder______ __

Utah... __---_-_--._

Box Elder____-__-__

Salt Lake-Morgan _

Salt Lake __ _--__-_

Washington ___

San Juan___ ________

Rich_____________._

Millard- -_----_--_-

Tooele___----_----_

Box Elder______-___

Box Elder__._______

Millard-.----------

Box Elder... __ _ _

Grand ______--___-_

Iron. ______________

TSTpHpr

Box Elder. __ _ _ _

Salt Lake __ _-_-.__

Juab-Utah _ _ ______

Box Elder _________

Emery

Elevation (feet)

12, 000

10, 200

4,771

5,714

7,674

4,500

10, 500

9,059

8,845

4,222

6,420

6,825

8,912

5,819

12, 132

4,399

4,546

4,223

5,965

5, 155

8,263

8,700

5,862

4,365

7,327

6,015

7,696

4, 852

10, 000

6,631

4,271

8,073

4,245

6, 674

4,718

6,033

4, 349

4, 908

11, 299

4, 314

6,814

4, 350

10, 472

5,539

8,780

10, 285

8, 294

9, 155

7,852

10, 325

4,929

4,237

9,303

4,245

10, 330

9, 610
206 SPIRIT LEVELING: IN' UTAH,' 1897-KL938

Supplemental elevations in Utah Continued

Location

Caryhurst, D. & R. G. W. R. R. .__

Castilla, D. & R. G. W. R. R_ ._._._

Castle Dome. _____________________

Castle Peak, ParietteA--- - 

Castle Rock, U. P. R. R ---------

Cathedral Butte. _____--_-_--_--___

Cedar, D. & R. G. W. R. R____.___

Cedar Cliffs, D. & R. G. W. R. R _

Centerville, U. P. R. R _ ----------

Central, D. & R. G. W. R. R-__-___

Champlin, U. P. R. R ----------

Charleston, D. & R. G. W. R. R____

Chester, D. & R. G. W. R. R_ ______

Christianburg, D. & R. G. W. R. R__

Circleville Mountain A (U. S. Forest (

Service) . City Creek Peak A (U. S. Forest

. Service) . 

Clayton Peak ___ _. --___.__ __.

Clayton Peak A __---__-___-__-

Clear Creek Mountain, Clear Creek A -

Clear Lake, U. P. R. R----.------__

Clearcreek, D. & R. G. W. R. R _ _.

Clearfield, D. & R. G. W. R. R ___

Clearfield, U. P. R. R_____ ______

Cliff, D. & R. G. W. R. R-.-_---___

Cline, U. P. R. R__-_ _ _ _

Clipper Peak, Markham A -------

Clive, W. P. R. R_______________ __

Colin, S. P. Co______ _ __

Collinston, U. P. R. R_-._--_-----_

Colton, D. & R. G. W. R. R __ ___

Cone A (U. S. C. & G. S.)-- - ------

Copperton, D. & R. G. W. R. R_. _.

Cornish, U. P. R. R __ - __ -------

Cottonwood A----------- --------

Crater Hill __ - __ _--..- _ _.

Cruz, U. P. R. R___'_ -- --_

Cuprum, D. & R. G. W. R. R ____

Currant Peak, Currant Creek Peak A

Curvo, U. P. R. R____-_-__---_--:_

Cutler, U. P. R. R______.__ _.

Dakota Hill. __ ___ __ _ __ _ _ __

Dale, D. & R. G. W. R. R___-_---_.

Dalton, D. & R. G. W. R. R________

Deadman Mountain. _ _____________

Deer Mountain _ -__-_-__--_-_-__

Deertrap Mountain---.-.. _______

Delano reak____ __________ _ ____

Del Monte, U. P. R. R ----------

T-oTV^illo "PooV

Deseret A (U. S. C. & G. S.). .......

Devils Slide, U. P. R. R--_.___--_.

Dewey, U. P. R. ^.. ..............

Divide, D. & R. G. W. R. R_-__-___

Draoer. U. P. R. R __________ _

County

Utah. ___________

Utah_______________

Duchesne __ _ _ ___

Summit. _____ _____

Emery. ____________

Sanpete.____ ____ _

Sevier ___ ______ __

Juab_____ __________

Wasatch, __________

Sanpete ____________

Sanpete. ___________

Beaver- Piute __ _ _ _ _

Beaver-Piute_ ____ _

Salt Lake-Wasatch _

Kane_ _____________

Millard. .__-_ ___

Carbon __ _ ______

Davis. _____________

Millard__ _ _______

Tooele____-_--_____

Box Elder. ___ _ _

Box Elder__________

Utah_. _____________

Box Elder ___. _____

Cache _ _____ ____

Salt Lake __ _____

Rich__ __ _______ _ Millard_ __________

Salt Lake __ ______

Wasatch. _ _________

Summit________

Utah_______________

Washington. _ _ _

Salt Lake __ ______

Salt Lake _ ______

Summit. ___ _____

Kane _ ___________

Washington __ __

Beaver-Piute_ __ _ _ _

Tooele _____ _____

Washington. _ _____

Tooele. _____ _ ___

Salt Lake-Utah _____

Morgan ___________

Box Elder..........

Salt Lake __ _______

Elevation (feet)

4. 8O9

4,912

6, .960

. 5, 305

6,224

7 cms

5, 180

5,816

4 94fi

. 5, 330

A. QKA.

5, 433

5,460

5,252

11, 276

11, 161

12, 004

10, 728

8, 087 .

4,593

8, 230

4,451

4, 485

4,850

4,781

9 9O7

4,285

4 917

4 417

7, 170

e qoq

5,643

4 99f»

4 ^91

8,677

5, 148

6,518

5, 207

7,993

4,876

6, 313

10, 584

6,561

4,383

6, 661

5,350

5, 115

10, 800

7,830

6, 882

12, 240

5, 374

6, 697

11,031

10, 992

5, 229

4,324

6,300

4.505
' SUPPLEMENTAL ELEVATIONS 

Supplemental elevations in Utah Continued

207

Location

Draper A (U. S. C. & G. S.)-- -----

Dry Mesa A ------ -.-. ..

Dubuous A __---__-------------

Dyer, U. P. E. R__ _- -

Eagle Crags ________^_._ .__-

East Temple, The _____ . .

Echo, U. P. R. R.__-__. -----------

Edwards, U. P. R. R ------------

Elberta, D. & R. G. W. R. R _ ..

Elbow, The..-.-- _____ - -

Elgin, D. & R. G. W. R. R._. ....__

Elizabeth Mountain A _._-----_-

Elsinore, D. & R. G. W. R. R ..__

Elwood, U. P. R. R __ _ -----

Emory, U. P. R. R- -- --

Enterprise, D. & R. G. W. R. R. . . . _ -

Ephraim, D. & R. G. W. R. R______

Ephraim A- ----------------------

Erda, U. P. R. R---------_--------

Eureka Peak A_------------------

Evans, U. P. R. R_. _-_------.--.--

Evona, U. P. R. R________ .__

Fairmont, D. & R. G. W. R. R ...

Fairview, D. & R. G. W. R. R......

Farmington, U. P. R. R 

Faust, U. P. R. R ______ ----

Fay ette A ----------------------

Fielding Station, U. P. R. R- -------

Five Points Junction, U. P. R. R-___

Flagstaff Mountain _____-__---_____

Flagstaff Mountain. __ -___--_-____

Flagstaff A (U. S. Forest Service) ____

Flat Top Butte, Flat Top A -----

Ford, U. P. R. R--_-_-------------

Fountain Green, D. & R. G. W. R. R._

Freedom, D. & R. G. W. R. R. __ _

Frisco A, Quartzite Hill_ __--_-____

Garfield, U. P. R. R_. .............

Garland, U. P. R. R.._. .___......_

Gartney, S. P. Co.-.. ____ _ .....

Gateway, U. P. R. R __ __ -__--.

General Land Office No. 2 A, Uinta

base line. 

Geneva, D. & R. G. W. R. R ___ ..

Gilbert Peak A __ - _____ - ......

Gogorza, D. & R. G. W. R. R ___ .

Gold Hill....... ---------_---_-___

Goose Creek Knoll _ _____._-._____

County

Salt Lake-Utah ___

Carbon. ___________

ftpvipr

Tonplp

Utah.......!.......

Juab _ ___--_---___

Washington __ __._

Millard ___ _______

Utah____. ----------

Carbon __ _ ________

Grand... .___--..

Sevier

Box Elder ___ ..--.

Juab _ _.__------__

Tnoplp

Tnnplp

Box Elder _ .. __ _

Sevier

Sanpete __-__--_----

Davis----_-------_-

Tooele '

Box Elder _____ 1

Salt Lake _ ________

Salt Lake-Wasatch__

Duchesne__ _ _____

Salt Lake. _ _ ___

Salt Lake.. .___._

Box Elder _____ .

Box Elder. ___ ..

Utah........ .....__

Emery. ____________

Duchesne-Summit. _ _

Tooele-_-_------__-

Washington __ _____

Elevation (feet)

9,318

11, 103

8,838

5,957

9,264

7 73^

10, 266

5,085

6,394

10, 730

7, 110

5,460

4,788

4. «CQ

9,555

4 OfU

10, 353

c 099

4,285

5,912

4,270

5

C1 A

8,750

A K.AQ

7,909

8,104

A OCC

4,325

c ocq

R fl9Q

4,256

S OKC;

6,000

4,387

7,274

8,507

4,265

10, 322

9,206

10, 213

6, 102

5, 153

6,026

9,303

5 71 3

9,648

A 997

4,340

4 fiOQ

4 809

6,678

4,502

10, 101

9,756

13, 422

6,328

5,901

7.667
208 SPIRIT LEVELING IN UTAH, 1897-1938 

Supplemental elevations in Utah Continued

Location

Gooseberry, D. & R. G. W. R. R ______

Goshen, D. & R. G. W. R. R ____

Grampian Hill _ __ _____________

Granite Peak A (U. S. C. & G. S.)---

Grassy, D. & R. G. W. R. R _ _____ 

Gravel Pit, U. P. R. R__ __ _______

Great White Throne, The __ _ __ __

Green River, D. & R. G. W. R. R __

Grey Head A-------- ------------

Groome, S. P. Co_______ ___ -----

Grove, D. & R. G. W. R. R_________

Grundy, D. & R. G. W. R. R_ _ ___

Gunnison, D. & R. G. W. R. R __ __

Gunnison Peak, Monroe 2 A (U. S.

C. & G. S.). 

Hale, D. & R. G. W. R. R____ ______

Harrisville, U. P. R. R. _ ____ _ __

Hatchs, U. P. R. R___ _ _______ __

& G. S.).

Haystack Mountain. _ __________

Heber, D. & R. G. W. R. R-._______

(U. S. C. & G. S.). 

Helper, D. & R: G. W. R. R.. ......

Henefer, U. P. R. R____ __ _ ___ _

Herriman A, Lowe Peak (U. S. C. & /-I Q1 \

Hickory,' U. P. R. R_____ _ _ _____

Hill Top, D. & R. G. W. R. R______

Hills, U. P. R. R--. ---------------

Hillside, D. & R. G. W. R. R... __

Hogup, S. P. Co. _ --- - - 

Homansville, D. & R. G. W. R. R___

Home Valley Knoll. _ _ _ _ _ _ _ -___

Homer Spur, U. P. R. R ---------

Honey ville, U. P. R. R

Hooper, D. & R. G. W. R. R___.___

Hot Springs, D. & R. G. W. R. R___

Hot Springs, U. P. R. R ___ -._..

Hoytsville, U. P. R. R___. _____..__

Hunter, D. & R. G. W. R. R __ ____

Huslers, U. P. R. R________________

Hvde Park. U. P. R. R____ __ _____

County

Sevier _ __________

Utah_______________

Beaver______ ______

Sevier _ ___________

Utah.. _____________

Juab _____ _______

Tooele--_--.___ _ _

Emery _____________

Box Elder... .___--

Carbon __ _________

Washington ________

Emery _____________

Duchesne______ -__

Box Elder _______--

Sanpete.-.- _______

Utah. .___.-_...---

Sanpete. ___________

Tooele--__ _______

Weber. __ ____.__--

Washington _ _____

Juab_ _ _____________

Wasatch. __________

Carbon __ .___._--

Summit- ___________

Tooele-Utah ___ _

Beaver. __ _________

Cache _ ____.__-_-_

Utah__.__ ___......

Box Elder.. _____

Utah____________ 

Washington.. _-___--

Box Elder-. ___ .

San Juan... ______--

San Juan__ _ ______--

Salt Lake __ .._._--

Box Elder. __. 

Juab -____-_____-_

Millard. __________

Summit ____________

Summit- _____ _____

Salt Lake __ ____.-

Cache _ ___________

Elevation (feetf

5,710

4,531

7, 400

7,854

8,313

6,500

9,780

5,574

4,890 

4,491

8,790

9,250

6,744

4,080

9,531

4,221

5, 162

4, 516

5,215

5,250

11,216

7,570

5,543

4, 221

4,297

4,280

7,500

12, 473

8,833

12, 101

5,564

10, 275

11, 132

5,840

5,335

10, 584

5,252

6, 430

4,501

5,052

4,239

6, 232

8, 182

6, 568

4, 265

4, 436

9, 202

11,212

4,219

4, 274

7, 150

8, 100

10, 237

5, 663

4, 600

4, 244

4, 448'
SUPPLEMENTAL ELEVATIONS 

Supplemental elevations in Utah Continued

209

Location

Ibepah Peak, Ibepah A (U. S. C. &

G. S.). 

Inclined Temple__-'___-____ _______

Indian Head. ______________________

Indian Head A_--_------__ --____

Indian Mountain _______ _________

Indian Peak A (U. S. C. & G. S.)-__

Indianola, D. & R. G. W. R. R______

Indianola A, Brown Peak. ________

Ivie, D. & R. G. W. R. R-_________

Ivins Mountain ___ _ _---____._____

Jackson, S. P. Co__-_ _-_-_____--__.

Jericho, U. P. R. R__.-__-__-___.__

Jerome, U. P. R. R_----_-._. ______

Jeson Butte__ ___ _ _______ ____

John A, Vermilion CliflL ___________

Joseph, D. & R. G. W. R. R_-_ __ _

Juab, U. P. R. R-______ _ ________

Jupiter HilL ______________________

Kane, D. & R. G. W. R. R. _______

Kaysville, D. & R. G. W. R. R______

Kaysville, U. P. R. R__--______ _ _

Keetley Junction, U. P. R. R_ ______

Kelton, S. P. Co_______.___________

Kerr, U. P. R. R.___-__-._ ________

Keystone Ridge. ___--_--_--_______

Kimballs, D. & R. G. W. R. R______

Kings Peak (highest point thus far

determined) . 

Knight, U. P. R. R _______________

Knolls, W. P. R. R___________.___.

Knotch Peak.. _ _ ________ _____

Kyune, D. & R. G. W. R. R _ _ _ _

Lady Mountain. _ _ _ __________

Laguna, D. & R. G. W. R. R_______

Laho, U. P. R. R______---________.

Lake, S. P. Co _______.--. _ _____

Lake Catherine, water surface. !_____

Lake Martha, water surface _ ______

Lake Mary, water surface. __ ______

Lake Point, U. P. R. R_ _ _________

Lake Solitude, water surface. _.-.___

Lake View, U. P. R. R__--_____.__.

Lakeside, S. P. Co_ ______________

Lakeview A, Black Mountain _ ____

Lambs Knoll____________________ _

La Motte Peak A---------------_-

Lant, D. & R. G. W. R. R___. ______

Lark, D. & R. G. W. R. R __ _____

Latimer, U. P. R. R__ _________ __

Layton, U. P. R. R._.______ ___ __

Leadmine, D. & R. G. W. R. R. ...

Leamington, U. P. R. R_.--.____ __

Lee, U. P. R. R__. ________________

County

Juab____ __-_----__.

Utah___. ___________

Beaver. ____________

Qpvipr

Box Elder __ _ _ __

Millard- ___-------_

Daggett__ -_--____

Kane_. ___ _______

Sevier _ ___________

Box Elder_____ __ _

Juab _ ___--_--___.

Tnnplp

Millard _ _________

Carbon __ _________

Utah_______---.____

Box Elder.^ _ _____

Salt Lake __ .--__-.

Tooele_------------

Salt Lake __ _______

Utah_______________

Box Elder_________.

Rich_______________

Utah_______________

Salt Lake __ _______

Millard____--_.____

Juab_ _ ____--_-___-.

Elevation (feet)

12, 088

7,156

9,810

9,837

9,310

9,783

5,905

8,780

7,828

5, 152

7,019

4,241

5,309

4,578

9, 100

6,000

5,421

5,081

6,500

10, 007

8,750

10, 237

5,213

4,262

4,293

6,587

4, 225

5,087

6,731

8,530

6,363

13, 498

5,944

4,238

9,655

6,960

6,940

5,473

5,013

4,217

9, 921

9, 594

9,490

4, 276 ,

9,033

4, 550

4,217

7,696

6,310

12, 723

4,551

5,460

5,077

4,356

5,418

4,728

4.909
210 SPIRIT LEVELING IN UTAH, 1897-1938

Supplemental elevations in Utah -Continued

Location

Le Grand, D. & R. G. W. R. R_____

Lehi, U. P. R. R___..__. __.._..._.

Leidy Peak A -------- ______ ___

Leland, D. & R. G. W. R. R ____ _

Lemay, S. P. Co _ ___________ ___-

Lena A, Mount Lena____ _-____-___

Lewiston Peak___ ____ _________'_- 

Lion Peak. _ _______ __________^_

Little Baldy_^_ ___ ___ _ __ ___

Little Creek Peak, Little Creek A___

Little Mountain A----. -----------

Little Nelson Mountain ____________

Little Water Peak. ___ ___ __ .__.

Lofgreen, U. P. R. R ____ _ ____

Logan Peak A- ____ _____________

Loline Junction, D. & R. G. W. R. R.

Lone Hill___ _____________________

Lone Peak A (U. S. C. & G. S.)- 

Lone Tree A _ -__--.________ ___

Lookout Peak.. __________________

Low, W. P. R. R ____________ ___

& G. S.). 

Lucin, S. R Co_____ ____________

Lund, U. P. R. R _ _____________

Lynndyl, U. P. R. R _________ _

Mclntyre, U. P. R. R _ _____ _ Madsen, U. P. R. R __ ______

Magna, D. & R. G. W. R. R_ ___ _

Service) . Malone, U. P. R. R-_--___-._______

Mammoth, U. P. R. R -__--_-_____

Mammoth Junction, D. & R. G. W.

R. R. 

Mammoth Peak, Eureka A _ ______

Mancos Jim Butte. ______________ _ Mansard A, Vermilion Cliff. ___ . _ Manti, D. & R. G. W. R. R._______

Markham Peak __ __ _____________

Marsh Peak A-------- ___________

Mary's Nipple A (U. S. Forest Service). 

Marysvale, D. & R. G. W. R. R __ _ Marysvale Peak A (U. S. Forest

Service) . Matlin, S. P. Co___________________

Meridian Tower. ____________ _____

Metropolitan, D. & R. G. W. R. R__

Midlake, S. P. Co____.___-_. ______

Midvale, U. P. R. R.__. . ._.....___

Milburn, D. & R. G. W. R. R______.

Mill Fork, D. & R. G. W. R. R__ 

Mills, U. P. R. R - -- -_- -_

Millville Peak.. _______ __ .

Modena. U. P. R. R_ __ _ - __

County

Salt Lake __ .-____

Utah ____ ____ _

Uintah. ___ _______

Utah-_____------__-

Box Elder. _____

Uintah_ ____________

Cache _ ___________

Tooele-Utah_ _ _ _

Rich ____ ---_ _

Sevier _ _________ _

Cache __ __________

Emery _____________

Salt Lake. ______

Tooele.. __ __ _

Cache _ ___________

Salt Lake__ ____j._

Wasatch. ___._____.

Salt Lake _ _______

Salt Lake__ ____ _

Salt Lake__ ______

Tooele_--____ __ __

Tooele-Utah ____ _

Box Elder ______

Millard ___ _____ __

Box Elder ___ ....

Salt Lake__ ______

Piute__ ____ _ _

Millard. ___________

Juab _ __-___-__--_

Juab_______ __

Tooele___ ___ _____

Kahe__ ___________

Sanpete_______--_-

Salt Lake-Tooele____

Salt Lake-Tooele

Uintah_ ___________

Piute __ ___________

Piute.. ___ _ --_

Box Elder _____ _ Washington. ______

Millard-. _____ .__

Box Elder.---.-----

Sanpete_ ------- ---

Utah ___- _---

Juab. _ _ . --

Cache.. _ _-- -_

Iron____ ______ -__

Elevation (feet)

4,977

4,579

12, 013

4,560

4,220

9,768

4,490

10, 403

7,200

7, 325

8,666

8, 780

10, 010

8,622

8,603

9,608

5,804

9,713

4, 973

8,886

11,253

4,224

8,970

4,604

10, 584

4,475

5,084

4,785

5,580

4,297

4,461

9,783

4,893

6,026

5,993

8, 104

7, 137

6,000

5,552

8, 699

9,207

12, 219

8,471

5,839

10, 761

4,599

7,303

6, 685

7,255

4,217

4,390

6,252

5,803

4,921

9,285

5,468
SUPPLEMENTAL ELEVATIONS 

Supplemental elevations in Utah Continued

211

Location

Mollie A----------------_--------

Mollie's Nipple. - _ ___--_-_-___-_

Molly's Nipple. - __---_------------

Mona, U. P. R. R_._ ___ _.._. _ .

Monroe Peak A (U. S. Forest Service). 

Monroe 2 A, Giinnison Peak (U. S.

C. & G. S.). 

Montezuma Peak. _________________

Monument, S. P. Co____ __________

Monument Peak__; __ __________:.__

Moran, U. P. R. R__ _ __.-.______

Morgan, U\ P. R. R_____ ___ . _ _ Moroni, D. & R. G. W. R. R_______

Morton, U. P. R. R ____ __ ___ __

Mounds, D. & R. G. W. R. R _______

Mount Agassiz ____________________

Mount Alice A (U. S. C. & G. S.)----

Mount Baldy. _____.-___-_--____--

Mount Bartles _________-_---_--___

Mount Blue.- __ ________________

Mount Catherine- _ ____-__-----____

Mount Catherine A (U. S. C. &

G. S.). 

Mount Corson________-_--_-__-_-_

Mount Button. _ __________________

Mount Elenore.-- --___-_----_____

Mount Ellen A__------ ----__---_

Mount Ellsworth. _________________

Mount Eminons- _ -___. _________

Mount Evergreen. _ _____________

Mount Gog____ __________________

Mount Hilgard. _ ._-___--_---______

Mount Hillers _ __ ________________

Mount Kinesava. _________________

Mount Linnaeus _ _ _____--_____-__

Mount Lo venia __ ________________

Mount Magog__ ___ __ ___ __.____-

Mount Martha. __ _______________

Mount Marvine A, Sawtooth Mountain. 

Mount Millicent- _^_____-___-____._

Mount Moron__ _________________

Mount Nebo__^__ ________________

Mount Nebo A (U. S. C. & G, S.) 

Mount Peale A- -----------__-___

Mount Pennell, Pennell A--------_-

Mount Pisgah. _ ______________ _ Mount Pleasant, D. & R. G. W. R. R_

Mount Spry. __ __________ _______

Mount Terrill A (U. S. Forest Service). 

Mount Thurber___--_--_----______

Mount Tomasaki______ ___________

Mount Tukuhnikivatz__ __ _______

Mount Tuscarora_____.___ ________

Mount Watson. _ ________________

County

Kane.------ ------

Utah ____ ._--_-_-

Uintah _._____.___-_

Juab. _ --.-------.

Piute _ ___________

Tnhplp

Box Elder.. __ __ __

Carbon-Emery. _ . _ _ _

Utah______-___---_

Morgan ____________

Saripete ______-----_

T^mprv

Duchesne-Summit- _ _

Sevier

Salt Lake-Utah. ____

Carbon. _ __ _._-_-_

SPVIPT

Salt Lake.. __ _____

Millard____ __

Daggett. ___________

Garfield------------

Garfield.. ___ -___

Garfield. __ -..-.-_

EJuchesne. __ ...-_

Sevier

Garfield _____ ...

Garfield _______

Sevier

Uintah. ____________

Duchesne-Summit- _ _

Salt Lake. _ ______

Sevier _ ___________

Salt Lake... _ ____

Washington^ ___ ___

Sanpete..--- --__-_

Garfield---___ ___ _

Box Elder-Cache. __.

Sanpete- __ __-_-._.

Sevier

Grand... ___--_---.

Summit. ___________

Elevation (feet)

6,500

7,857

4,914

4,909

11,227

11,216

7, 369

4,229

10, 443

4,503

5,068

5,520

5, 179

5,442

12, 433

11,601

11,069

10, 047

10, 000

9, 921

10, 082

8,250

10, 800

7,750

11,473

8,250

13, 428

9,800

9,700

11,460

10, 500

8,000

8,616

7,276

9,768

10, 955

13, 227

9,756

9,594

11, 599

10, 452

5,667

11, 680

11,871

12, 814

11, 250

7 144

5,846

5,823

11, 529

10, 000

12, 271

12, 004

10, 650

12, 311

11.473
212 SPIRIT LEVELING IN UTAH", 1897-1938 

Supplemental elevations in Utah Continued

Location

I^ount "Wolverine

Mud Canyon Butte- _ - -_-____-_

Murdock Peak_____ _____________

Murray, U. P. R. R __ __ _ _

Nada, U. P. R. R..__. _____________

Naomi Peak, Naomi A _________

Navajo Mountain A (U. S. C. &

G. S.). 

Navajo Well A, Vermilion Cliff __ __

Nebo Junction, D. & R. G. W. R. R.

Neels, U. P. R. R _. _ __________

NeolaA----- - - ---------------

Nephi, U. P. R. R_ _____________

Newfoundland, S. P. Co.. _ _______

Newhouse, U. P. R. R. _____ ___

Newton Hill____ _______ _ _________

Nibley, U. P. R. R_________________

Nolan, D. & R. G. W. R. R___ ______

North Burro Peak, North Burro A___

North Guardian Angel __ _.______.

North Ogden Peak __ _____ _____

North Peak-_._ _-_-___-___ ___. _

North Peak______________.__ ______

North WoodenshoeA, Wooden Shoe

Buttes. 

Northgate Peaks __________________

Notch Peak A _ _ _ _ _ - -__ __ _

Nunns, D. & R. G, W. R. R ___ _

Oak Creek, D. & R. G. W. R. R____.

Ochre Mountain.,. _________ _____

Officer, U. P. R. R._ ___ .-. __ _

Ogden Peak A (U. S. C. & G. S.) -

OldPodunk________--_-___________

Old Woman Mountain ______ _____

Olmstead, D. & R. G. W. R. R______

Olney, S. P. Co____-___--__________

Ombey, S. P. Co__ ______________

Onaqui A (U. S. C. & G. S.) 

Oolitic, D. & R. G. W. R. R. _______

Opal, U. P. R. R----------______-_

Oquirrh A (U. S. C. & G. S.) -------

Orejas del Oso __ _____ ____ _

Ouray A -__--_- _ _-_-____-_ _

Packard Peak_ _ _-___._ _________

Pallas, U. P. R. R___-.---___-____-

Pariette A, Castle Peak___ __ _ __

Park City, U. P. R. R___--__-___.__

Parrys Quarry, D. & R. G. W. R. R_

Patmos Head A (U. S. C. & G. S.)~

Patmos Logical A--------_--------

Paunsaugunt Plateau, Pink Cliff A__

Payson, U. P. R. R ___ _ ___ ...

Peak A ______ ____ _ ___ _.

County

Daggett___ _ ______

Garfield__ _ ___ ___

Salt Lake.- __ _ __

Cache _ _______ ___

San Juan. _______

Kane ___-----_-____

Juab.--__-_- _ ____

Millard __________

Emery, _____--__ __

Box Elder _ __ __

Beaver____-__- __ _

Cache _ _-__ ___-_

Utah-_-_--_--___-__

Carbon __ _______

Summit. __________

Weber_ __ _______

Tooele. __ _ ___

San Juan. _____ ___

Millard __ _____ _

Utah_______________

Tooele_. ___ . _ _

Salt Lake ___ ______

Weber. __ __ ______

Kane__ _ _ ______

Sevier __ _-____..--

Utah________. ______

Box Elder. ____ _

Box Elder. _____ _

Tooele___ _ ___ _

Sanpete. ________ __

Beaver__ _ __ __ _

Salt Lake __ ______

Salt Lake __ ______

Duchesne __ ___ __

Summit _ _________

Carbon ___ ______

Kane__ _--

Utah_______________

Iron__ ___ _______ _

Elevation (feet)

7,750

10, 795

9,682

6,545

6,723

8,330

9,594

4,282

10, 988

5,068

9, 980

10, 416

6,000

5,710

4,618

9,061

7,233

5, 114

4,221

5, 155

5,700

4, 942

6,650

12, 680

7,408

9,718

10, 819

7,733

8,891

7,267

9,725

5,061

6, 188

7,541

4,236

9,575

7,143

8,429

4,831

4, 217

4,723

9, 144

5,607

4,969

9,363

n 040

5,150

7,828

4,303

5, 305

6,998

5, 550

9,841

9,845

9,500

4,605

6, 416
SUPPLEMENTAL ELEVATIONS

Supplemental elevations in Utah Continued

213

Location

Pennell A, Mount Pennell_.________

Peplin, S. P. Co-__. -_-------___--.

Pprrv TT P T? T?

Peterson, U. P. R. R __ ___________

Phil Pico Mountain, Phil Pico A-__-

Pierson A------------------------.

Pigeon, S. P. Co ___ _______ _ ____

Pine Valley Peak. __ ____ ____--_-_

Pines, D. & R. G. W. R. R... ._.._..

Pink Cliff A, Paunsaugunt Plateau __

Pinyon Peak _ _______ ___ _______

Plants, U. P. R. R___ __ ..________

Pleasant Grove, U. P. R. R. ___ __

Plymouth, U. P. R. R. _____ __..

Porcupine Peak ___ ______________

Porphyry A___ __-___-__.--_--.

Portage, U. P. R. R ____ __.____-_

Porter A_--_- _____ _____________

Poulson, D. & R. G. W. R. R ____

Price, D. & R. G. W. R. R____ __ _

Promontory, S. P. Co_ _____________

Promontory Peninsula, Promontory

A (U. S. C. & G. S.). 

Providence Peak_ _ _ ____-_-_-_-__-

Provo, U. P. R. R- ___ __-____---.

Provo Peak 4 ______________________

Pulpit, The. _--_-----------------_

Pumice, U. P. R. R___. -__-__-___-_

Pyramids, The _______---_--_-___-.

Quartzite Hill, Frisco A -_-_-----_

Rambo, S. P. Co. ____ _ _ ______

Randlett A------------_----------

Read, XL P. R. R_---___---________

Red Arch Mountain ______________

Red Point. _-__-__-___-_-_______ _

Red Pyramid A (U. S. Forest Service) B _

Red Mountain, RedA-_-__--------

Red Spur, Red Spot A-----------__

Redmond, D. & R. G. W. R. R_____

Rex A, Crawford Mountain_______ _

Rheims, U. P. R. R ___ ___________

Richfield, D. & R. G. W. R. R_____-

Richmond, U. P. R. R______ _ ___.

Rim A, Kolob Plateau ____ ________

Rio, D. & R. G. W. R. R _ _ _ _.__

Riverton, D. & R. G. W. R. R___.__

RoadA-- '__ _________ __________

Roberts, U. P. R. R____ __ _______

Robinson Peak, Robinson A _ _____

Rockwood Peak__ ________________

Rocky Springs Peak. _____ ______

Roosevelt A- -__ ___ _-___-------__

Roper, D. & R. G. W. R. R_________

Round Hill___ __ ____ _ _________

County

Garfield________--_-

Box Elder_____ ____

Box Elder__________

Carbon __ _ _______

Box Elder.. _______

Utah_____-___---___

Kane ___ ___..___.

Utah_._____________

Utah_______________

Cache _ ___________

Utah_____-_______._

Box Elder. _____ _

Morgan ____________

Box Elder ___ .___

Sevier. _____________

Carbon __ _________

Box Elder. ___ ____

Box Elder.. ___ _

Cache _ ___________

Utah___________.___

Utah__.________-_-_

Washington __ ___ _ Millard_____________

Millard_____________

Beaver. ____________

Juab__---_ ________

Box Elder ___ __ _

SsP VI PT*

Washington ________

Emery. _____-_---__

Sevier _____________

Uintah. ____________

Rich__. _______ _.

Rich__. _ _ _ _____

Utah__--___.______

Utah_______________

Salt Lake __ ______

Tnnplf

Utah_______________

Millard-__._. ______

Juab _ ____________

Uintah_____________

Salt Lake __ ______

Box Elder__________

Elevation (feet)

11,250

4,434

4,257

4,887

9,577

5,904

4,379

7,428

5,533

9,500

7,702

9,425

4,497

4,557

4,418

8,270

7,308

4,366

7,200

5, 280

5,547

4,217

6,590

9,588

4, 519

11, 054

6,708

4,852

8,053

8,000

9,648

7,350

4,212

5,350

8,390

4, 894

5,924

8,415

9, 032

7,776

8,885

5, 122

7,993

4,514

5, 295

4,526

7,888

5,277

4,408

4,434

5,809

6, 826

9, 181

11, 200

5, 298

4,230

6. 050

4 This peak is also known as Springville Peak.

« This station was formerly known as Beehive triangulation station.
214 SPIBIT LEVELING IF UTAH, 1897-1938 

Supplemental elevations in L72o/i Continued

Location

Roy, U. P. R. R. _ -____--___- .

Rozel, S. P. Co __ _____ .....

Saddle, D. & R. G. W. R. R__ ......

SaddleA----. __ - ___ --- 

Sagers, D. & R. G. W. R. R___-___.

St. John, U. P. R. R. __ __________

Salduro, W. P. R. R________-_-_-_-

Salina, D. & R. G. W. R. R________

Saline, S. P. Co____--____--_--_-_-

Salt Springs, W. P. R. R. _..._._...

San Rafael Knob A (U. S. C. & G. S.) _

Sand HillA. 

Sandy, U. P. R. R__-_______-_-____

Santaquin, D. & R. G. W. R. R .....

Sawtooth, D. & R. G. W. R. R. __ _

Sawtooth Mountain, Mount Marvine

A(U. S. C. & G. S.). 

ScipioAdJ. S. C. & G. 9.). ..........

Scofield, D. & R. G. W. R. R_. ......

Scott Hill-.... ___...__. __ ... ....

Sentinel, The _ .__ _____ __ __

Sevier, D. & R. G. W. R. R _____ _

Shaggy Peak. ____________ ________

Sharp, U. P. R. R ... ___ ._ _ __

Shields, U. P. R. R. ...............

Sigurd, D. & R. G. W. R. R________

Silver City, D. & R. G. W. R. R_____

Silver Lake, water surface- _________

Silver A... ___ ____ ____ .

Sioux Peak A - _ _ _________________

Smithfield, U. P. R. R ___ __ _ __

Smithsonian Butte _ --____-______

Smoot, D. & R. G. W. R. R________

Snyderville, D. & R. G. W. R. R ...

Soldier Summit, D. & R. G. W. R. R__

Soldier A---------_-____-_________

Soma, U. P. R. R_____ ___ __ ___

South Burro Peak. ............

South Guardian An gel _ ___________

South Mountain _ ______ ________

South Mountain, South A- _1___

South Peak___________ __________

South Tent A (U. S. C. & G. S.) __

South Twin A, Twin Peaks. _______

Spanish Fork, U. P. R. R ____ ._

Spanish Fork Peak A-___-_ _ __.

Spearhead, The __ _ _ ___ ______

Spendlove Knoll. _L_______________

Sphinx, D. & R. G. W. R. R-__.__

Split Mountain.. _ ________________

Spring City, D. & R. G. W. R. R ...

Springs A ----- ______ --

Springville. U. P. R. R_ __ .......

County

Weber. ____ _______

Box Elder. .___. _

Summit. ___________

Tooele_ _____-___^__

Tooele. ____________

Box Elder _ . _____

Tooele. __________ _

Tooele_ ___ ________

Salt Lake _ ______ _

Utah_____---_--___

Sevier __ __________

Sevier __ _________

Millard. _.__-___-__

Carbon. ___________

Salt Lake-Summit. _

Emery_______ _____

Washington ________

Sevier __ ______ ___

Salt Lake _ ____ ___

Tooele_ ____ ______

Sevier __ __ _______

Salt Lake_ _________

Salt Lake-Summit- __

Utah... - 

Cache _ ___________

Washington. _______

Utah-... 

Summit. _ _.__ __

Carbon. _ ________

Juab-_-----------_-

Washington ______

Rich.-.-.--- _ _.-

Salt Lake-Utah. __

Tooele__ _ _._.___

San Juan. -______.

Tooele__ -___ ___

Rich__ --------- _

Utah..... 

Utah 

Washington ________

Washington. _ _ _ _ _ _ _

Emery ____--___- 

Uintah_______ ____

Iron ------

Utah____ 

Elevation (feet)

4,432

4, 582

4,960

6, 282

7,629

4, 812

5,023

4, 219

5, 147

4, 217

6, 100

7, 933

4,534

4,451

4,761

8, 857

6,152

11, 599

9,719

7,675

10, 116

10, 362

7,157

5, 529

6,080

7,850

5,222

4,720

5,960

5,270

6, 100

8,716

10, Oil

8,094

4,450

6,773

6,560

6, 550

7,454

9,049

4,865

12, 716

7, 164

6,486

6,803

6,605

11, 120

8, 135

11, 283

7,690

4, 552

10, 185

5,857

6,893

4,265

8,000

5, 685

5,980

4,510
SUPPLEMENTAL ELEVATIONS 

Supplemental elevations in Utah Continued

215

Location

Springville Peak 6 __ ______________

Star Point. _-_-__-_______---_-_-_-

Starr, U. P. R. R__._ _________

Steamboat Mountain __ __________

Steeps, The_-_-_--_ -------------

Sterling, D. & R. G. W. R. R_ ______

Stock. Yards, U.'P. E. R ______ _

Stockton, U. P. R. R. __ __ _____

Strawberry, U. P. R. R ________

Strongknob, S. P. Co ___ ________

Stump Flat. -------- ___ __-_____-

Sugarhouse, D. & R. G. W. R. R____

Sundial, The...- ___ _ ______ _

Sunnyside, D. & R. G. W. R. R_____

Sunrise Peak A-------- -------- ---

Sunset Peak. __ _________________

Surbon, S. P. Co. ______ ........

Swamp Canyon Butte __ _ ____ _.

Swan CreekA _ __________________

Swett Hills. ______________________

Swett Peak. ______ _ ___ _____ _

Syracuse Junction, U. P. R. R_____.

Tabernacle Dome __ -_____-______-

Table Cliff Plateau __ _____ ____

Taft A. --------------------------

Tatow Knob. __ ______.__---__-_--

Teat Mountain _ _________________

Teck, S. P. Co_ ___ _ _ _ ___ __.

Temple, D. & R. G. W. R. R_______

Temple Peak __ _________________

Terrace, S. P. Co__ ________________

Thermo, U. P. R. R_ __________...__

Thistle, D. & R. G. W. R. R __ _ _

Thompson, D. & R. G. W. R. R _____

Thousand Lake Mountain A (U. S.

C. & G. S.).

Tintic, U. P. R. R _________________

Tintic Mountain. _ ______________

ToddsHill__. _____________________

Tomas, U. P. R. R____ __ _ _ ___

Topaz Mountain__________________

Trail Mountain ___ _______________

Transview Mountain _ ____________

Treasure Hill __ _________________

Tremonton, U. P. R. R ___ ______

Trenton, U. P. R. R____ __ _______

Trout Creek Peak A _________

Tushar A, Belknap Peak (U. S. C. &

G. S.). 

Twin Brothers. _____ _____________

Twin Hills-.-... __ '_ ___ ____ __

Twin Lakes, water surface feast)

County

Utah-_______.-__ 

Carbon __ ________

Juab _ ____________

Duchesne __ ______

Carbo'n-Emery. _

Sanpete. ____-_-__--

Tooele _ __ ____

Morgan _____-L_--_-

Wasatch ___ ______

Box Elder _____ _

Emery _____________

Salt Lake __ ______

Salt Lake.. ________

Washington.-------.

Carbon. _ ________

Juab _ _ ___________

Salt Lake-Utah- Wasatch. 

Box Elder... .

Garfield. ____-__-_-_

Rich ___ __. ___ .

Iron. _____________ .

Iron_____ _________

Wasatch ___________

Washington __ ___ _

Garfield. ___________

Uintah. _ ___________

Millard____ __ -_-_

Uintah. ____________

Utah_______________

Box Elder __________

Salt Lake. _________

Cache __ __________

Box Elder __________

Beaver _ __________

Utah.______________

Grand ___ ________

Wayne. ____________

Iron. ____________ -_

Utah __-___-____.

Juab _ ____________

Juab-Utah __ ______

Duchesne- _ ______

Summit. _ _________

Iron___________-__-

Juab _ ____________

Emery _____________

Sevier __ __________

Washington ___

Juab... ___________

Box Elder _____ _

Cache __ __________

Uintah. ____________

Washington __ _____

Kane. _____________

Salt Lake _ _______

Elevation (feet)

11, 054

9,906

4,907

7,214

9,907

5,394

4,261

5,069

4,847

10, 300

4,217

7,207

4,366

11, 049

7,438

6,716

7,693

10, 656

4,576

. 8,315

9,114

7,039

6,736

4,485

11, 100

6,451

10,500

6,080

8,455

10, 182

8,539

4, 288

4,248

9,029

4,538

5,036

5,033

5,152

11,295

6,405

11, 957

5,859

8,214

7,046

13, 173

5,527

7, 110

10, 055

7,850

6,315

6,852

4,315

. 4, 460

10, 509

12, 132

6,850

7,872

9, 397

» This peak is also known as Provo Peak.
216 SPIRIT LEVELING IN UTAH,. 1897-1938 

Supplemental elevations in Utah Continued

Location

Twin Lakes, water surface (west) _ __

Twin Peaks. __-_-_____ ________

Twin Peaks (east) __--__ _ ________

Twin Peaks (west) ____ _________

Twin Peaks____ -----__ ___________

Twin Peaks. _ ____________ _______

Twin Peaks, South Twin A- ___ -

Two Tom Hill.________. ___________

Upton, U. P. R. R__-____-__-______

Uvada, U. P. R. R__.______. _..____

Vaca, D. & R. G. W. R. R_________.

Van, U. P. R. R____.______________

Venice, D. & R. G. W. R. R __ _____

Vermilion Cliff, John A_- -___ ___

Vermilion Cliff, Mansard A __ ____

Vermilion Cliff, Navajo Well A- _

Vermillion, D. & R. G. W. R. R__ __

Vernal A_-__- _ _-___ ______ ___

Vista, D. & R. G. W. R. R_ ________

Wahsatch, U. P. R. R______________

Wallsburg, D. & R. G. W. R. R_____

Walton, U. P. R. R _______________

Wanship, U. P. R. R_ __ ___ __ _ Wanship A__ __- _-_.____ _______

Wasatch 2 A, Heliotrope Mountain

(U. S. C. & G. S.). 

Washakie, U. P. R. R _ ____ ___ _

Wellington, D. & R. G. W. R. R____

Wellington A ___- ---________-___

WeUsville A- __ _ _______ ___

West, U. P. R. R___-______________

West Jordan, D. & R. G. W. R. R__ _

West Mountain. _ _ _________ ___

West Temple, The. __________ ___

White Mountain.. ________________

White A.... _ ----- ____ ___ .

Whites, D. & R. G. W. R. R________

Whittaker, D. & R. G. W. R. R____-

Widdop A__- __ _ _______________

Wildcat Knolls-__.________________

Wilson Peak. _ ___________ __ __

Wooden Shoe Buttes, North Woodenshoe A. 

Woods Cross, U. P. R. R______ __ _

Wynopits Mountain. _ ____ ___ ____

Wyoming southwest, corner stone.____

Wyuta, U. P. R. R_-_-_____--.____

York, U. P. R. R- _ _ ____ ____

Youngs Point... ______________ _

Zenda, U. P. R. R.______. _________

County

Salt Lake_-________

Salt Lake __ _____

Salt Lake-Utah. ____

Salt Lake-Utah____

Tooele.. _______

Utah- Wasatch __ __

Rich._._____ _ _.__

Utah _ _ _ _______

Beaver. ____________

Millard ___ ._ _

Sevier

Kane. __________ _.

Kane. _________ __

Sevier

Rich.. ____.___-_--.

Salt Lake ___ _____

Morgan-Summit. _ _ _ _

Box Elder __ _____

Carbon.. _____ ___

Cache _ _________ _

Salt Lake. ___--____

Sevier

Uintah. ___________

Sanpete. --_----_-

Summit.-..- ____

Scvicr

Duchesne-Summit. _

State line__ ________

Rich __________ __

Utah ___ __________

Emery ________--_-_

Beaver. --

Elevation (feet)

9, 424

11, 319

11, 434

11,491

6,060

9 741

7,690

8,339

4,985

5

«c«

5,515

4,576

5,267

6,000

6,000

6,000

5,256

6,343

5,057

6,812

5,300

4,248

5,846

9,308

11, 132

4, 370

5,415

5,590

9,355

4,563

4,287

9,060

7 7Qc

10, 844

4,945

5,810

6, 200

q 440

9,012

13, 095

8,891

4,292

6, 891

7,152

6,737

5, 012

8,982

4,943
INDEX

Acord Lakes quadrangle_...... _.. 6-8

Adams Head quadrangle. ___. __ 8-14 

Adjustment of leveling net... 2 

Ajax. 119

Alpine__._ ----. ----- . 165

Alta 88

Alta Divide.......... ...... ............ 88

Altonah 54-55,57

Altus .............. --.. - . 72,87

American Fork. 156,157,158

Anchor Tunnel____.... ... 87 

Anderson_... _ .. 107

Anderson ranch...... 107

Andrews, A. K., leveling by..__i._.. 72,74-76 

82-83,130-133,155,164-165

Antelope Bridge._.. _ ... 50 

Antelope Draw shearing shed__------------ 49-51

.Antelope Mountain quadrangle....___.... 14-15

Antelope Spring.. .... .... .. 14-15

Antelope Springs..........-....--.-.-..- 24,25,115

Arcadia..... . - 45

Artesian Park . 130

Arthur...... 176

Ashley Creek....... __ _-- 195

Ashley Dugway...__ . 118 

Atkinson.______ 29 

Aurora..-....--.-.-----.-__.-....-.-.---.126,182

B

Bald Mountain........_________......103-104

Balfour.......-.-.-------..-.--.-----.----.--. 35

Ballard Junction....-..--..-.------.I-.---... Ill

Barclay...............---....----.--....--... 87

Barney Reevey Gulch....___ .._ . 90

Bates ranch...........______.___... 192

Bear Creek ranger station.....'.....__ .. 105

Bear Lake..___...'.______........... 165

Bear River.........-.---.,.-.-.----.-.-...... 34

Ritter Bridge over........................ 36

Bear River Club.__-_. _ _ 155

Bears Ears Buttes . .__ ._ 68,70

Beaver....... ._ . --- .120-121

Beaver Creek....._. :. _ 118

Beckwith Peak quadrangle,. _...... _ . 15

Benchmarks, classes of....._____.-.-..-. 2

forms of.___...__________.2-4, pi. 1

how set__.^____.________ 4

preservation and restoration of___ . 4-5

Benson.____________________ 112

Big Canyon...................._____.... 66

Big Cottonwood ranger station...______ 88 

Big Dog Canyon...__.___._____._ 117

Page 

Big John Flat.... 40

Big Summit........ -. ........105,106,128,140

Biggs, L. F., leveling by____________15,

22, 72, 78,95-96,101, 105, 120, 121-122,

124,126-127, 127,156,165-167,173,191,

193, 202, 203

Birch Spring....--...- ___..____ 105

Birkett, D. S., leveling by........... .122,140

Bishop Spring'.._____.___.___.__ 33 

Black Canyon.________._______ 137 

Blackhawk... ............ 23,104,146-147,187

Blanding ............................66-67,195

Blue Bench..... ..................... 45,52

Blue Dugway..____._...-...--____ 21 

Bluebell...................................... 57

Bluff quadrangle._______________ 15-17 

Bonanza quadrangle_......._.__.._ 17

Bonnemart ranch...______.________ 92 

Booth. 159,161

Bountiful . ._ _ 74 

Boyd Station...--...............-.-.- ..... 18

Bridgeland.................................44,47,56

Bridgeport...._______________.. 18

Brigham....... _ ._. . .34,36,154

Browns Park quadrangle___...______ 18 

Brushy Basin..-._.._____________ 66 

Bryce Canyon Lodge______.______ 13 

Buena Vista.... ._. . 72-73,76,80,174,175

Bully Boy Flat......_...................... 39

Burntfork, Wyoming........_________ 118

Burt, E. C., leveling by.- 196-199 

Butts Canyon... ......................_. 16

C

Cache Junction..__________...___ ill 

Cahoons_......_______....__..... 78

Callao ........... ..... 18,19-20,59-60,90-91

Callao quadrangle__.___._....____ 18-20

Camp Jackson..__.__....._...___ 63,194

Cane Gulch. ---_ -_- __ 15-16,68 

Cane Spring__.___.__._________ 44 

Carlisle quadrangle_...-.----.-.-._...... 20-21

Carter Creek____________.______ 118 

Carter Dugway. _______________ 118 

Castello Springs.____________.__ 156 

Castle Dale...-.--...-.-....-...-.... 21,22,147,203

Castle Dale quadrangle____________ 21-22 

Castle Junction....___________.... 104

Castle Peak Well... ... 51-52,102 

Castlegate._...._._.________... 22,105

Castlegate quadrangle. __.______ 22-24 

Cedar Breaks Lodge____________ 144-145 

Cedar Breaks National Monument_____ 145

217
218 INDEX

Page

CedarCity... --- 26-27,28-29,142

Cedar City quadrangle _ . 24-29 

Cedar station. - 

Cedar Valley..... 71

Centerville_____... . 74 

Central 172

Chamberlain service station_ .. . .. 135-13(5 

Chesapeake Gun Club-...._- 155

China Lake.. 

Church Rock. - 60,124-125,193

Circleville... .......r ...................... 41-42

Cisco 127

Clark, Howard, leveling by.__ . 111-114,167 

Classification of leveling . ... 1 

Clawson. 21 

Clear Creek....... . 187

Clearfield.-. ... .155

Cliff siding... - 15

Clifton Flat.. - 90,93

Clinton.-.. - 161

Coal Canyon. .. 187,192

Coal Creek Camp.. . - 202 

Coalville... . .. 29,31

Coalville quadrangle._ __ 29-32 

Colton- . 105,191

Comb Wash -........_...-. . .. 17

Confusion Range quadrangle.. 33-34 

Conkling ranch-...- .--__.. _ . 33 

Connor station.__... 35,36 

Cooperation with certain counties.. . ' 1 

Corinne.---------- .. 34

Corinne quadrangle..... ... 34-36

Cornish..--...-.. .--.---.-- - .. 113 

Cottonwood __ ---.--..-. 203 

Cottonwood Canyon (Duchesne quadrangle). 49 

Cottonwood Canyon (Elk Ridge quadrangle). 20,

21,61,66

Cottonwood Canyon (Nephi quadrangle).. _ 127 

Cottonwood Canyon (Randolph quadrangle). i67 

Cottonwood Wash...__..__ ___ 67 

Cove 171,188

Cove Fort i 94-95,189-190

Cove Wash..........__......-.....---.-- 100-101

Cowboy Pass---....-. ... ...... .. 33

Cowley siding..-..-.---.--...---- . .. 169

Cozydale 148-149

Crafts. , _ 43

Crandall Canyon.. _..... . . 105

Crescent siding________________ 121 

Curtis......----.-. .....___-----__... 161

D

Dale...---.-.--.--....-...-..----. --___ 87

Daly Mine No. 2 ___ 87

Daniels Canyon___.____________ 192

Danish Dugway-.-...____-.____.. 114

Dark Canyon 65

Dathol ..... 35

Datum of elevations________..___ 5 

Deep Creek..--.--.-....---...-.-- ... 199

Delano Peak No. 1 quadrangle.... .... 36-38

Delano Peak No. 2 quadrangle.._ .. . 38-41 

Delano Peak No. 3 quadrangle..._._ - 41-42 

Delano Peak No. 4 quadrangle...-.---- 42

Delta--.. . 43

Deming School..._.___.__ .. 31

Page 

Deseret-,.._____________._ 42,43

Deseret quadrangle______________ 42-43 

Desert...___________________ 15 

Devil's Gate Canyon_____________ 113 

Diamond..._________________ 116,117 

Diamond Divide_______________ 116 

Diamond Mountain____________._ 18 

Dividend.___________________ 117 

Dodds Cabin.._.______....__..__. 113

Draper.......__.....______...___ 83,164

Drum - .. 42,43-44

Drum quadrangle. ______________ 43-44 

Dry Fork Canyon_________.____ 119 

Dry Mesa....__________________ 62

Duchesne. _...____ 44,45,46,48-49,52-53 

Duchesne quadrangle_.__________ 44-58 

Duchesne River______________ 47,48,197 

Myton Bridge over.___________ 50,52 

Duck Creek ranger station. _________ 143 

Dugout ranch... . .. 20-21,60-61 

Duncan ranch_________________ 24-25 

Dunstein quadrangle_____________ 58 

Dutch Mountain No. 2 quadrangle._____ 59 

Dutch Mountain No. 4 quadrangle_____ 59-60

E 

Echo City . ... ..... 30

Eden... .......____....____ 133,134

Eden Store___________________ 134 

Edwards ranch________________ 202 

Edwin Natural Bridge.____...____ 70,203 

Elba siding..____...____..._____ 122 

Elberta .. 127-128,164

Elevation, figures of, accuracy of_______ -3 

figures of, datum of.__________.. 5 

Elk Ridge quadrangle_____________ 60-70 

Elsinore..-----.----..____.._______ 172

Emery 6-7,70-71

Emery No. 1 quadrangle.._________._ 70-71 

Empire Canyon________________ 87 

Enterprise ....-__.____...__... 122-123

Enterprise Reservoir.. __________ 96,123 

Epperson ranch house_____________ 178 

Erda........ . .... 180.

Eureka. .. 116,117

Evans, 8. S., leveling by... 38-41,120-121,190 

Evanston. .___-_____________ 173

Fairfield . - 71,120

Fairfield quadrangle______________ 71 

Fairview Springs._____________.. 115,148 

Falula Spring. ______________ __ 165 

Farm Creek Pass_________________ 168 

Farmer, R. A., leveling by-. 114-115,148 

Farmington.________________ 74,131,133 

Farnham 202

Farr West ............ t 152

Ferron.......................... .. 21-22,70

Fillmore 171,186

Finch ranch_____..... 119

Fish Lake....._-_ 104

Fish Springs ....- - 44

Five Mile Pass. . ii9; i20

Floy.- 121

Foote ranch....---.-... ... . 33
INDEX 219

Page 

Forks, The....... . 104

Fort Douglas Military Reservation. 72,75,76 

Fort Douglas No. 1 quadrangle...... 72

Fort Douglas No. 2 quadrangle. 72-77 

Fort Douglas No. 3 quadrangle. . 77-87 

Fort Douglas No. 4 quadrangle.. . . 87-88 

Fort Duchesne...... _. ___ 195,198,199-200,202

Francis................ - ....... 30

Frisco...._.............._______... 114,115

Fruitland.- ~ 168-169

G

Candy.. 18-19,33

Garfleld . 175,177

Garrison Monster Mine. 59 

Garrison Monster water tank..... . 59,94

Gaylord siding.. 23 

General Steam Corporation mining camp_.. 101 

Geneva:...-.......... - 156,157

Gibson ranch.. 119 

Gilbert Meadows.... - 88,89

Gilbert Peak quadrangle.. 88-89 

Glafcke, E. W., leveling by_____.... 32,44-45,

87-89,103-104,118-119,167-168,192,195 

Glasgow, L. B., leveling by.._... 105-106,128,202 

Glendale..- .. 136-137

Gold Hill..-- '59,60,89-90,91,93,94

Gold Hill Mine.- 89

Gold Hill quadrangle. . . 89-94 

Goidstrike 96-98,101

Gooseberry ranger station.... .. 61-63,64,69-70

Gordon Creek, bridge over.. 23 

Goshen.................... . 128

Goshen Valley.. ... . 127 

Grand Flat. . . 68-69,70

Granite Peak quadrangle_ .. . .... 94-95

Grantsville ....... - 58,173-174,178,179,180

Grass Creek (village)..__ 29 

Grassy quadrangle. . 95-96 

Grassy siding... 96 

Gravon...._____.... 156

Great Salt Lake.... . .. 174,178

Green, T. A., leveling by. 14-15,18-19,33,42-43,43-44 

Green River.............. ... 18,119,196,197

Greenriver. ............... ...... 15,101,193

Greenwood_________ -. _ .. 185-186 

Gunlock.... ...... ....... 98-99

Gunlock quadrangle.. 96-101 

Gunnison Buttc quadrangle_________ 101

H 

Hailstone.. ' 30

Hale's siding---......-----.-. ..... 191

Haley siding 23

Halfway station. _. . .... 195

Hamiltons Fort...... .............. 24,27-28

Hardware ranch....... ...... . 113-114

Earper quadrangle-.. 101-102

Barris, E. E., leveling by... . 8-14,

25-29,34-38, 41-42, 43, 58, 72-74, 78-52,

94-95, 106-110, 115, 125-126, 127-128,

128-130,134-139,140-142,148-155,157-164,

169-172, 175-187, 188-190

Harris..__................ ..... . .159

Harris Flat ranger station.... 139

Harts Draw.......... ......... 125

Hatch 8-9,11

Page

Hayden Peak quadrangle_________ 102-104 

Hober.. ... _._._____ 30,192

Helper..._.......... ._ _.___ 22,23

Herriinan........... ..... -__ 71,173,174

Hiawatha quadrangle.. ....______ 104-105

Hickory .... 115

Hickory Mine_________________ 115 

Hills, E. O., leveling by. 31-32,102-103,173 

Hills' ranch (Marsh Peak quadrangle)_ _ 118 

Hills' ranch (Randolph quadrangle) _____ 167 

Holden..... . 184-185,186-187

Holliday.... ... 84-85

Hooper . ____ 149 

Horse Mountain...._ _.________ . 64

Hot Springs (Drum quadrangle)..... __..... 43

Huntington... T -................... 105,147-148

Huntington Canyon____._______ 187-188 

Huntsville -___. ............._...... 133

Hurricane.. . . _____ 109-110 

Hyde Park.._......._...._....._... 112

Hyrum..................................... Ill, 113

Ibapab..., - ._....._ 92-93

Icy Hill Dugway............................. 118

Indian Creek ranger station.......... 38-39,121,190

Indian Farms.......-.......--........ . 167

Indian Pass.._________________ 33 

Inspiration Point triangulation station.__.. 13 

Introduction..... . ______ 1

Iron Springs___..__.._...._____ 24

Jackson Springs..___._____._____ 98 

Jensen.._.__ . ..._____ 17 

Jessie Ewing Canyon____________ 18 

John Starr Flat... ....... ._.......... 55

Jordan Narrows......---..--...- 156,157,158,164

Jordan River. .. .____._ 160,162

Joseph -- 171-172

Junction..___.______..______ 36-37,42

K

Kamas...____ ______ 30

Kanarraville..... ..... .... 28,106

Eanesville School ..____________.. 150 

Kanosh -- - _ 95,169-170

Kaysville... ._..__. . ______ 131 

Kent, J. H., leveling by.-.- - 18,119 

Kigalia Canyon........ ..... ....... .. 65,66

Kigalia ranger station ________. __. 67-68,69 

Kilmer, H. R., leveling by.. . 45-46,168 

Kimball, K. K., leveling by............... 104-105,

147,148,187-188,191 

Kimballs. . . 87

Knightsville . ................. 117

Kyune..__-_..__.._...__.___... 105 

Kyune quadrangle.-----_.._.......... 105-106

Lake Fork River.__ ...._._ 57

Lake Monument._____._____...__ 161 

Lake Point.. . . . 174 

Lake Point School - . .. 180 

Laketown... ......... 165-166,167

Lakota 156,157
220 INDEX

Page 

Larrabee ranch.......... . . _. 31

Larson, E. H., leveling by...... 15-17,66-70,195,203

La Verkin-. - 110

La Verkin quadrangle...__________ 106-110 

Layton 130-131,155

Leeton.. ' 198,201

Lehi 156,157,160,161,164

Leveling, adjustment of net of. ..__ ... 2 

classification of.---...__--....__ ... 1

Leveling in Utah, earlier publications on..... 1

Lewis ranch house_....__.-_-..-----... 6

Lewiston.. - - .. ............ 113

Liberty......... . 134

Lindon 159

Linwood.---------------------------_------ 119

Little Bear Elver 112

Little Dog Canyon--.------..----.----------- 117

Little Fork 54

Little Mountain (village)__------------_- 153

Little ranch.-------- . 8

Lodgepole Creek..._____.________ 118 

Logan 112

Logan quadrangle...____-__-__ 111-114 

Long Flat..--.--------.. 15

Long Valley Junction.......... 137-138; 139,142-143

Lost Cave--.---.------ -- ------ 96

Lowery ranch house..____.____.__ 70 

Lund..... . 24,25-26,115

Lund quadrangle_.. __ __ - 114-116

M

McLaughlin, Fred, leveling by. _______ 115 

McLloyd Canyon..----------------.-..--__ 16

Maglett, G. F., leveling by......___.. 24-25,115

Magna.--------_ __ 176

Mammoth quadrangle..__________ 116-117 

Manganese Wash..._..________.._ 99 

Mapleton.-------______________ 156

Maps of quadrangles in Utah, how to obtain. 6 

Marion.---._...____.__...___._ 30 

Marriott.----.- -_ - _ - _ 151

Marrs..................................._.. 203

Marsh Peak quadrangle_.__.___... 118-119 

Marysvale....--.... - --.. 37-38,39-40,188

Matts Summit......---.------------..----_ 106

Maverick Point.. _... . 68 

Meadow__......_-------___.-_.. 170

Meadow Gulch Divide.. .__...____ 7-8 

Mean sea level, definition of.. ______ 5 

Mendon...-............_...__.._____ 111

Mercur_.-.--.....-.--.__________ 71

Mercur No. 3 quadrangle..__________ 119 

Mercur No. 4 quadrangle..._________ 120 

Merrills.. 112

Mesa siding...------_____________ 157

Mid vale ...... ... 78,82-83

Midway__-------_.....___________. 30

Milford --.-... . 114,115

Mill Fork. 120

Mill Fork Canyon. 105

Mill Fork quadrangle... 120

Millerton siding._______________ 146 

Millville. ......... ...... Ill

Minersville No. 1 quadrangle....__ - 120-121 

Moab quadrangle..______..___.... 121-122 

Modena .... i ____._- 122,140

Page

Modena quadrangle_____________ 122-123 

Monticello.___-_______________ 124 

Moore, G. W., leveling by.-. 46-58,101-102,199-202 

Morris-.-.--.--..-.-...-......-._.... 173,180

Mortenson, C. N., leveling by________ 117 

Mosida. ._ _ _ 163-164

Moss sawmill...-..------.-_.....____ 103

Mounds ....-.. ----..-....-........... 124,202

Mounds quadrangle__.__________ 124 

Mount......_..___----....--._____ 164

Mount Carmel Junction___________ 136 

Mount Carmel tunnel.....--____..__.. 135

Mount Linnaeus.._____..__..___.. 63 

Mount Peale quadrangle. _________ 124-125 

Mount Terrill quadrangle_________ 125-126 

Mount Waas quadrangle._________ 126-127 

Mountain Home...-.-.__________ 45,54 

Mountain Sheep Pass. ___________ 45,168 

Murray.... . 78,79,82,83-84

Myton... .... .. 44,45,46-47

Myton Bridge over Duchesne Eiver_____ 50,52

N

Narrows...______._____.______ 120,161 

Nash.. ....... ... _ 162

Navajo Lake.-.--....---.--.-----..----- 143-144

Neola.-. -- . - - 56,57-58,201 

Nephi quadrangle- _____________ 127-128 

Nerva.-.--.__..____.._..__...... 154

Newhouse 114,115,116,148

Ninemile Creek quadrangle ________ 128 

Nordin ranch___________________ 97-98 

North Eden.......... .................... 165

North Ogden 130

North Salt Lake. 74

0

Oak Spring Canyon._____________ 71 

bakes sawmill._. __________. ___ 118 

Oakley.---. ............................ 30,31

Oasis--.--.. .. 42,43,186

Observation triangulation station______ 139 

Ogden................. . . .. 128-129,132

Ogden Canyon__________________ 132 

Ogden quadrangle.-_____________ 128-134 

Ogle, A. J., leveling by. . .. .. 133-134 

Olivers. .' 162

Ontario drain tunnel..._.___.____... 32 

Ophir.. ...... ..................... 71,192

Orangeville.____._____________ 21,22 

Orderville. . .. 136

Orderville quadrangle. __. ________ 134-139 

Orem ......... ....... . 159,161

Orr ranch.......................... .. 32

Orton. . 10-11,14,140 

Ouray 196-197

Owl Creek Canyon................... ..... 16

Panaca quadrangle..._ . 140 

Panguitch_.___... 9-10 

Paragonah. . 140-141

Pariette Mine...----------------------------- 52

Park City--.-.-------- - - 30,32,87

Parker, S. L., leveling by. 19-20,59-60,89-94 

Parleys Canyon Keservoir__________ 85-86 

Parowan......- ........... 141-142,145-146
IJST'DKX 221

Pag 

P.arowan quadrangle..__...-.....:..-.... 140-14C

Peacock ranch house.._....................

P.eoa. 3'

Perry station___.___ . . 154

personnel----...-.--------..----.:---.--.--.- 

Petersboro.-- ._ -. 11

Pinecrest Inn_.__.......__...........'.. 72

Pintura.-.....-----------.---....---.---- -- 106-107

Pleasant Grove_ 159

Poison Spring quadrangle.---.----..------. 146-148

Pole Canyon....------......-..-.......-... 121,188

Preuss Valley quadrangle...........__.._ 148

Price.-.......-.-----.--...--.---.... 22-23,23-24

Promontory Point__ 148-155

Provo.. 156,158,159-160

Provo quadrangle..... 156-16f

Provo River.-----..--...........,....--..-... 16i

Quadrangles in Utah, index map showing. 5-6, pi.

maps of, how to obtain.._____._... 

Quincy Mine No. 1. ......i....--.......... 87,88

R 

Randlett:.......................:............. 197-198

 Randolph........-..-..-...-..-.....--..... 166

Randolph quadrangle---- ----.-.--- ., 165-167

Ranta, T. W., leveling by..-.-.-.-.... 76-77,83-87

Recapture Canyon.....__......._....... 194

Red Canyon sawmill.--. ..-.-.-.-...-...... 11

Red Caps farm_________._.....__ 45

Red Creek quadrangle------------- 167-169

Redding Spring.. .--.....--.-........ 19,59

Redwood..__.____.__....._ __. 81

:Reese..._____.__..........'...'..1.'_ 153

Reeves, Roscoe, leveling by.... .--- ---.-. 71,

' 78,119-120,173-174,191-192 

Rhodes Canyon..____...___._ . _... 104

 Rich, C. C., leveling byr 20-21,60-66,124-125,193-194 

Richfield.----.-...---..-.-...--'. 125,169,172

Richfield No. 1 quadrangle........... -------- 169

Richfield No. 2 quadrangle........,-...-. 169-171

Richfleld No. 4 quadrangle..-. ..'........., 171-172

Richmond_____. . . _ . 112

Rilda Canyon_................_........ 105

Riter.-..--_-._-_...-.-_...-____.-_-.__ 175

Ritter Bridge over Bear River......... ... 36

Riverdnle..._____................_.... 148

Riverton...-.--,------------.-.. 78,81-82,156,157

Road Canyon,______.............,.. . 16-17

Robinson_..._________............_ 116

Rock Creek Bridge...____.__... ..... 168

Rockport. ----.---.--.............._.... 30

Roekville...- ....-...-...--.- ........ 108

Roosevelt..........-....------------..... 57,201

Rose Canyon_............................. 71

Roy--. ..-- ..... .............. 149

Rubys Inn................................... 12,13

S 

Snge Creek School..-.......-......-..--- 166-167

Sagers station.... ....._............ 122

Saleratus Pass quadrangle..........._...... 173

Salmonson ranch............................. 49

Salt Lake City__72, 73, 74-75, 76-78, 80, 85, 86-87, 176 

Saltair.. __ . _ ,. ...__._.__.. __.___ 178

127289 40 15

Page 

Saltair quadrangle..____... ... .... 173-rl82

Schnurr, Cornelius, leveling by..22-23, 104, 146, 187 

Scipio.. - - - 182-184

Scipio quadrangle...--._._.-.-... .... 182-187

Scofield. -------------------------- 187,191

Scofleld quadrangle... ................._ 187-188

Scope of report..._.....__............... 1

Sea level, mean, definition of................. 5

Searle, A. B., leveling by............... 116-117,127

Sevier.-...- .......................... 188,189

Sevier quadrangle...._.__..._....... 188-190

Seward, V. S., leveling by...--...-......-.. 23-24,

34,114,116,139,142-146,168-169 

Shauntie..- ..- - . ---------- --------- 115

Sheep Creek....- -.. ......... ..- 118

Shields... ..-...- -...-...-.. 180 

Shirts Lake. ------ -------------. --- 24

Short Creek, Arizona..-...-..._.._.___ 109 

Short Creek School.......----.-----.-........ 109

Sigurd...... . 125,169

Silver City... . . . 116 

Silver Lake -. 88

Simonson ranch.__________.. _. 33 

Sixmile ranch_ .. I............... 19

Smith's Well.... 51,101-102

Smithfield... - .-.-- -- 112 

Smiths ranch_.............................. 89

Smithville-------------.---------------- 33

Snow Flat 16,17

Soap Hollow-.-..---.-------------------..- 15,43

Soldier Springs._.__.____ . .... 192

Soldier station............................ 128,202

Soldier Summit.. 191

Soldier Summit quadrangle._____....... 191

Solitude....-.--.-...-..-. -...--.,-... 193

Solus. - . . 114 

South Cottonwood Canyon (Elk Ridge quadrangle)... .-____............ 62

South Eden .. 165

Sowers Canyon....._.__._ . ... 49

Sphinx siding._...._..................... 15

Springdale _._.___-----__ ..... 108,134

Springville..- 156

Spry.____......._ -. ............ 41

Squaw Springs. .-.--.-.----..-..-. 114,115,116

Steele, R. B., leveling by............ 96-101,122-123

Stcvens Canyon...._ ,........... _. 61

Stockton............................._... 191-192

Stockton quadrangle.._._.__....._ 191-192

Stokes-... 35,154

Strawberry Valley quadrangle.___... .. 192 

Sulphur Spring ..._______........_ 188

Summit.. _-.....-.-.-.... 142

Summit Pass over Uinta Mountains._....... 103

Sunnyside.. . 193,202

Sunnyside quadrangle..-.._...._. ...... 193

Sunrise Point triangulation station __. 13 

Sunset----------..------._................. 155

Sunset Point triangulation station............ 13

wasey Spring....______ .... .... . 15

Syrett sawmill.... ._.. ._ ._. ........ 14

Pabiona...-....-. . - .... 167,168 

raft.-.-.:.. .. 198-199 

Palmage........___._.___.._.-.. 45-46,53
222 INDEX

Page 

Taylorsvillc.------------.---------.--.. 79-80,80-81

Thistle..................................... 120,127

Thomas ranch_.............................. 44

Thompsons.--.-.-..-.---..---..--....----. 121-122

Tidwell quadrangle.. ................--..-- 193

Tie Fork Canyon..._...._._..___.-. 105

Tooele...------...--- .l---- --~~ ~ 173,180

Toquerville...-.------.--..-.-----.-..----. 107,110

Trail Canyon--. -- - - -- 64-65,105 

Triangle, The................................ 12,13

Tropic---------.---.---.-.-----.-..---------- 11-12

Tropic Reservoir......-.--...,--..--.-----... 14

Trout Creek................................. 118

Trout Creek (village)...-.----.-.-.--..-----.- 18

Tucker.-..--..-----.--.---.-.-.-...--.--..-.- 191

Tule Spring.-.--.------..-..----.--.----. 14,33,34

Tushar ranger station...... ............... 40

u

Uinta Mountains, Summit Pass over......... 103

Uinta River........................... 197,198,199

Uintah..._...__--_..-.-..-................. 131,133

Uintah Indian Reservation... _.......... _ 54

Upalco.... .. ........................... 56-57

Upton. .........................-..^.-.. 31

Utah Gun Club-.--. .-----.---..-.-..-.- 178

Utah Hot Springs--.--.---,--..-.-.-.--.--. 152,153 

Utah Lake................................... 156

Utaline....................................... 203

Verde........................................ 124

Verdure....-.---..--.---------.-..--.-_.... 194

Verdure quadrangle........____.._... 193-195

Vernal.. -.---.--.-.. 118-119,195,196,198,200-201 

Vernal quadrangle.-.._...........__... 195-202

Veyo....................................... 100-101

Virgin--.-..-.....-...--.--. ..-........ 107-108

Virgin River....._. ';'/...................... 110

W Page 

Walker Flat..-...-.-.-..--.---_...... ' 7

Wanship-.--.---..-.---..----. -.-.____. 29,30

Weber River..................._.......... 151

Webster-.-.--.---.....-----.-..--..-..--.-. 112

Welby .................................. 174,181

Wellington --------------------__-...... 202

Wellington quadrangle,.............._..... 202

Wellsvffle.. .. 111,114

West Jordan..............__________ 81

West Point store.........._._______. 155

West Weber...--.--.----..---._'.._.. 150-151

Wcstwater.......'--..-.-..________... 203

Wcstwater quadrangle__-------____.... 203

White,.---....-- ..------ .-. .:.. 193

White Canyon quadrangle.__-----___.. 203

White House............................... 122,126

Whiterocks -........... ................. 201

Whittier School..-----,-.- ------- 174

Wildcat Pass...... ......^.................... 38

Wildcat siding.......... . . ... .. 23

Wiles ranch......._........____.___ 31

Willard........ . .. 154

Williams, C. H., leveling by. 6-8,21-22,70-71,147,203 

Wilsonville quadrangle......-__.._. ._ 203

Windy Park.... ........................... 118

Woodbury, L. C., leveling by.... 29-32,72,77-78,87

Woodland--.,-.....-.--,..-. . . 32

Woodruff . 166,173

Woodside.-. -.- -- - ... 15,96 

Worthington ranch......._.________ 71

Y

Yellow Creek.---------.---.--- ........... 173

Yellowstone Creek........________.._.. 54

Young ranch house.............___........ 178

Youngs Springs....__._._________. 118

Zion Lodge ....... .. . .. 138-139

Zion National Park headquarters____ 134,138-130

o