GEOHYDROLOGY AND WATER QUALITY OF 

STRATIFIED-DRIFT AQUIFERS IN THE SACO 

AND OSSIPEE RIVER BASINS, EAST-CENTRAL 

NEW HAMPSHIRE

By Richard Bridge Moore and Laura Medalie

U.S. GEOLOGICAL SURVEY

Water-Resources Investigations Report 94-4182

Prepared in cooperation with

NEW HAMPSHIRE DEPARTMENT OF ENVIRONMENTAL SERVICES,

WATER RESOURCES DIVISION

Bow, New Hampshire 

1995
U.S. DEPARTMENT OF THE INTERIOR 

BRUCE BABBITT, Secretary

U.S. GEOLOGICAL SURVEY 

Gordon P. Eaton, Director

For additional information, write to: Copies of this report can be purchased from:

District Chief,

U.S. Geological Survey, WRD

New Hampshire-Vermont District

525 Clinton Street

Bow, NH 03304

U.S. Geological Survey

Earth Science Information Center

Open-File Reports Section

Federal Center

Box 25286, MS 517

Denver, CO 80225
CONTENTS

Abstract.............................................................................................................................................................................. 1

Introduction.................................................................................................................................................................^ 2

Purpose and Scope.................................................................................................................................................. 2

Previous Studies...................................................................................................................................................... 2

Description of the Study Area................................................................................................................................ 4

Water use in the Study Area................................................................................................................................... 4

Methods of Study....................................................... 6

Numbering System for Wells, Borings, and Springs.............................................................................................. 8

Aclmowledgments...............................................................................~^ 8

Geohydrologic Setting........................................................................................................................................................ 9

Postglacial Redistribution of Glacial Deposits....................................................................................................... 9

Stratified drift............................................................................................................ 9

Glacial-Lake Deposits ................................................................................................................................ 11

Eskers.......................................................................................................................................................... 13

Through-Valley Deposits............................................................................................................................. 14

Till.............................................................................................................................................. 14

Bedrock............................................................................................................................................... 15

Geohydrology of Stratified-Drift Aquifers......................................................................................................................... 13

Delineation of Aquifer Boundaries and Water Table.............................................................................................. 16

Areal Extent of Stratified-Drift Aquifers .................................................. . ......................................... 16

Stratigraphic Position of Lithologic Units and Altitude of Water Table...................... ........................... 16

Ground-Water-Site Inventory ....... . . ...... ..... ... .. ..... .................................... 16

Seismic Refraction........................................................................................................................... 16

Seismic-Reflection Surveys at Eight Selected Lakes or Ponds....................................................... 17

Recharge, Discharge, and Direction of Ground-Water Flow.................................................................................. 17

Water Levels............................................................................................................^^^ 20

Aquifer Characteristics........................................................................................................................................... 21

Saturated Thickness and Storage................................................................................................................. 21

Relation of Aquifer Thickness to Geohydrologic Setting............................................................... 22

Transmissivity...................................................................................................................................^ 23

Characteristics of Selected Stratified-Drift Aquifers .................................................................................. 24

North Chatham Aquifer in Chatham, N.H....................................................................................... 25

Chatham Aquifer in Chatham, N.H................................................................................................. 25

Saco Lake Aquifer in Carroll, N.H.................................................................................................. 27

Dry River Aquifer in Harts Location, N.H...................................................................................... 27

Bartlett Aquifer in Bartlett, N.H...................................................................................................... 27

Saco River Aquifer in Conway and Bartlett, N.H........................................................................... 27

Weeks Brook Aquifer in Chatham and Conway, N.H..................................................................... 28

Passaconaway Aquifer in Albany and Waterville Valley, N.H........................................................ 28

Pequawket Brook Aquifer in Madison, Albany, and Conway, N.H................................................ 28

Bearcamp River Aquifer in Sandwich and Tamworth, N.H............................................................ 29

Ossipee Lake Aquifer in Tamworth, Madison, Ossipee, Freedom, and Effingham, N.H. ............. 29

Pine River Aquifer in Ossipee, Effingham, and Wakefield, N.H.................................................... 29

Estimation of Ground-Water Availability in the Ossipee Lake Aquifer................................................................. 30

Description of Estimation Technique.......................................................................................................... 30

Generalizations............................................................................................................................................ 30

Assumptions..................................................................^ 32

Grid and Boundary Conditions ................................................................................................................... 33

Input Parameters.......................................................................................................................................... 33

Saturated Thickness and Hydraulic Conductivity........................................................................... 33

Specific Yield................................................................................................................................... 33

Infiltration from the Streams, Ponds, and Lakes.............................................................................. 33

Ground-Water Availability.......................................................................................................................... 33

Sensitivity Analysis of the Ground-Water Availability Estimate................................................................ 34

Contents III
Contents Continued

Water Quality.............................................................................................................._^^ 34

pH........................................................................................................................................................................... 37

Specific Conductance.............................................................................................................................................. 38

Dissolved Solids..................................................................................................................................................... 38

Dissolved Oxygen................................................................................................................................................... 38

Calcium, Magnesium, and Hardness...................................................................................................................... 38

Sodium and Chloride.............................................................................................................................................. 38

Nitrogen.................................................................................................................................................................. 39

Phosphorus.............................................................................................................................................................. 39

Sulfate....................................................^ 39

Iron and Manganese................................................................................................................................................ 40

Silica....................................................................................................................................................................... 40

Trace Elements.........................................................^ 40

Summary and Conclusions................................................................................................................................................. 40

Selected References...................................................................................................................................................... 41

Glossary.............................................................................................................................................................................. 46

Appendixes

1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins,

east-central New Hampshire............................................................................................................................. 51

2. Stratigraphic logs of selected wells and borings in the Saco and Ossipee River Basins,

east-central New Hampshire............................................................................................................................. 123

3. Geohydrologic sections interpreted from seismic-refraction data in the Saco and Ossipee River Basins,

east-central New Hampshire............................................................................................................................. 203

4. Low-flow streamflow measurements at miscellaneous sites in the Saco and Ossipee River Basins;

east-central New Hampshire............................................................................................................................ 225

5. Chemical analyses of ground-water samples from the Saco and Ossipee River Basins,

east-central New Hampshire............................................................................................................................. 227

FIGURES

1. Map showing location of the Saco and Ossipee River Basins study area................................................................ 3

2. Map showing location of major lakes, rivers, and surface-water divides in the Saco and

Ossipee River Basins study area in east-central New Hampshire ..................................................................... 5

3. Map showing location of stratified-drift aquifers underlying the Saco and Ossipee River Basin study area

east-central New Hampshire............................................................................................................................... 10

4. Map showing the Ossipee Lake Quadrangle showing the location of three "through valleys,"

east-central New Hampshire .............................................................................................................................. 12

5. Map showing location of geologic sections interpreted from seismic-reflection data in the Ossipee River

Basin, east-central New Hampshire ................................................................................................................... 18

6-8. Geologic sections interpreted from seismic-reflection data in the Ossipee River Basin east-central 

New Hampshire for:

6. Freedom, A-A'............................................................................................................................................. 19

7. Madison, B-B' ............................................................................................................................................ 19

8. Effingham,C-C\...................................................~ 20

9. Graph showing relation between estimated hydraulic conductivity, median grain size, and degree of

sorting of stratified drift in New Hampshire....................................................................................................... 24

10. Map showing selected aquifers in the Saco and Ossipee River Basins study area, east-central New Hampshire... 26

11. Map showing location of Ossipee Lake ground-water availability model area, east-central New Hampshire ....... 31

12. Map showing water-quality-sampling locations in the Saco and Ossipee River Basins study area,

east-central New Hampshire............................................................................................................................... 35

iv . Geohydrology and Water Quality of the Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Contents- Continued

TABLES

1. Registered municipal water-supply systems and ground- and surface-water-source data for towns in the

Saco and Ossipee River Basins, east-central New Hampshire........................................................................... 6

2. Two-letter town codes used as prefixes in the numbering system for wells, borings, and springs in the Saco

and Ossipee River Basins, east-central New Hampshire................................................................................... 8

3. Relation of mean hydraulic conductivity to median grain size and degree of sorting of stratified drift

in New Hampshire............................................................................................................................................. 25

4. Results of sensitivity test with combined withdrawal of four hypothetical wells in stratified drift for the

ground-water availability estimates, east-central New Hampshire..................................................................... 34

5. Statistical summary of water-quality analyses of ground-water samples from the Saco and Ossipee River

Basins, east-central New Hampshire................................................................................................................. 36

PLATES (Plates are in map jacket)

1-2. Maps showing altitude of water table, data collection locations, and materials for stratified-drift aquifers in the Saco and 

Ossipee River Basins, east-central New Hampshire:

1. northern plate.

2. southern plate.

3-4. Maps showing saturated thickness and transmissivity of stratified drift in the Saco and Ossipee River Basins, east-central 

New Hampshire:

3. northern plate.

4. southern plate.

Contents v
CONVERSION FACTORS AND VERTICAL DATUM

Multiply By To obtain

cubic foot (ft3) 

cubic foot per second (ftVs)

cubic foot per day per

square foot times foot of

aquifer thickness or

foot squared per day 

or (ft/d2)

0.02832

0.02832

0.09290

0.09290

cubic meter

cubic meter per second

cubic meter per day 

per square meter times 

meter of aquifer thickness

meter squared per day

cubic foot per second per 

square mile [(ft3/s)/mi2)]

foot (ft)

foot per day (ft/d)

foot per mile (ft/mi)

foot per second (ft/s)

gallon (gal)

gallon per minute (gal/min)

inch (in.)

mile (mi)

million gallons (Mgal)

inch per hour (in/hr)

million gallons per day 

(Mgal/d)

square mile (mi2)

0.01093

0.3048

0.3048

0.1894

0.3048

3.785

0.06309

25.4

1.609

3,785

25.4

0.04381

2.590

cubic meter per 

second per square 

kilometer

meter

meter per day

meter per kilometer

meter per second

liter

liter per second

millimeter

kilometer

cubic meter

millimeter per hour

cubic meter per second

square kilometer

Sea level: In this report, "sea level" refers to the National Geodetic Vertical Datum of 1929 a geodetic datum derived from a general 

adjustment of the first-order level nets of both the United States and Canada, formerly called Sea Level Datum of 1929.

ABBREVIATED WATER-QUALITY UNITS USED IN REPORT

In this report, chemical concentration in water is expressed in milligrams per liter (mg/L) or micrograms per liter (ng/L). Milligrams per liter 

is a unit expressing the concentration of chemical constituents in solution as weight (milligrams) of solute per unit volume (liter) of water; 

1,000 ng/L (micrograms per liter) is equivalent to 1 mg/L (milligrams per liter). Water temperature in degrees Celsius (°C) can be converted 

to degrees Fahrenheit (°F) by use of the following equation:

°F=1.8(°C)+32

Specific conductance of water is expressed in microsiemens per centimeter at 25 degrees Celsius (jaS/cm). This unit is equivalent to 

micromhos per centimeter at 25 degrees Celsius (^mho/cm), formerly used by the U.S. Geological Survey.

The ionic concentration in water is expressed in milliequivalents per liter (meq/L). Milliequivalents per liter is the concentration in mg/L of 

an ion multiplied by the charge of the ion and divided by the atomic weight of the ion.

vl Geohydrology and Water Quality of the Stratifled-Drtft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
GEOHYDROLOGY AND WATER QUALITY OF

STRATIFIED-DRIFT AQUIFERS IN THE SACO AND

OSSIPEE RIVER BASINS, EAST-CENTRAL

NEW HAMPSHIRE

By Richard Bridge Moore and Laura Medalie

Abstract

The U.S. Geological Survey, in cooperation with 

the New Hampshire Department of Environmental Services, Water Resources Division, has assessed the geohydrology and water quality of stratified-drift aquifers 

in the Saco and Ossipee River Basins in east-central 

New Hampshire. Stratified-drift aquifers discontinuously underlie 152.5 square miles of the Saco and 

Ossipee River Basins, which drains 869.4 square miles 

and consists of sorted coarse-grained sediments deposited by glaciation. Saturated thicknesses of stratified 

drift in the study area are locally greater than 280 feet 

but generally are less. Transmissivity locally exceeds 

8,000 feet squared per day but is generally less. Approximately 93.6 square miles (or 10.8 percent of the study 

area) have transmissivities greater than 1,000 feet 

squared per day.

Characteristics of stratified-drift materials that 

affect ground-water storage and flow are related to the 

original glaciofluvial or glaciolacustrine environments 

in which they were deposited. Deglaciation by a systematic process of stagnation zone retreat resulted in the 

formation of deltas and other lake deposits, primarily 

along the central parts of the Saco and Ossipee River 

Valleys. Glacial outwash and alluvium covered much of 

the earlier valley-fill deposits. Glacial lakes were 

present at the time of deglaciation in the Saco and 

Ossipee River Basins and their presence greatly 

affected deglaciation and the depositional processes 

that formed many of the stratified-drift aquifers in the 

study area.

The geohydrologic investigation of stratified-drift 

aquifers focused on basic aquifer properties including 

aquifer boundaries; recharge, discharge, and direction 

of ground-water flow; saturated thickness and storage; 

and transmissivity. Surficial geologic mapping assisted 

in the determination of aquifer boundaries. Data from 

1,848 wells, test borings, and springs were collected, 

and stored in the U.S. Geological Survey's Ground 

Water Site Inventory (GWSI) data base. Over 1,130 of 

these sites were from areas covered by stratified drift. 

These data were used to produce maps of water-table 

configuration, saturated thickness, and transmissivity of 

stratified drift. A total of 13.3 miles of seismic-refraction profiling (at 61 locations) and 13.7 miles of seismic-reflection profiling were used to aid in preparing 

the water-table and saturated-thickness maps. Seismicreflection data also were collected and interpreted along 

13.7 miles of the shores of Ossipee Lake and 7 other 

water bodies in the study area. These data aided in the 

preparation of the saturated-thickness maps.

The Ossipee Lake aquifer in the towns of Ossipee, 

Freedom, Effingham, Madison, and Tamworth was analyzed by use of transient simulations and a two-dimensional, finite-difference flow model to determine 

ground-water availability. The available water, after a 

180-day period of pumping from four hypothetical 

wells open to the aquifer, was 7.72 million gallons per 

day, 31.6 percent of the water pumped came from 

ground-water storage and 68.4 percent came from combined induced infiltration and ground water captured 

before discharge to surface-water bodies.

Results of the analysis of water samples from 25 

test wells and 4 springs indicate that water in the stratified-drift aquifers generally meets U.S. Environmental

Abstract 1
Protection Agency primary and secondary drinkingwater regulations. Sites of known ground-water contamination in the aquifers were not sampled. Elevated 

concentrations above background levels of chloride and 

sodium, iron and manganese, and fluoride were the 

exceptions.

INTRODUCTION

The population of communities in the Saco and 

Ossipee River Basins increased by about 93 percent 

between 1970 and 1990 (U.S. Bureau of the Census, 

1991). Recreational and second-home development has 

been especially rapid in this area, which includes parts 

of the Lakes Region in east-central New Hampshire and 

the White Mountains. This growth has steadily 

increased demands for water. In 1990, the total withdrawal from stratified-drift aquifers for municipal 

supply was about 2.7 Mgal/d (F. H. Chormann Jr., New 

Hampshire Department of Environmental Services, 

Water Resources Division, written commun., 1991). In 

addition, large ski areas in the mountains rely heavily on 

water resources to make snow to augment the natural 

snow cover. Also, stringent U.S. Environmental Protection Agency (USEPA) primary and secondary drinkingwater regulations on the treatment requirements of surface-water supplies have prompted municipalities to 

look closely at the ground-water resources. Of the 19 

towns in the Saco and Ossipee River Basins, 6 have 

municipal-water systems of which 2 use only ground 

water, 3 use surface water from the basin, and 1 uses 

ground and surface water. Most of these towns need to 

expand their water-supply capabilities. The rural areas 

of the towns in the study area rely on private wells.

The U.S. Geological Survey (USGS), in cooperation with the New Hampshire Department of Environmental Services, Water Resources Division (NHDESWRD), has done a series of ground-water studies in 

New Hampshire that provide the detailed geohydrologic information necessary for determining optimal 

use of available water supplies and for the development 

of new water supplies. The study described in this 

report encompasses the Saco and Ossipee River Basins 

(fig. 1). For most of the studies, watershed basin divides 

were selected as study-area boundaries because they are 

the natural subdivision of the hydrologic system; only a 

few stratified-drift aquifers in New Hampshire extend 

across major surface-water divides. Completed studies 

and reports include the Nashua Regional Planning

Commission area (Toppin, 1987); the Exeter, Lamprey, 

and Oyster River Basins (Moore, 1990); the lower Merrimack and coastal River Basins (Stekl and Flanagan, 

1992); the Bellamy, Cocheco, and Salmon Falls River 

Basins (Mack and Lawlor, 1992); the middle Merrimack River Basin (Ayotte and Toppin, 1995); the lower 

Connecticut River Basin (Moore and others, 1994); the 

Contoocook River Basin (Harte and Johnson, 1995) and 

the Pemigewasset River Basin (Cotton and Olimpio, in 

press).

Purpose and Scope

The purpose of this report is to (1) describe the 

hydrologic and geologic characteristics of the stratifieddrift aquifers in the Saco and Ossipee River Basins, 

including areal extent of the stratified-drift aquifers, 

ground-water levels, general directions of ground-water 

flow, saturated thickness, and transmissivities; (2) 

present a technique for the evaluation and estimation of 

ground-water availability, and (3) assess the general 

quality of water in the stratified-drift aquifers.

The study generally was limited to the collection, 

compilation, and evaluation of data from the stratifieddrift aquifers underlying the study area. Yield of a large 

portion of the largest of the aquifers, in the area surrounding Ossipee Lake, was evaluated with a drawdown modeling-simulation technique to illustrate how 

this technique can be used to provide estimates of 

ground-water availability after 180 days of pumping.

Previous Studies

Previous studies in the area include a basic data 

report of geohydrologic and surface-water data for the 

Saco River valley-fill aquifer from Bartlett, New Hampshire to Fryeburg, Maine by Johnson and others (1987). 

An accompanying interpretive report on the 

hydrogeology, water quality, and effects of pumping 

was written by Tepper and others (1990). A reconnaissance map of the availability of ground water in the 

Saco River Basin was presented by Cotton (1975) on a 

map at a scale of 1:125,000. Surficial-geologic maps in 

the study area had been produced at a scale of 1:62,500 

with accompanying reports. Goldthwait (1968) 

mapped and reported on surficial deposits in the Wolfeboro 15-minute quadrangle, and Newton (1974) 

mapped and reported on surficial deposits in the 

Ossipee Lake 15-minute quadrangle.

2 Geohydrology and Water Quality of Stratified-Drift Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
INDEX MAP OF 

NEW HAMPSHIRE

EXPLANATION 

I STUDY AREA

Unorganized 

Territories

Hart's Location

PLATES 1

Albany

Moultonborough ,.i

>

I i 

0 20 40 60 KILOMETERS

Tuftonboro ( \

EXPLANATION 

_.._.._. DRAINAGE-BASIN DIVIDE

Wolfeboro

PLATE BOUNDARY 

STATE BOUNDARY 

COUNTY BOUNDARY 

TOWN BOUNDARY

/Wakefieldl 

< V^-..^

2468 10 MILES

I I I_____L_ I

02468 10 KILOMETERS

Figure 1 . Location of the Saco and Ossipee River Basin study area.

Introduction 3
Description of the Study Area Water Use in the Study Area

The Saco and Ossipee River Basins encompass 

about 869 mi2 in the glaciated Appalachian groundwater region in east-central New Hampshire. The two 

basins cover an area 48.5 mi long north to south and 

about 27.4 mi wide east to west (fig. 2). The mountainous northern part is in the White Mountain section of 

the New England physiographic province and the southern part is in the New England upland section (Feneman, 1938; Raiz, 1954). There are 19 towns and 9 

grants or unorganized territories that are either partly or 

entirely in the study area.

Surface altitude of the basins ranges from just 

under 400 ft above sea level, at two sites where the Saco 

and Ossipee Rivers flow into the State of Maine, to 

6,288 ft above sea level at the summit of Mount 

Washington, the highest point in the Northeastern 

United States.

The Ossipee River originates at Ossipee Lake, 

407 ft above sea level, and drains eastward into the 

State of Maine. Major tributaries to Ossipee Lake are 

the north-flowing Pine River, the east-flowing Bearcamp River, and the south flowing Chocorua River. The 

Ossipee River is named from the Native American word 

"Awoss-sebi" meaning river on the other side 

(Piotrowski, 1977). The Saco River originates at a small 

water body called Saco Lake, 1,887 ft above sea level in 

Crawford Notch. Major tributaries of the Saco River, in 

the study area, are the north-flowing Pequawket Brook, 

the east-flowing Swift River, and the south-flowing 

Rocky Brook, Ellis River, and East Branch of the Saco 

River (fig. 2). The word "Saco" is derived from the 

Native American word "Sokook" meaning at the southern place (or from the south side) (Piotrowski, 1977).

Average annual precipitation ranges from about 40 

in. in the southern part of the basin to more than 60 in. 

in the northern headwaters. Average annual runoff in 

the basin ranges from about 20 to 50 in. (Knox and Nordenson, 1955). Average annual runoff for the Ossipee 

River Basin upstream of the gage on the Ossipee River 

at Effingham, is about 28 in/year. Average annual runoff 

for the Saco River Basin, upstream of the gage on the 

Saco River at Conway, is about 33 in/year (Toppin and 

others, 1991).

Eight municipal water-supply systems in the Saco 

and Ossipee River Basins are water users registered 

with the NHDES-WRD because they withdraw more 

than 20,000 gal of water on an average day (table 1). All 

water-use data discussed here is from Frederick H. 

Chormann Jr., New Hampshire Department of Environmental Services, Water Resources Division (written 

commun., 1994). The largest system, Wolfeboro Water 

Works, provides water service to over 5,000 residents of 

Wolfeboro. This system is noteworthy because withdrawals from Upper Beech Pond, in the southwestern 

corner of the Ossipee River Basin (pi. 2), are exported 

for use in the Winnipesaukee River Basin. Thus, over 

0.7 Mgal are exported or lost from the study area on an 

average day. Water that is withdrawn from the 

remaining sources listed in table 1 is almost entirely 

used within the study area.

Four of the water-supply systems use surfacewater sources, three of the water-supply systems withdraw water from stratified-drift aquifers, and one of the 

water-supply systems (in Madison) withdraws water 

from both stratified-drift and bedrock aquifers. The 

Lower Bartlett Water Precinct, the Conway Village Fire 

District, and the North Conway Water Precinct all withdraw water from the Saco River Valley stratified-drift 

aquifer. In 1990, total withdrawal by these three systems was 1.68 Mgal/d. This amount of withdrawal 

decreased slightly during 1991-93. In addition to the 

large systems listed in table 1, several small community 

water-supply systems (for mobile-home parks, developments, and condominium associations) in Albany, Bartlett, Conway, Freedom, Madison, Ossipee, Tamworth, 

and Wakefield pump water from stratified-drift aquifers. 

These small water-supply systems do not normally 

install meters on wells, so withdrawals must be 

estimated on the basis of the number of people served.

In addition to water-supply system data, the State 

water-use data base contains information on other registered water users in the basin. In 1993, total withdrawals from surface water for snowmaking in Bartlett, 

Conway, Jackson (1990 data), and Madison were 

1.330 Mgal/d. Some ground water (0.003 Mgal/d) was 

also withdrawn in Bartlett for snowmaking. Groundwater withdrawal in Tamworth for biomass power production was 0.360 Mgal/d in 1993. Surface-water withdrawal for mining operations in Ossipee and Madison 

was 0.283 Mgal/d, for golf-course irrigation in Conway

4 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
EXPLANATION

LAKES AND MAJOR PONDS 

RIVERS AND MAJOR STREAMS 

DRAINAGE-BASIN DIVIDE 

STATE BOUNDARY

02468 10 MILES

02468 10 KILOMETERS

Figure 2. Location of major lakes, rivers, and surface-water divides in the Saco and Ossipee River Basins 

study area, east-central New Hampshire.

Introduction 5
Table 1. Registered municipal water-supply systems and ground- and surface-water source data for 

towns in the Saco and Ossipee River Basins, east-central New Hampshire

[Source and withdrawal data from the New Hampshire Department of Environmental Services, Water Resources Division 

(1990); population data from the New Hampshire Department of Environmental Services, Water Supply and Pollution Control 

Division (Rene Pelletier, written commun., 1993); Mgal/d, million gallons per day; --, not applicable; GPW, gravel-packed 

well; BRW, bedrock well]

Town

Bartlett

Bartlett

Conway

Conway

Jackson

Madison

Water-system 

name

Bartlett Village 

Water Precinct

Lower Bartlett

Water Precinct

Conway Village 

Fire District

North Conway 

Water Precinct

Jackson Water

Precinct

Village District 

ofEidelweiss

Surface-water body or 

local well name

Albany Brook

Saco River Intervale #1

Saco River Intervale #2

Swift River Well

GPW#1 

GPW #2

GPW #3

Ellis River

Grachen Well Field

Well 

number

~

BCW17

BCW114

CWW102

CWW99 

CWW100

CWW101

__

MBW 72 ' 

MBW 582

Type of 

well

~

GPW

GPW

GPW

GPW 

GPW

GPW

_

GPW 

BRW

Average 

daily 

withdrawals 

in Mgal/d

0.099

.055

.052

.680

.026 

.311

.557 .

.037

.027

Population 

served

625

1,000

1,937

4,000

500

725

Muddy Beach Well Field MBW 145J BRW

Ossipee Ossipee Water 

Department

New gravel-packed well 

Danhole River

MBW 2494 GPW

Wolfeboro Wolfeboro Water Upper Beach Pond 

Works

Total

.052

.087

.725

2.692

850

5,405

15,042

1 MBW 72 represents five gravel-packed wells, four of which are inactive.

2MBW 58 represents two bedrock wells, both of which are inactive because of high radioactivity levels in 

the water

3MBW 145 represents two bedrock wells. 

4MBW 249 was drilled in 1993 to supplement pumpage from existing well fields.

was 0.060 Mgal/d, and for fish farming in Ossipee was 

0.044 Mgal/d (1990 data). Industrial withdrawals in 

1993 were 0.001 Mgal/d each in Madison (ground 

water) and in Ossipee (surface water). The amount of 

water used for snowmaking, mining, irrigation, and fish 

fanning are average daily withdrawals based on an 

entire calendar year; the values would be larger if they 

were presented as averages only during the season of

actual use. In addition, instream use for hydroelectric 

power generation in Ossipee was 8.105 Mgal/d (on the 

basis of 8 months of reported data in 1993).

Methods of Study

The following methods were used in this study:

6 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
1. Areal extent of stratified-drift deposits was mapped. 

Soil maps (Diers and Vieira, 1977; and digitized 

U.S. Soil Conservation Service data on file with 

Complex Systems Research Center, University 

of New Hampshire, Durham, N.H.) and 

surficial-geologic maps (Goldthwait, 1968, and 

Newton, 1974) were used as an aid in 

determining the contact between stratified drift 

and till. These data were supplemented by field 

mapping done specifically for this study.

2. Available subsurface data on ground-water levels, 

saturated thickness, and stratigraphy of 

stratified-drift aquifers were compiled and data 

were reviewed for deficiencies. These data were 

obtained from published and unpublished 

sources of the USGS and the NHDES-WRD. 

Additional data were obtained from bridge 

borings of the New Hampshire Department of 

Transportation (NHDOT), well-drilling 

contractors, engineering consultants, 

municipalities, and local residents.

3. The location of production wells, test wells, and test 

borings were plotted on base maps at a scale of 

1:24,000 and the data was added to the USGS 

Ground-Water Site-Inventory (GWSI) data 

base. Wells and borings were cross-referenced 

by an identification number and owner, as well 

as other locational and well construction 

information, water levels, and lithologic logs. 

All latitudes and longitudes are referenced to 

the North American Datum of 1927. The site 

locations are shown on plates 1 and 2 and 

information from these sites appears in 

appendixes 1 and 2.

4. Seismic-refraction profiling, a surface-geophysical 

technique, was applied at 61 locations in the 

study area to determine depths to the water table 

and depths to the bedrock surface. These 

surveys ranged from 350 to 4,100 ft in length. 

Locations of the profiles are shown on plates 1 

and 2. Results are given in appendix 3. A 12- 

channel, signal-enhancement seismograph was 

used to measure time-of-travel for a sound wave 

from a shot point to 12 geophone locations. 

Altitudes of geophones and shot points were 

determined by leveling to a common datum. 

The seismic-refraction data were interpreted by 

use of a time-delay, ray-tracing computer

program developed by Scott and others (1972). 

Data from nearby wells and test holes were used 

to verify the interpretations.

5. Seismic-reflection profiling, another surfacegeophysical technique, was used to determine 

depths to bedrock and to infer the sediment type 

of the aquifers that lie beneath Ossipee Lake and 

seven other surface-water bodies in the study 

area. The methods used in data collection and 

interpretation are discussed in detail by Haeni 

(1986 and 1988b), Reynolds and Williams 

(1988), and Morrissey and others (1985).

6. Test borings were made at 38 locations to improve 

definition of the thickness and geohydrologic 

characteristics of the stratified-drift aquifers. 

Locations of the test borings are shown on 

plates 1 and 2. Split-spoon samples of the 

subsurface sediments collected at specific 

depths were used to evaluate the grain-size 

characteristics and identify the stratigraphic 

sequence of materials composing the aquifers. 

Thirty-two test borings were finished as 

observation wells with a 2-inch inside-diameter 

polyvinyl chloride casing and slotted well 

screen. Wells were developed by use of a 

cycling-pneumatic pump. Water levels were 

measured periodically in these wells, and water 

samples were collected from selected wells.

7. Data collected as described in items 1 through 6 

were used to prepare maps showing the watertable altitudes and saturated thicknesses of the 

stratified-drift aquifers.

8. Hydraulic conductivities of aquifer materials were 

estimated from field descriptions of the grainsize-distributions of samples from the test 

borings. Field descriptions were compared to 

descriptions of 454 sieved samples from 

previous ground-water studies in New 

Hampshire (Moore and others, 1994; Ayotte 

and Toppin, 1995). Transmissivities were 

estimated from the logs of test borings by 

assigning hydraulic conductivities to specific 

intervals, multiplying the hydraulic 

conductivities by the saturated thickness of the 

interval, and summing the results. Additional 

transmissivities were obtained from reports by 

geohydrologic consultants or from analysis of

Introduction 7
unpublished aquifer-test data. This information 

was used to prepare maps showing the 

distribution of transmissivity of the stratifieddrift aquifers (pis. 3 and 4). Drillers logs from 

wells and test borings not drilled by the USGS, 

in the areas of stratified drift, were examined 

during the preparation of these maps.

9. The aquifer boundary, water table, saturated thickness, and transmissivity maps were digitized 

from 1:24,000 and 1:25,000 scale-stable mylar 

quadrangle maps and entered into a Geographic 

Information System (GIS) computer data base. 

The digitized quadrangle maps then were 

merged into one study-wide GIS coverage for 

each map feature. GIS coverages include well, 

test boring, and spring locations; seismicrefraction and seismic-reflection profile 

locations; water-table configurations; saturated 

thicknesses; and transmissivities of the stratified 

drift.

10. Surface-water-discharge measurements (appendix 

4) were made at 36 sites during low flow when 

the surface water is primarily ground-water 

discharge. These low-flow measurements 

indicate quantities of ground water potentially 

available from aquifers.

11. A large part of the aquifer surrounding Ossipee Lake 

was selected to demonstrate a technique for 

estimating water availability by use of a groundwater-flow model developed by McDonald and 

Harbaugh (1988) and modified by Orzol and 

McGrath (1992). Model-input data were 

generated by use of the GIS computer data-base 

coverages discussed in method number 9.

12. Samples of ground water from 25 test wells and 4 

springs were collected and analyzed for 

physical characteristics (specific conductivity, 

pH, temperature) and concentrations of selected 

organic and inorganic constituents. The data 

provided by these analyses (appendix 5) were 

used to assess the water quality of the stratifieddrift aquifers. The data were also entered and 

stored in the National Water Information 

System (NWIS) computerized data base.

Numbering System for Wells, Borings, and 

Springs

Local numbers assigned to wells, test borings, and 

springs entered into GWSI consist of a two-letter town 

code (table 2), a supplemental letter designation ("A" 

for borings done for hydrologic purposes with no casing 

set, "B" for borings done primarily for constructional 

purposes, "S" for springs, and "W" for all wells in which 

a casing was set), and a sequential number in each town. 

For example, the first well in the town of Albany is 

ADW1.

Acknowledgments

The authors thank the State and Federal agencies, 

municipalities, well-drilling contractors, and consulting 

firms who provided data for this study. Included are personnel from the New Hampshire Department of Environmental Services, Water Resources Division, 

Kenneth Stern, Frederick Chormann Jr., Richard 

Schofield and Kevin Riel. Appreciation is also 

expressed to Complex Systems Research Center at the 

University of New Hampshire for providing digitized 

soils and hydrography data. Thanks are also given to the 

residents and land owners in the study area who graciously allowed access to their land for purposes of data 

collection, and to Robert Newton, Fredrick 

Chormann, Jr. and Richard Schofield for providing 

reviews of this report.

Table 2. Two-letter town codes used as prefixes 

in the numbering system for wells, borings, and 

springs in the Saco and Ossipee River Basins, 

east-central New Hampshire

Town

Albany

Bartlett

Chatham

Conway

Eaton

Effingham

Freedom

Harts 

Location

Twoletter 

Code

AD

BC

CK

CW

EC

EF

FL

HJ

Town

Jackson

Madison

Ossipee

Sandwich

Tamworth

Tuftonboro

Wakefield

Wolfeboro

Twoletter 

Code

JA

MB

OX

SE

TA

TZ

WA

WR

8 Geohydrology and Water Quality of Stratifled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
GEOHYDROLOGIC SETTING

Ground water underlies the land surface throughout the Saco and Ossipee River Basins. Subsurface formations that have sufficient saturated permeable 

materials that yield significant quantities of water to 

wells are termed aquifers. Even aquifers with low 

productivity may yield enough water to wells for 

domestic users.

The three types of aquifers present in the study area 

are: (1) stratified drift, which is the major source of 

ground water for municipalities (fig. 3); (2) till, which 

locally can supply ground water for domestic use; and 

(3) bedrock, which yields a variable supply but is a 

major source of ground water for private domestic 

needs and small businesses (U.S. Geological Survey, 

1985).

Postglacial Redistribution of Glacial Deposits

Modification and redistribution of glacial deposits 

in the study area has been significant. These processes 

include erosion and redeposition of material by rivers, 

by streams, and, to a lesser extent, perhaps by wind. 

Postglacial down cutting by the Saco and Ossipee 

Rivers and their tributaries has resulted in erosional 

channels, alluvial fans, stream terraces, flood-plain 

deposits, and modem deltas.

Alluvial fans are an integral part of many stratifieddrift-aquifer systems because fan deposits can increase 

potential yield of the aquifers by increasing the infiltration or recharge from tributary streams. Typically, alluvial-fan deposits form under extreme flood conditions, 

and where a stream emerges from the till uplands, flows 

out onto flatter areas of stratified drift, and deposits 

coarse material (largely gravel and sand). Under conditions of low streamflow, alluvial fans enhance infiltration from streams as they flow out onto the areas of 

stratified drift, which can dry up the river. The Dry 

River, in Hart's Location (plate 1), is named for this reason. The formation of alluvial-fan deposits may have 

been most active immediately following deglaciation 

from redeposition of the newly exposed land surface. 

Deposition of alluvial fans has continued until the 

present day.

Alluvial fans are found at numerous sites throughout the study areas. Fans are especially prevalent in the 

northern more mountainous part of the study area. A

partial list of alluvial-fan sites include: a site along the 

west side of Province Lake in Effingham (Goldthwait, 

1968); the west side of Crystal Lake in Eaton, and 

where the Chocorua River emerges from the steep 

slopes of Mt. Chocorua in Albany (Newton, 1974); 

where streams emerge onto the valley fill, where the 

Mill, Charles, Chandler, McDonough, Langdon and 

Weeks Brooks emerge in Chatham; where Avalanche, 

Davis and Nancy Brooks, and the Sawyer and Dry 

Rivers emerge in Hart's Location where the Razor, 

Meadow, Albany, Bartlett, and Mountain Brooks and 

Rocky Branch, Ellis, and East Branch Rivers emerge in 

Bartlett; the Miles Brook and the Ellis and Wildcat 

Rivers in Jackson; Oliverian Brook in Albany; Swift 

River in Livermore; Whiteface River at Whiteface 

Intervale, Wonalancet River at Wonalancet Intervale, 

and the Cold River in Sandwich (pis. 1 and 2).

Postglacial redeposition of sediments also includes 

modern deltas built out into Ossipee Lake, such as the 

Bearcamp River delta, the Pine River delta, the Lovell 

River delta, and the Chocorua River delta. Along the 

southeast shore of Ossipee Lake, post-glacial migration 

of the lake outlet is the result of redeposition of 

sediment by beach processes and long-shore currents 

(Newton, 1974, p. 38).

Stratified Drift

Stratified-drift aquifers, the focus of this study, 

consist of stratified, sorted, dominantly coarse-grained 

sediments (sands and gravels) deposited by glacial 

meltwater at the time of deglaciation. Alluvial and 

windblown deposits, younger than the stratified drift, in 

contact with stratified drift, are included as part of the 

stratified-drift aquifers. Distributions of the stratifieddrift aquifers in the study area are shown in figure 3. 

Hydraulic characteristics of these sediments that affect 

ground-water storage and flow are related to the 

glaciofluvial and glaciolacustrine environments in 

which the sediments were deposited. Stratified-drift 

deposits are composed of distinct layers of sediments 

with different grain-size distributions, sorted according 

to the depositional environment. For example, fastmoving meltwater streams are apt to deposit coarsegrained sediments with large pore spaces between 

grains. If saturated, these materials generally form 

aquifers that transmit ground water readily. Slowmoving meltwater in streams, lakes, and ponds are apt 

to deposit fine-grained materials (which consist of very

Geohydrologic Setting 9
Unorganized 

Territories

71°22'30

Hart's Location

Waterville 

Valley.

Moultonborough---..,4 

EXPLANATION

STRATIFIED-DRIFT AQUIFER 

DRAINAGE-BASIN DIVIDE 

STATE BOUNDARY 

COUNTY BOUNDARY 

TOWN BOUNDARY

) 2

i

^ X

Wolfeboro

468 i i i 101

02468 10 KILOMETERS Wakefield

Figure 3. Location of stratified-drift aquifers underlying the Saco and Ossipee River Basins study area, 

east-central New Hampshire.

10 Geohydrology and Water Quality of Stratmed-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
fine sand, silt and clay). These fine-grained deposits do 

not transmit water as readily as the coarse-grained 

deposits.

The size and arrangement of voids or pore spaces 

between sediment particles determine the capacity of 

the aquifer material to store and transmit ground water. 

Large, interconnected pore spaces readily transmit 

ground water and provide a large volume of groundwater storage. The ratio of total volume of pore space to 

the total volume of sediment is a measure of the porosity or space available for ground-water storage. Specific 

yield, the ratio of the volume of water that can be 

drained by gravity to the total volume of the sediment, 

is used to measure the amount of water stored in an 

aquifer. Total volume of pore space per total volume of 

sediment and specific yield are not equal because some 

water is held on the grain surfaces by tensional forces 

and will not drain by gravity. These characteristics are 

related to the original depositional environment of the 

sediments, and, thus, the term "stratified-drift aquifer" 

refers to several different types of aquifers, depending 

on the mode of deposition.

The deglaciation process, and the location of glacial lakes during deglaciation, had a pronounced effect 

on the types of stratified-drift aquifers in the study area. 

Throughout New England, deglaciation is believed to 

have occurred by a systematic process of retreat with 

minor localized readvances (Koteff and Pessl, 1981). 

As the active glacial-ice margin receded to the north, 

zones of stagnant ice were left in contact with the active 

ice margin. Numerous features throughout the southern 

part of the study area are associated with stagnant ice 

and characterize this northward retreat of a stagnant-ice 

zone in front of the active glacier (Newton, 1974). 

Examples of segmented eskers and deltas fed by eskers 

support this style of deglaciation and are among the 

most potentially productive aquifers.

Stratified-drift aquifers underlying the study area 

include ice-contact eskers and deltas, outwash deltas 

deposited by meltwater streams flowing in front of the 

glacier, collapsed outwash, kames, deposits from 

glacial-ice-dam-break flood deposits (alluvial fans and 

deltas), and alluvial fans and deltas fed by streams 

resulting from precipitation falling directly on the initially barren land surface. In certain cases, exposed till 

and other glacial sediments were eroded and 

redeposited.

The stratified-drift aquifers in the Saco and 

Ossipee River Valleys and in valleys of the major tributaries include a through valley that connects the two 

basins. Fine-grained, stratified-drift deposits in parts of 

these valleys typically are overlain by thick deposits of 

sand and gravel. Some potentially productive stratifieddrift aquifers are discontinuous; however, others in the 

study area are connected and form the largest potentially productive stratified-drift aquifer in New Hampshire. This continuous stratified-drift aquifer extends 

37.3 mi northward from Wakefield to Bartlett N.H. and 

eastward into Maine.

Three valleys, called "through valleys", cut north 

to south across the hilly zone between the Saco and 

Ossipee River drainage basins (Newton, 1974) (fig. 4). 

The forms of the valleys are maintained as one through 

valley crosses a low divide such that streams south of 

the divide flow south and streams north of the divide 

flow north. These valleys are filled with glacial-icestagnation features such as eskers, kames, kame terraces, and kame fields. The three through valleys are 

referred to as the Eaton, Silver Lake, and Chocorua 

through valleys (Newton, 1974). These valleys are the 

result of erosion by several glaciations during the Pleistocene Epoch, however, the stratified-drift aquifers in 

the Saco and Ossipee River Basins were deposited by 

the most recent glaciation.

Glacial-Lake Deposits

During the earliest stages of deglaciation of the 

study area, the natural drainage to the north in the Pine 

River Basin, in the southern part of the study area, was 

obstructed by the ice margin, forcing the melt water to 

drain south. The drainage divide acted as a dam and 

formed a series of lakes between it and the glacier, similar to the Contoocook River Basin, another northwardly draining basin in New Hampshire, (Moore, 

1993; Moore, in Harte and Johnson, 1995; Hildreth and 

Moore, in press). At least one and perhaps two spillways formed in the sand and gravel of the divide 

between Pine River Pond and Stump Pond (altitude 

600 ft above sea level) (pi. 2). As the ice margin continued to melt back to the north, the first lake expanded 

until a lower lake outlet was exposed northwest of 

White Pond and the first lake drained rapidly to the 

levels of the newly exposed outlet of the second lake 

(altitude 560 ft above sea level). Further melting back 

of the ice margin caused the lake to merge with a third

Geohydrologic Setting 11
44°

71'

Swift River

ICE-DAMMED 

LAKES AND 

 PONDS

Mount Chocorua 

-through 

valley

N\ ^ ^v

NS 

v\m^ '''t/,t

Conway

-=r- Silver Lake = 

\ through valley 3

x^ ^/

Conway 

La/ce

l\\\x /// -

u o Pequawket

*""//,

Eaton through valley ^

^ ^

Danforth 

JS Ponds

EXPLANATION

RIVER OR LAKE

VALLEY WALLS

MELTWATER 

CHANNEL

I DRAINAGE 

V DIVIDE

Oss.

Ossipee 

Mountains

Green 

Mountain

MILES

3 4 KILOMETERS

Figure 4. Ossipee Lake Quadrangle showing the location of the three "through valleys," east-central 

New Hampshire (Modified from Newton, 1974).

12 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
lake, only slightly lower in altitude, that extended 

beyond the study area into Maine. Continued melting 

northward of the ice margin exposed another, lower 

outlet to the north of Green Mountain (altitude 460 ft 

above sea level) and the lake drained rapidly to the 

levels of the newly exposed outlet. Next the outlet 

shifted to a position 0.6 mi to the north where the 

Ossipee River is presently.

In the Saco River Basin, lake deposits are also 

found in the Conway area. These may have been deposited in a single large lake (Leavitt and Perkins, 1935, 

p. 94; Thompson, 1986; Tepper and others, 1990, p. 10- 

11), or it is also possible that with the rapid infilling of 

sediment, dams formed and several smaller lakes were 

created instead of one large one (Tepper and others, 

1990, p. 10-11).

The formation of glacial lakes was enhanced by the 

underlying bedrock surface scoured and plucked by 

glacial ice during multiple glaciations during the Pleistocene Epoch. For example, the underlying bedrock surface surrounding Ossipee Lake was deeply eroded into 

a trough-shaped basin. The center of the glacial lake, 

where Ossipee Lake is presently, was at least 280 ft 

deeper than the lowest point of its rim in the eastern part 

of the lake where the Ossipee River now flows eastward 

from Berry Bay. This natural "bowl" in the bedrock surface was an important factor in the formation of a glacial lake during deglaciation. Sediment deposition 

during deglaciation rapidly filled in most of this lake, 

and post-glacial lowering of the lake level was the result 

of erosion at the outlet. Ossipee Lake is essentially a 

remnant of the previous glacial lake.

Glacial-lake environments thus dominated the central portions of the Ossipee and the Saco River Basins 

during deglaciation. The largest amounts of stratified 

drift were deposited in glacial lakes that were being 

filled with outwash and fine-grained sediments. The 

coarsest stratified-drift deposits formed in these areas 

are ice-contact eskers and deltas. Some of the deltas 

may have been fed by sediment in meltwater flowing 

from the esker channels in or beneath the glacial ice. 

Locally, the coarse-grained stratified drift, deposited as 

subaqueous fans and deltas, is found beneath finegrained stratified drift. Typically the deltas prograded 

out over fine-grained deposits and resulted in a lithologic sequence that coarsens upward. The eskers and 

deltas constitute the primary aquifers found in areas 

where glacial lakes were present.

Confined aquifers beneath glacial-lake silts and 

clays are not well documented within the study area. 

This may be a result of the absence of confined aquifers 

or may simply reflect a limitation of the available documentation. When installing a bedrock well, local well 

drillers may not notice a layer of aquifer material 

between fine sediment and the bedrock. Alternatively, 

when installing a well in stratified drift, drillers often 

find an adequate source of water above the silts and 

clays and have no reason to drill further.

The surfaces defining previous levels of glacial 

lakes throughout New Hampshire have been uplifted in 

response to the removal of the glacial ice (isostatic 

rebound). The uplift is greater further to the northnorthwest. Projections of these previous lake-level surfaces now slope to the south-southeast. The exact slope 

of these projected lake surfaces in the Ossipee River 

Basin have not yet been determined. In western New 

Hampshire in the Connecticut River Valley, a stabilized 

lake-level surface of glacial Lake Hitchcock is indicated 

by numerous ice-contact deltas and numerous other 

deltas that have not been modified by collapse and have 

topset-foreset contacts along a single plane. This stabilized lake-level surface indicates that the postglacial 

uplift of New England, which resulted from the melting 

of the continental ice sheet, was delayed by at least 

5,000 years (Koteff and Larsen, 1989). After the postglacial uplift the lake-level surface now slopes about 

4.8 ft/mi downward in the direction of about S. 21° E. 

(Koteff and Larsen, 1989). The projected lake-level surfaces of glacial lakes to the east in the Merrimack River 

Valley (glacial Lakes Tyngsboro, Merrimack, and 

Hooksett) now slope 4.7-4.9 ft/mi downward to the 

south-southeast (Koteff and others, 1984). Similarly to 

the southeast, the projected sea-level surface, onto 

which numerous glaciomarine deltas were deposited, 

now slopes about 4.5 ft/mi downward in the direction of 

S. 28.5 ° E. (Koteff and others, 1993). From this information, glacial lakes in the study area also are assumed 

to have had previous lake-level surfaces that now slope 

to the south-southeast.

Eskers

Eskers are long ridges of sand and gravel deposited 

either in meltwater channels in the zone of ice stagnation during deglaciation, or at the ice margin where the 

glacier retreats in contact with a standing water body. In 

the second case, sand and gravel is deposited where a

Geohydrologic Setting 13
meltwater channel empties into a water body. Steady 

retreat of the ice margin causes deposition at locations 

progressively further up the meltwater channel. Thus, a 

ridge that follows the course of the previous channel is 

created. Eskers are numerous in the southern part of the 

study area (Goldthwait, 1968; Newton, 1974). Eskers 

are also found in Tamworth, Albany, Madison, Freedom, Eaton, and Conway (Newton, 1974). In the 

northern part of the study area, however, eskers are 

short, scarce, and not well documented.

The most notable group of esker segments is the 

Pine River Esker, which contains the largest esker 

deposits in New Hampshire. These esker segments 

extend from Wakefield northward through Ossipee, and 

Effingham. Train loads of sand and gravel from this 

esker are transported, on a daily basis, to Massachusetts. 

Much of the esker in Ossipee has already been mined 

above the water table. Many subparallel lower ridges 

are found on either side of a main esker and specific 

ridges become braided, suggesting that different water 

courses were melted in the ice during different periods 

of time (Goldthwait, 1968, p. 33). The segmented 

nature of the eskers, with relatively narrow ridges leading up to broader areas, indicate that the esker system 

was developed in sequential stages. The broader areas, 

such as northwest of Pine River Pond and at White 

Pond, are probably areas where the ice channels opened 

up at or near the temporary ice margins.

Eskers in the study area have also been differentiated into two groups (Newton, 1974), on the basis of 

their orientation to the valleys valley-side eskers and 

valley-bottom eskers. Valley-side eskers are oriented 

approximately at right angles to the valley walls, 

whereas valley-bottom eskers are parallel to the axis of 

the valley walls.

Eskers with significant saturated thickness easily 

store and readily transmit water. In New Hampshire, 

eskers often formed where an ice margin melted into a 

glacial lake in front of the glacier. In these areas, eskers 

formed before, or simultaneously with, the removal of 

ice from that area and the simultaneous inundation by 

the glacial lake. As a result, coarse-grained stratified 

drift (the esker deposit) locally is buried beneath finegrained stratified drift (the lake-bottom sediments). 

Given this history and mode of deglaciation, subaqueous fans and distal ends of deltas are also locally buried

beneath fine-grained lake-bottom deposits. The location 

of confined aquifers composed of these buried deposits, 

may be undetected in areas lacking subsurface data.

Through-Valley Deposits

Through-valley deposits in the three through valleys in the Saco and Ossipee River Basins (fig. 4) grade 

to the level of the glacial lakes. Deglaciation resulted in 

the formation of eskers, kames, kame terraces, and outwash deposits. These deposits compose the stratifieddrift aquifers of these areas. Examples of these aquifers 

are found in Albany, Conway, Eaton, Freedom, and 

Madison. On the north and west sides of the Chocorua 

through valley and the Silver Lake through valley, glacial meltwater formed channels that slope down to the 

valley fill (fig. 4) (Newton, 1974). Given the severity of 

the erosion and the large size of the boulders carried by 

the meltwater, these channels were likely caused by glacial-ice-dam-break floods from water ponded between 

the ice and the drainage divide for the Swift River Basin 

(fig. 4). Similar features have been observed in southcentral New Hampshire, in the Contoocook River Basin 

(Moore, 1993; Moore, in Harte and Johnson, 1995; Hildreth and Moore, in press). Sediment-laden meltwater 

was carried in these channels to the valleys below, and, 

thus was a source for some sediment of the throughvalley deposits. Meltwater emerging directly from the 

glacial ice, as evidenced by the eskers, was another 

source of sediments.

Till

Till is an unsorted mixture of rock debris ranging 

in size from clay to boulders that was deposited directly 

by glacial ice. Within the study area, till is the dominant 

surficial material. Beneath flowing ice, compact lodgement till was deposited discontinuously on the bedrock 

surface. In some areas, a large amount of lodgement till 

was deposited on north- and northwest-facing bedrockhill slopes that locally blocked the flow of the debrisladen ice. As a result, the thickness of till can exceed 

200 ft. Much of this thick lodgement till is believed to 

be from the previous Illinoian glaciation over 

133,000 years ago, rather than from the most recent glaciation, the Wisconsinan (B. Stone, in Davis and others, 

1993, p. EE-4). This lower till, of the Illinoian glaciation, is typically much less permeable than the upper till 

deposited during the Wisconsinan glaciation.

14 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Ablation till, which discontinuously overlies compact till or bedrock, formed as residual deposits on the 

melting (wasting) ice surface and gradually settled on 

the underlying surface as the ice melted. Ablation till is 

less compact than lodgement till, is slightly stratified in 

places, and can contain lenses of stratified material. 

Because ablation till with stratified lenses may grade 

laterally into stratified drift, the distinction between till 

and stratified drift is uncertain. Generally, till directly 

overlies bedrock. In the Saco and Ossipee River Basins, 

however, till directly overlies stratified drift in Chatham 

at well CKW 35 (pi. 1). The mode of deposition of the 

stratified drift, buried beneath till, has not been 

determined.

Till is not considered to be a major source of 

ground water because of generally low hydraulic conductivity. Nonetheless, till, composing an aquifer, is 

important for domestic water supply. Water-level 

fluctuations in till can be large enough (several feet) to 

dry shallow dug wells during dry seasons.

Bedrock

Bedrock in the Saco and Ossipee River Basins consists of metamorphic, plutonic, and volcanic rocks. The 

metamorphic bedrock underlies about 27 percent of the 

study area (Lyons and others, 1986). Metasediments of 

Silurian age comprise about 16.4 percent of the total 

study area; whereas younger metasediments of Devonian age, largely of the Littleton Formation, comprise 

about 10.5 percent of the total study area. Plutonic and 

associated volcanic bedrock underlies the remaining 

73 percent of the study area (Lyons and others, 1986). 

From oldest to youngest, the Devonian bedrock, of the 

New Hampshire Plutonic Suite, constitute about 9 percent of the study area. Located in the more mountainous northern half, Mississippian bedrock compose 

about 22 percent, and Jurassic bedrock, of the White 

Mountain Plutonic Suite, compose about 35.4 percent 

of the study area. The Cretaceous bedrock compose 

about 5.8 percent of the study area and underlies two of 

the highest areas in the southern half of the study area. 

These rocks constitute the classic ring-dike complex of 

the Ossipee Mountains (Wilson, 1969) and they 

underlie Green Mountain.

Metamorphic and plutonic rocks are generally hard 

and compact and contain recoverable water only in 

open fractures (secondary porosity). The size, distribution, and degree of interconnection of these open fractures are highly variable and their numbers generally 

decrease with depth. Thus, the capacity of bedrock to 

store water is variable but generally small. Bedrock 

wells commonly yield dependable supplies of acceptable water quality for domestic and small commercial 

uses, however, there have been instances where bedrock 

wells could not supply domestic needs.

Zones where bedrock is extensively fractured can 

yield large quantities of water. For example, a municipal well open to bedrock in Madison provides an average daily yield of 0.052 Mgal/d (table 1). Six 

municipalities in New Hampshire, all outside the study 

area, have wells open to crystalline bedrock and three of 

these are reported to yield approximately 0.5 Mgal/d. 

Systematic exploration may allow location of 

production wells in fractured zones (Cotton and Hammond, 1985).

Weathered bedrock, perhaps remnant from Tertiary weathering or at least weathering before the last 

glaciation, was identified in numerous well logs in the 

study area, especially in Albany, Bartlett, Conway, and 

Jackson (appendix 2). Deeply weathered granite, called 

"rotten rock", on the lee side of hills, was apparently 

protected from the glacial erosion that scoured the bedrock surface down to fresh solid rock (Davis and others, 

1993, p. EE-13). In these areas where weathering of 

granitic gneiss has produced numerous small fractures 

between mineral grains, the weathered rock can be 

water bearing. There are numerous bedrock wells in 

these areas of rotten rock with reported well yields in 

excess of 40 gal/min (0.058 Mgal/d) (appendixes 1 and 

2).

GEOHYDROLOGY OF STRATIFIED-DRIFT 

AQUIFERS

The geohydrology of the stratified-drift aquifers 

was described by identifying (1) aquifer boundaries, (2) 

direction of ground-water flow from recharge to discharge areas, (3) aquifer thickness and storage, and (4) 

aquifer transmissivity. Data sources in this 

investigation include surficial-geologic maps, records 

of wells, test borings and springs, seismic-refraction 

profiles, and seismic-reflection profiles. Results of the 

geohydrologic investigation are presented on plates 1 -4

Geohydrology of Stratifled-Drift Aquifers 15
and in the text that follows. Plates 1 and 3 are for the 

northern half of the study area, and plates 2 and 4 are for 

the southern half.

Delineation of Aquifer Boundaries 

and Water Table

Stratified-drift aquifers underlying the study area 

are composed of fine- to coarse-grained sands and gravels deposited by glacial meltwaters; these deposits, in 

part, are now sufficiently saturated to yield significant 

quantities of water to wells and springs. Locations of 

the lateral boundaries of the aquifers are defined as the 

contacts between the stratified drift and till and (or) bedrock. The position of the contact was determined by use 

of surficial geologic maps, soil maps, test-boring logs, 

and field mapping done specifically for this study. The 

bottom boundary is the contact of the stratified drift 

with the till and (or) bedrock surface and was determined by use of data from seismic refraction, seismic 

reflection, test borings, and domestic water wells. 

Water-table altitudes were also determined from wells, 

surface-water bodies, and geophysical data.

Area! Extent of Stratified-Drift Aquifers

The areal extent of coarse-grained stratified-drift 

aquifers is shown on plates 1 and 2 and in figure 3. Also 

shown are the locations of glaciolacustrine lake-bottom 

sediments. A source of data for delineating aquifer 

boundaries was 1:62,500-scale, surficial-geologic maps 

(Goldthwait, 1968; Newton, 1974), and previous 

1:24,000 scale aquifer maps for the Conway area (Tepper and others, 1990). Aquifer boundaries for the 

majority of the study area were updated or specifically 

mapped at the 1:24,000-scale. The aquifer-boundary 

maps shown on plates 1 and 2 are simplified surficialgeologic maps. These aquifer maps show the areal 

extent of the stratified-drift deposits that contain sufficient saturated permeable material to yield significant 

quantities of water to wells and springs. Surficialgeologic maps show several additional features not 

included on the aquifer-boundary maps, such as 

swamps that can conceal aquifer boundaries.

Aquifer boundaries are shown in plates 1 and 2 as 

solid, dashed, or dotted lines. In the explanation for the 

plates, solid lines represent boundaries that are "approximately located," dashed lines represent "inferred" 

boundaries, and dotted lines represent "concealed"

boundaries. A solid line contact on a l:25,000-scale 

USGS map implies about a ± 80-feet horizontal accuracy. In most areas, the solid-line boundaries probably 

are plotted with nearly this accuracy.

Strotigrophic Position of Lithologic Units and 

Altitude of Water Table

The stratigraphic position of lithologic units and 

altitude of water table were determined by use of data 

stored in the GWSI data base and from the seismicrefraction and seismic-reflection surveys.

Ground-Water-Site Inventory

Subsurface data from wells, bore holes, and 

springs were inventoried and plotted on plates 1 and 2. 

Geohydrologic data for 1,848 locations have been 

added to the USGS computerized GWSI data base 

(appendixes 1 and 2). Data on 1,473 new wells (drilled 

since 1984) in the study area came from the New Hampshire Water Well Board data base. About 1,130 of the 

1,848 total sites are in the areas mapped as stratified 

drift.

The data assembled in the GWSI data base were 

used to produce the plates that accompany this report. 

The following sections of this report present the methods used in plate production. Data and contoured interpretive information also can be transferred 

automatically to the State of New Hampshire's GIS data 

base and the data analyzed relative to other geographic 

features. Applications of the USGS GWSI data base are 

discussed by Mercer and Morgan (1981).

Seismic Refraction

Seismic-refraction surveys, totaling 13.3 mi, were 

completed at 61 locations in the study area to determine 

depths to the water table and bedrock (pis. 1 and 2). A 

12-channel, signal-enhancement seismograph was used 

to record the arrival times of compressional waves generated by a sound source. The data were collected 

according to procedures described by Haeni (1988b). 

Interpretive seismic-refraction profiles, made by use of 

a computer program (Scott and others, 1972), are given 

in appendix 3. Seismic velocities estimated for the 

materials under investigation and used in the seismic 

interpretations are 900 to 1,500 ft/s for unsaturated 

stratified drift, about 5,000 ft/s for saturated stratified

16 Geohydrology and Water Quality of Stratifled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
drift, and about 10,000 to 20,000 ft/s for bedrock. Estimated depths were generally in agreement with data for 

nearby wells and observations of outcrops, springs and 

brooks, and with shallow auger-hole data collected 

during the refraction surveys. Vertical scales of the 

seismic-refraction cross sections (appendix 3) are exaggerated and non-uniform.

Altitude of the land surface (appendix 3) in feet 

above sea level, was estimated by leveling the geophone 

locations relative to one another, and tying that information to sea level datum by use of information from 

USGS topographic quadrangle maps. Altitudes of the 

land surface shown in appendix 3 are assumed to be 

accurate to half a contour interval or about 10 ft.

Estimated altitude of the water table in stratified 

drift, as determined by interpretation of the seismicrefraction data, is shown in appendix 3. The altitude is 

accurate to within a little over 10 ft and represents the 

water table at the time the seismic-refraction data were 

collected in the summer and fall of 1991 and 1992.

Estimated altitude of the bedrock surface is shown 

in appendix 3. The estimation of the altitude of the bedrock surface is not as accurate as that of the water table 

because errors in the interpretation are cumulative. If 

the depths to the water table, estimated by the interpretation of the seismic-refraction data, are erroneously 

shallow, the estimated position of the bedrock will be 

low by an even greater margin than the water table. 

Additional error will result if the relief of the bedrock 

surface differs considerably over distances less than the 

50- or 100-feet geophone spacing used in profiling, or if 

a thick layer of till overlies the bedrock. Where till is 

present in significant thickness and is not accounted for 

in the interpretation of seismic data, the computed depth 

to the bedrock is slightly less than the actual depth. In 

general, accuracy of the altitude of the bedrock surface 

probably averages plus or minus 10 percent of the depth 

to bedrock but may be greater in some places.

Seismic-Reflection Surveys at Eight Selected 

Lakes or Ponds

High-resolution, continuous seismic-reflection 

surveys were completed and interpreted along 13.7 mi 

of 8 lakes or ponds in the study area. Seismic-reflection 

data were used to map the depth to the bedrock below 

the water surface and to define the bulk aquifer stratigraphy. This information was used to interpolate 

between the survey locations beneath the water bodies 

and points on land.

During data collection, a sound source and array of 

hydrophone receivers were towed behind or along side 

a boat that traveled slowly along the lake shoreline. 

Compressional sound waves, generated by a source, 

traveled through the water column and penetrated the 

materials beneath the lake and were reflected back to the 

water surface in response to the physical differences in 

geologic strata. The reflected sound waves were 

received by the array of hydrophones, converted to an 

electrical signal, amplified, filtered, and displayed on a 

graphic recorder.

Locations where the seismic-reflection surveys 

provided useable data are shown on plate 2. Also, the 

locations of three selected surveys are shown in 

figure 5. The accompanying seismic-reflection records 

and interpreted geology from these three selected surveys are shown in figures 6-8. The lake bottom, the 

bedrock or till surface, and the type of unconsolidated 

deposits are indicated.

Recharge, Discharge, and Direction of 

Ground-Water Flow

Ground-water recharge is the water that is added to 

the saturated zone of an aquifer. Natural recharge is the 

difference between total precipitation and the amount of 

water that is lost, before reaching the water table, as surface runoff and evapotranspiration. Vegetation and soil 

permeability affect the quantity of recharge to aquifers. 

Sandy soil covered by mature forests can absorb up to 

about 1 in. of rainfall per hour and silty, clayey soil covered by mature forests may absorb less than 0.1 in/hr 

(Heath, 1983). In August through October 1977, Hill 

(1979, p. 87) estimated that one third of the rainfall that 

fell on the surface of the Newmarket Plains aquifer in 

southeastern New Hampshire reached the water table. 

In other parts of the Northeast, estimated recharge to 

stratified-drift aquifers has been as much as one-half of 

the annual precipitation (MacNish and Randall, 1982; 

Plukowski and Kantrowitz, 1964).

Recharge to the stratified-drift aquifers also comes 

from the adjacent till-covered bedrock uplands. Morrissey (1983) estimated that the average annual lateral 

inflow of ground water from upland areas to a stratifiedGeohydrology of Strattfied-Drlft Aquifers 17
71'22'30"

 ^^ M

71°0/30"

43°52'30"

43°45' 

\ Tamworth

EXPLANATION

WATER BODY 

STRATIFIED DRIFT

\ 'f^ Ossipee

DRAINAGE-BASIN 

DIVIDE

STATE BOUNDARY 

TOWN BOUNDARY

- TRACE OF GEOLOGIC 

SECTION

01234 SMILES

01234 5 KILOMETERS

Figure 5. Location of geologic sections interpreted from seismic-reflection data in the Ossipee River 

Basin, east-central New Hampshire.

18 Geohydrology and Water Quality of Stratifled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
SOUTHWEST 

A

NORTHEAST 

A

Egr^S; _. __l,,Zh j^=^^S

g^^^ Glacial-lake-bottom deposits

 ^^z&z^&zn 'vr'5?'^2*v!'\it > - '->. r-' ~~"T '*** '. »**': ^t*-'f****~ ' *. f~ .* * '> ,*-. ' 'v '^' 1* 5r>^''ti -;. r LU 

Q 0 250 500 750 1,000 1,250

DISTANCE, IN FEET 

VERTICAL EXAGGERATION X 3.1

1,500 1,750 2,000

Figure 6. Geologic section interpreted from seismic-reflection data for Freedom line A-A' in the 

Ossipee River Basin. Location of section shown on figure 5.

NORTHWEST 

B

SOUTHEAST B'

ncor^cJlaaleQaepbsits

^^^ -^'^jr^TBgsftiiSPls: ;>vj® Si^W:^^0^^^;V^,^>pC^^^ 

^'x^»ui>4 «tef^(*4"«,^^,,- Deltaic foreset beds *^*m>^w^^^''.^^%^f^^^

l~v v^V"' ^/r^^^^M'"*'' *:^$3$^$®*i'»***?'''t*****'-*";*^'*-*" '&^^y&-'"%"" * "*& 

f V:"I?;S5^*' v iW'-' PJX^^il Bedrock

500 1,000 1,500 2,000 2,500

DISTANCE, IN FEET 

VERTICAL EXAGGERATION X 5.6

Figure 7. Geologic section interpreted from seismic-reflection data for Madison line B-B' in the 

Ossipee River Basin, east-central New Hampshire. Location of section shown of figure 5.

Geohydrology of Stratlfled-Drltt Aquifers 19
LLJ

B!

Ill

gCC

ID

111 

CO

LJU 

Q

Unconsolidateq deposits

200

250 500 750 1,000 1,250

DISTANCE, IN FEET' VERTICAL EXAGGERATION X 4.2

1,500 1,750 2,000

Figure 8. Geologic section interpreted from seismic-reflection data for Effingham line C-C' in the 

Ossipee River Basin, east-central New Hampshire. Location of section shown on figure 5.

drift aquifer in Maine is 0.5 (ft3/s)/mi2. Flow from the 

adjacent till uplands increases in the spring and 

decreases during the summer.

Ground water recharges through permeable streambeds where streams draining the uplands cross 

stratified-drift aquifers (Randall, 1978). Numerous 

examples of this have been observed throughout the 

study area, where small streams enter the aquifer outcrop areas. During summer, when the water table falls 

below the water level in the streams, flow from the 

streams discharges into the aquifer until, in many cases, 

flow ceases at a certain point downstream and the 

streambeds are dry.

Natural ground-water discharge from the aquifers 

includes seepage to streams, lakes, and wetlands, and 

ground-water evapotranspiration. During periods of 

low streamflow, usually in late summer and early fall 

and after extended periods without rainfall, streamflow 

consists almost entirely of ground-water discharge. 

Artificial discharge from the aquifers is from pumping.

Artificial sources of recharge or discharge to an 

aquifer complicate the preparation of water-table maps 

that are intended to represent natural conditions. Major 

withdrawals of ground water affect the direction of

ground-water flow in several aquifers in the study area. 

Except for a few gravel-wash operations, artificially 

recharged aquifers are not identified in the study area.

In general, ground water flows from the uplands 

towards the Saco and Ossipee Rivers and their tributaries. The horizontal component of ground-water flow is 

interpreted to be directly downgradient at right angles to 

the contour lines shown on plates 1 and 2.

Water Levels

Periodic water-level measurements were made at 

29 wells in the study area during 1992 and 1993. The 

data from these wells support the conclusions reached 

for other parts of New Hampshire (Cotton, 1987; 

Moore, 1990) that natural water-level fluctuations in the 

coarse-grained stratified-drift aquifers are usually less 

than 5 ft but can be as much as 10 ft. This conclusion is 

also supported by the data collected between 1984 and 

1986 at four observation wells with continuous recorders in Conway and Bartlett (Johnson and others, 1987, 

p. 45-46). For water-table altitudes under nonpumping 

conditions in the coarse-grained, stratified-drift aquifer, 

a 20-foot contour interval is reasonable for a generalized water-table map that is produced by use of levels 

from different times of the year. Water levels in wells

20 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
screened in till tend to have larger fluctuations than 

water levels in wells screened in coarse-grained 

stratified drift.

The altitude of the water table in the stratified-drift 

aquifers is shown on plates 1 and 2. Water-table 

contours were drawn to represent water levels during 

the summer season. Maps of the water-table altitude are 

based on water-level data derived from (1) altitudes of 

streams, ponds, and rivers as shown on USGS 1:24,000- 

scale topographic maps; (2) well records in the GWSI 

data base (including the 29 observation wells); and (3) 

geophysical seismic-refraction profiles (appendix 3).

Water-level altitudes were mapped for unconfined 

aquifers in the stratified drift but not for confined aquifers. The altitude of the water table is controlled locally 

by the stratigraphy, which differs from place to place. 

In areas where the gradient is steep, the water table was 

difficult to contour. In some areas, water-level data 

were not available, thus contours were not drawn.

Water-table contours generally indicate natural 

sources of recharge to and discharge from aquifers. A 

water-table contour that intersects a gaining stream 

forms a "V" with the pointed end facing upstream and 

water is flowing from the aquifer to the stream. In some 

locations, the opposite occurs. This is especially true 

where small tributary streams enter areas underlain by 

stratified drift along steep till slopes and during dry periods when the water table is low. A water-table contour 

that intersects a losing stream forms a "V" that points 

downstream and water is flowing from the stream to the 

aquifer. The water-table maps (pis. 1 and 2) were drawn 

in a manner where streams initially flowing over the 

stratified drift are drawn as losing streams, but in all 

other locations the streams are depicted as gaining 

streams.

Aquifer Characteristics

The geohydrology of stratified-drift aquifers 

shown on plates 3 and 4 is based on aquifer characteristics that include saturated thickness, storage, and 

hydraulic conductivity. Estimates of saturated thickness and hydraulic conductivity were used to calculate 

transmissivity (pis. 3 and 4). These characteristics can 

be used to assess the water-supply potential of stratifieddrift aquifers. The saturated thicknesses are related to 

the hydrogeologic setting, and characteristics of

selected aquifers in the Saco and Ossipee River Basins 

are discussed in the section "Characteristics of Selected 

Aquifers."

Saturated Thickness and Storage

Saturated thickness of an unconfined, stratifieddrift aquifer is the vertical distance between the water 

table and the base of the aquifer. For many stratifieddrift aquifers, the base is the contact between the stratified-drift deposits and till or bedrock. For other aquifers, the bottom is the contact between upper coarsegrained deposits and underlying fine-grained deposits. 

However, saturated thickness of underlying finegrained stratified drift commonly is unknown, so that 

the thickness contours shown on plates 3 and 4 include 

the total stratified-drift thickness. The saturated thickness and specific yield of an unconfined aquifer 

determines the amount of ground water that can be 

released from storage.

The storage coefficient of an aquifer is defined as 

the volume of water released from or taken into storage 

per unit surface area of the aquifer per unit change in 

head (Theis, 1938, Heath, 1983). In an unconfined 

aquifer, the storage coefficient approximately equals the 

specific yield the amount of water that can be 

obtained by gravity drainage from a unit volume of the 

aquifer. Laboratory tests on 13 unconsolidated sediment samples from southern New Hampshire that 

ranged from fine-grained lacustrine sands to coarsegrained sands and gravels indicate that specific yields 

range from 0.14 to 0.34 with an average of 0.26 (Weigle 

and Kranes, 1966). A value of 0.2 commonly is used to 

estimate specific yield in stratified-drift aquifers in New 

England.

Saturated-thickness maps can be used to estimate 

the total amount of ground water stored in an aquifer. 

The saturated volume of an unconfined aquifer is 

approximately equal to the sum of the products of the 

areas between successive pairs of saturated-thickness 

contours multiplied by the average saturated thickness 

for each area. The volume of ground water stored in the 

aquifer can then be estimated as the product of the 

saturated volume multiplied by the storage coefficient.

Saturated-thickness maps shown on plates 3 and 4 

were prepared by use of data from surficial-geologic 

maps, seismic-refraction profiles, seismic-reflection 

profiles, test drilling, and records from the GWSI data

Geohydrology of StraWied-Drlft Aquifers 21
base. A 40-foot-contour interval was used to show saturated thicknesses of stratified drift. Saturated thicknesses exceeded 280 ft and may not be entirely aquifer 

material. Layers of saturated silts and clays that lie 

above, below, or interfinger with the aquifer are 

included in the saturated thicknesses contours shown. 

Areas of contact between stratified drift and till, 

bedrock outcrops, and areas adjacent to the outcrops 

indicate zero saturated thickness.

Seismic-refraction profiles show the depth to the 

water table and depth to bedrock, but usually do not 

show depth to till deposits unless the till is thick and has 

a seismic velocity that is significantly faster than the 

seismic velocity of saturated stratified drift. For the 

purpose of preparing the maps presented in this study, 

till was assumed to be thin (less than 15 ft thick) unless 

there was evidence to the contrary. The assumption that 

till, if present beneath stratified drift, is generally thin 

was tested by use of the GWSI data base. Statewide, 

220 sites were identified as having known thickness of 

till overlying bedrock and underlying stratified drift. 

Saturated thickness of these 220 sites ranged from 0.5 to 

140 ft, the median was 7 ft, and the third quartile was 

15 ft (Moore and others, 1994).

In some areas, saturated thickness of subsurface 

materials was determined from test-boring and splitspoon sampling data. Samples were usually collected 

every 5 or 10 ft. Values for saturated thickness are the 

distances from points where the test borings first 

encountered the water table down to the top of the till or, 

in cases where till was not encountered, down to the top 

of the bedrock.

Well and test-hole data stored in the GWSI data 

base were the final source of information used in the 

preparation of the saturated-thickness maps (pis. 3 and 

4). Unfortunately, many sites lacked information on the 

depth to the bottom of the stratified drift and depth to the 

water table. For example, logs of wells penetrating bedrock usually provide data about the bottom of the stratified drift but not depth to the water table. Conversely, 

logs of shallow dug wells usually provide information 

about the depth to the water table but not the depth to the 

bottom of the stratified drift. At specific sites where 

depth to water table was unavailable from direct measurements, the water-table altitude was obtained from 

the water-table maps (pis. 1 and 2). Depths to the

bottom of stratified-drift deposits were assumed to be 

indicated by one of the following factors in the priority 

shown.

1. Depth to top of till, if known. Till is assumed not 

to overlie stratified drift except in a few areas 

where evidence is available to the contrary;

2. depth to top of bedrock, if known;

3. length of well casing minus 10 ft, if the well is 

known to penetrate bedrock. Depth to bedrock 

is assumed to be about 10 ft above the bottom of 

the casing. This approximation applies to wells 

that penetrate crystalline bedrock in New 

Hampshire.

If a well penetrated stratified drift and was terminated by refusal before till or bedrock was clearly 

reached, the depth to the bottom of the stratified drift 

was equal to or greater than the depth to refusal. Saturated thickness was then assumed to be greater than or 

equal to the difference between the water-table depth 

and the refusal depth. If a well penetrated stratified 

drift, and neither till, bedrock, nor refusal was reached, 

the depth to the bottom of the well was assumed to be 

above the bottom of the stratified drift. Saturated thickness was assumed to be greater than the difference 

between the water-table depth and the depth to the 

bottom of the well (pis. 3 and 4).

Relation of Aquifer Thickness to Geoydrologic Setting

The relation of aquifer thickness to geohydrologic 

setting involves the underlying bedrock. Areas where 

the saturated thickness is greatest are where the surface 

of the bedrock has been the most deeply eroded. Overdeepened pockets of valleys eroded by glacial plucking 

and scouring of the bedrock surface, subsequently were 

filled with stratified drift. Glaciers must have been the 

primary source of this erosion because the bedrock in 

the valleys was locally eroded to altitudes lower than 

any bedrock-controlled base level that would limit the 

downward erosion by rivers and streams. The largest 

and deepest of these pockets is centered around Ossipee 

Lake.

Certain types of bedrock were eroded more than 

other types and underlie the thickest parts of the 

stratified-drift aquifers in the study area. For example, 

the Mississippian-aged binary granite of the Effingham 

pluton (Lyons and others, 1986) was eroded the most,

22 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
resulting in saturated thicknesses that exceed 200 ft near 

and under Ossipee Lake (pi. 4). Other geologic formations that were Ipcally eroded deeply and subsequently 

filled in with stratified drift with saturated thicknesses 

greater than 160 ft include the Conway Granite in the 

North Conway area; the Mount Osceola Granite; and 

the Littleton Formation. In contrast, Mount Washington, the highest peak in the study area (and the highest 

in the Northeastern United States) is also underlain by 

the Littleton Formation (Lyons and others, 1986). This 

illustrates the wide areal variation in the competence or 

resistance to erosion of the Littleton Formation.

Transmissivity

Transmissivity is defined as the rate at which water 

at the prevailing kinematic viscosity can be transmitted 

through a unit width of an aquifer under a unit hydraulic 

gradient (Lohman and others, 1972). The transmissivity (T) of an aquifer is equal to the saturated thickness 

(b), in feet, multiplied by the horizontal hydraulic conductivity (K, a directional measure of the permeability),

f\

in ft/d, and is expressed in feet squared per day (ft /d); 

thus,

T=K(b). d)

Transmissivity at a specific site was derived from 

estimates of hydraulic conductivity of lithologic units in 

the aquifers. Hydraulic conductivity, in turn, was estimated from grain-size distributions of samples of aquifer materials by use of the regression equation 

developed by Olney (1983). Hydraulic conductivity, 

however, which has a vertical and a horizontal vector 

component, is not accounted for by this equation. In 

this relation, an effective grain size (D10, in phi units) 

was used to estimate hydraulic conductivity (K, in feet 

per day) with the equation:

K=2,100xlO-°- 655 ( D,o>. (2)

The effective grain size (D ]0) is a controlling 

factor for the hydraulic conductivity of stratified drift in 

New Hampshire and is defined as that grain size where 

10 percent of the sample consists of smaller grains and 

90 percent of the sample consists of larger grains. 

Olney (1983) developed this relation from results of 

permeameter tests of stratified-drift samples from Massachusetts. Moore (1990) found that this relation 

yielded results that fall within the range of results from

other relations that have been developed between grainsize distribution and hydraulic conductivity (Krumbein 

and Monk, 1942; Bedinger, 1961; and Masch and Denney, 1966). Comparisons with aquifer-test data, however, indicate that applying equation 2 may not give 

accurate results for very coarse-grained sand and (or) 

gravel. Estimates of hydraulic conductivity for aquifers 

comprised of coarse sands and gravels were, in part, 

based on comparisons to aquifer-test data for similar 

deposits. Hydraulic conductivity (and transmissivity) 

based on grain-size relations are only estimates and may 

differ from results of aquifer-test analyses. Additionally, transmissivities calculated from aquifer-test data 

may be affected by hydrologic boundaries such as rivers 

or valley walls.

Hydraulic conductivity was estimated for 454 samples of stratified drift from southern New Hampshire by 

means of equation 2. The samples were collected in the 

Exeter and Lamprey River Basins (Moore, 1990); in the 

seacoast area and the Lower Merrimack River Basin 

(Flanagan and Stekl, 1990); in the Bellamy, Cocheco, 

Salmon Falls River Basins (Mack and Lawlor, 1992); in 

the Lower Connecticut River Basin (Moore and others, 

1994); in the Contoocook River Basin (Harte and 

Johnson, 1995), and in the Middle Merrimack River 

Basin (Ayotte and Toppin, 1995). The grain-size distribution and the effective grain size (Di 0) were determined for these 454 samples.

Hydraulic conductivities calculated from 

equation 2 were plotted with median grain size in phi 

groups, and the resultant plot was divided into three categories of degree of sorting (fig. 9). These relative categories are used to describe the types of stratified-driftaquifer deposits found in New Hampshire. The degree 

of sorting was based on the standard deviation of each 

specific sample.

If standard deviations were greater than 1.75 phi, 

the stratified-drift samples were considered poorly 

sorted; if standard deviations were 1.25 phi to 1.75 phi, 

the samples were considered moderately sorted; and if 

standard deviations were less than 1.25 phi, the samples 

were considered well sorted. A regression equation 

was developed for each of the three categories to determine the relation between hydraulic conductivity and 

median grain size (fig. 9). The coefficient of determina-

*y

tion (R ) was 0.93 for the well-sorted samples, 0.72 for 

the moderately sorted samples, and 0.54 for the poorly 

sorted samples. The calculated hydraulic conductivity,

Geohydrology of Stratlfled-Drltt Aquifers 23
1,000

500

< 200 

D

100

50

20

5 10

u

H

A K=323.6(10r0639*

D

WELL SORTED 

MODERATELY SORTED 

POORLY SORTED

-2.5 -2.0 -1.5 -1.0 -0.5 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5

MEDIAN GRAIN SIZE, IN PHI <<|») UNITS

Figure 9. Relation between estimated hydraulic conductivity, median grain size, and degree of sorting of 

stratified drift in New Hampshire (from Ayotte and Toppin, 1995).

grouped by ranges of median grain size and by ranges 

of standard deviation (degree of sorting), is shown in 

table 3.

Grain-size distribution descriptions were used to 

characterize the transmissivities (pis. 3 and 4) at the test 

wells drilled for this study from the stratigraphic logs 

(appendix 2) and data from table 3. Transmissivity at 

each test hole was calculated by multiplying the estimated horizontal hydraulic conductivity and the saturated thickness of the corresponding interval of the 

stratigraphic log and summing the products.

The transmissivities shown on plates 3 and 4 are 

based on saturated thicknesses and estimates of hydraulic conductivity and rely mainly on grain-size-distribution data from geologic and drillers' logs from test 

borings and wells. Saturated silts and clays were 

excluded from the transmissivity estimates because 

their contribution to transmissivity was assumed to be 

negligible. Also rough estimates of transmissivity were 

calculated from logs of drillers, where the grain-size

distributions were not described in detail. In a few cases 

transmissivities were estimated from results of aquifer 

tests. Several test wells for which grain-size distributions were determined in New Hampshire are adjacent 

to wells where aquifer tests were conducted. Transmissivities computed by grain-size distributions at these 

wells were within 50 percent of values computed by use 

of the aquifer-test data but usually were lower than 

values computed with the aquifer-test data.

Other factors that affect aquifer transmissivities 

include viscosity of the water, compaction of the sediment, and the interconnection of pore spaces. Transmissivity can be extremely variable over short distances 

because of the heterogeneous nature of stratified-drift 

deposits. Because of the variability associated with 

estimates of transmissivity, the values shown on plates 

3 and 4 should be considered generalized estimates.

Characteristics of Selected Stratified-Drift 

Aquifers

The most extensive and most productive (or poten24 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
tially productive) aquifers are discussed below. The 

stratified-drift aquifers encompass 152.5 mi , or 

17.5 percent of the study area and underlie valleys 

throughout the study area. Aquifers are discussed from 

north to south.

Table 3. Relation of mean hydraulic conductivity 

to median grain size and degree of sorting of 

stratified drift in New Hampshire

[<, less than; >, greater than; --, no data. Data from Ayotte 

and Toppin, 1995, and Moore and others, 1994]

Median 

grain 

size (phi 

units)

Median grain 

description

WELL

SORTED 

(standard 

deviation 

< 1.25 phi)

MODERATELY

SORTED 

(standard 

deviation 

1 .25 phi to 

1.75 phi)

POORLY

SORTED 

(standard 

deviation 

> 1.75 phi)

Mean hydraulic conductivity (K), 

in feet per day 1

-1.75

-1.25

-.75

-.25

.25

.75

1.25

1.75

2.25

2.75

3.25

3.75

Granules

Granules

Very coarse 

sand

Very coarse 

sand

Coarse sand

Coarse sand

Medium

sand

Medium

sand

Fine sand

Fine sand

Very fine 

sand

Very fine 

sand

-

~

970

470

220

110

51

25

12

6

3

2

320

200

120

78

48

30

19

12

7

4

3

2

49

35

25

18

13

9

7

5

3

2

~

'Hydraulic conductivity calculated by use of methods described by Olney (1983).

North Chatham Aquifer in Chatham, N.H.

North Chatham aquifer (fig. 10) underlies the 

valley of the Cold River in the Saco River Basin in the 

northern part of Chatham and extends beyond the study 

area into Maine (pi. 1). The stratified drift in the valley 

was deposited from several sources including deposition from meltwater during the melting of the last continental glacier. A braided esker ridge of sand and 

gravel extends eastward out of a cirque at the northern 

end of this aquifer, perhaps indicating that some lateWisconsinan alpine-glacial ice was present in the cirque. Additional sources of sediment include extensive, 

more recent, alluvial deposits from the Charles and Mill 

Brooks (pi. 1).

Water-table altitudes in the North Chatham aquifer 

(fig. 10) range from about 420 to above 720 ft above sea 

level (pi. 1). Areas where the gradients are steep indicate areas of low transmissivity (or at least low vertical 

hydraulic conductivity) within the alluvial-fan deposits. 

Areas of low transmissivity may be the result of low 

hydraulic conductivity in the aquifer or a small saturated thickness of an upper aquifer overlying material of 

low conductivity, such as till-covered bedrock. Saturated thicknesses of stratified drift for the North 

Chatham aquifer range from 0 to over 120 ft. The thickest sections of aquifer are near the Cold River in the 

southern part of the aquifer. The underlying bedrock 

type beneath this thick section is the binary granite of 

the Sebago and Effingham plutons (Lyons and others, 

1986). Transmissivities range from 0 to between 

4,000 ft2/d and 8,000 ft2/d with the highest transmissivity in the southern part where the aquifer is thickly saturated.

Chatham Aquifer in Chatham, N.H.

The Chatham aquifer (fig. 10) underlies the valley 

of the Cold River in the Saco River Basin in the central 

part of Chatham near the village center and extends 

beyond the study area into Maine (pi. 1). The stratified 

drift in this area was deposited mainly during 

deglaciation of the last continental glacier. Additional 

sources of sediment include alluvial deposits from 

Langdon and McDonough Brooks (pi. 1). Sand and 

gravel overlying silt and clay layers are found in the 

aquifer and indicate that a water body was present 

during deglaciation and filled with sediment. Silt and 

clay layers, for example, are found at depths between 68 

and 84 ft below the land surface at well CKW 11.

Water-table altitudes at the Chatham aquifer 

(fig. 10) range from slightly less than 460 ft to greater 

than 580 ft above sea level (pi. 1). Saturated thicknesses of stratified drift for the Chatham aquifer range 

from 0 to greater than 40 ft. The thickest sections of

Geohydrology of Strotlfied-Drtft Aquifers 25
Unorganized 

Territories

71°22'30"

Hart's Location

r

EXPLANATION

STRATIFIED-DRIFT AQUIFER 

DRAINAGE-BASIN DIVIDE 

STATE BOUNDARY 

COUNTY BOUNDARY 

TOWN BOUNDARY

SELECTED AQUIFERS

1

2

3

4

5

6

7

8

9 

10 

I I 

12

North Chatham 

Chatham 

Saco Lake 

Dry River 

Bartlett 

Saco River 

Weeks Brook 

Passaconaway 

Pequawket Brook 

Bearoamp River 

Ossipee Lake 

Rne River

44-07'30" > \\ v T/

BASIN

02468 10 KILOMETERS Wakefield 

Figure 10. Selected aquifers in the Saco and Ossipee River Basins study area, east-central New Hampshire.

26 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
stratified drift are near the village center with transmissivities that range from 0 to between 1,000 ft2/d and 

2,000 ft2/d.

Saco Lake Aquifer in Carroll, N.H.

Saco Lake aquifer (fig. 10) is at the head of the 

Saco River in Carroll, N.H. The drainage divide in the 

central part of the valley is composed of stratified drift 

that was deposited at the ice margin. Ourwash from the 

glacier completely filled in the valley between the glacier and the previous till and bedrock divide 0.6 mi to 

the south. Stratified-drift deposits grade to a V-shaped 

notch carved out of the bedrock at the southern end of 

the aquifer. Meltwater from the glacier carved this 

notch into a previously carved glacial U-shaped valley 

located at the previous divide. As a result, the drainage 

divide shifted to the north by deposition of sediments at 

the ice margin and slightly enlarged the Saco River 

Basin (see cover illustration).

Water-table altitudes in the Saco Lake aquifer 

(fig. 10, pl.l) are from 1,880 and 1,900 ft above sea 

level (pi. 1). Currently, water levels in the Saco River 

headwaters and the aquifer are controlled by the same 

V-shaped notch that controlled the glacial meltwater 

during deglaciation. Saturated thicknesses of stratified 

drift for the Saco Lake aquifer exceed 80 ft as indicated 

by seismic-refraction profiles (appendix 3). Transmissivities range from 0 to between 4,000 ft2/d and 

8,000 ft2/d (pi. 4).

Dry River Aquifer in Hart's Location, N.H.

Dry River aquifer (fig. 10) underlies the main 

valley of the Saco River in Crawford Notch in Hart's 

Location. In addition to the glacially derived sediments, a huge alluvial-fan deposit is present in the 

northern part of this aquifer. The alluvial fan formed 

under extreme flood conditions where the Dry River 

emerges from the till uplands, and flows out onto flat 

areas of stratified drift. Very coarse material (largely 

gravel and sand including large boulders) were deposited. The alluvial fan enhances infiltration from the 

aptly named Dry River, which dries up much of the year 

where it flows onto the valley fill.

Water-table altitudes at the Dry River aquifer 

(fig. 10) range from about 840 to 1,280 ft above sea 

level (pi. 1). Absence of subsurface data in the area of 

the Dry River alluvial fan prevented the contouring of

the saturated thickness and transmissivity values. Just 

to the south, however, saturated thicknesses of stratified 

drift exceed 160 ft, in the center of the valley (pi. 3). 

The underlying bedrock beneath the thickest section is 

the Conway Granite (Lyons and others, 1986). Transmissivities are greater than 8,000 ft2/d in the southern 

part where the aquifer is comprised of thick, saturated 

deposits.

Bartlett Aquifer in Bartlett, N.H.

Bartlett aquifer (fig. 10) underlies the Saco River 

Valley in Bartlett. It is the northern part of a large stratified-drift aquifer that extends 37.3 mi from Bartlett to 

Wakefield N.H. and into Maine. The stratified drift in 

this area was deposited from several sources including 

deposition from meltwater during the melting of the last 

continental glacier. Alluvial-fan deposits from Albany, 

Bartlett, Meadow, and Razor Brooks (pi. 1) added to the 

deposits composing the aquifer, as well as considerable 

deposition of alluvial sands and gravels by the Saco 

River. A boulder gravel from this deposition by previous channels of the Saco River is found near the surface 

of much of the central part of the valley.

Water-table altitudes in the Bartlett aquifer (fig. 10) 

range from about 580 to 760 ft above sea level (pi. 1). 

Saturated thicknesses of stratified drift for the Bartlett 

aquifer exceed 80 ft near the center of the valley. The 

underlying bedrock beneath the thickest section is the 

Conway Granite (Lyons and others, 1986). Transmissivities range from 0 to between 4,000 ft2 /d and 

8,000 ft^d with the highest transmissivity occurring in 

the central and western part of the aquifer (pi. 3).

Saco River Aquifer in Conway and Bartlett, N.H.

The Saco River aquifer (fig. 10) is in the main Saco 

River Valley in Conway and in the eastern part of Bartlett. The aquifer continues down valley from the Bartlett aquifer, and is part of the large stratified-drift 

aquifer that extends from Bartlett to Wakefield. The 

stratified drift that fills the valley here includes glaciallake deposits and outwash. Alluvial-fan deposits from 

the Rocky Branch, the East Branch, and the Ellis River 

(pi. 1) added to the deposits composing the aquifer. The 

Saco River has also deposited and reworked the deposits of sands and gravels. A boulder gravel is found near

Geohydrology of Strotlfied-Drlft Aquifers 27
the surface in the northern part of the aquifer, especially 

where previous channels of the Ellis River enter the 

main valley of the Saco River.

Water-table altitudes in the Saco River aquifer 

(fig. 10, pi. 1) range from less than 420 ft to greater than 

640 ft above sea level (pi. 1). Saturated thicknesses of 

stratified drift for the Saco River aquifer exceed 180 ft 

near the confluence of the Saco and Ellis Rivers in the 

northern part of the aquifer. The underlying bedrock 

type beneath the thickest stratified drift is the Mount 

Osceola Granite, whereas other thick sections in 

Conway are underlain by the Conway Granite (Lyons 

and others, 1986). Transmissivities exceed 8,000 ft2/d 

in the central and northern parts where the aquifer is 

coarse grained and thickly saturated. More detailed 

description of this aquifer is given in Tepper and others 

(1990).

Weeks Brook Aquifer in Chatham and Conway, N.H.

Weeks Brook aquifer (fig. 10) is in a tributary 

valley to the Saco River in the southern part of Chatham 

and northeastern part of Conway (pi. 1). The stratified 

drift composing this aquifer was deposited mainly 

during deglaciation of the last continental glacier and 

includes glacial-ice-contact deposits, glacial-lake 

deposits, deltaic deposits, and alluvial fans. An ice-contact ridge of sand and gravel deposits and alluvial fan at 

Weeks Brook lead into southerly dipping deltaic beds 

about 400 ft west of wells CWW 69 and 70 (pi. 1). 

Interfingering of the deltaic sands and gravels with glaciolacustrine silts and clays are apparent from the logs 

of CWW 67,69 and 70 (appendix 2). Weeks Brook also 

deposited alluvial sediments over the glacial-lake 

sediments.

Water-table altitudes in the Weeks Brook aquifer 

(fig. 10) range from less than 400 ft to greater than 

520 ft above sea level (pi. 1). Areas where the gradients 

are steep reflect areas of low transmissivity (or at least 

low vertical hydraulic conductivity) in the alluvial fan. 

Saturated thicknesses of stratified drift for the Weeks 

Brook aquifer exceed 120 ft near the Cold River in the 

north-central part of the valley. The bedrock type 

underlying the entire aquifer is Conway Granite (Lyons 

and others, 1986). Transmissivities range from 0 to 

between 4,000 ft2/d and 8,000 ft2/d with the highest 

transmissivity in the north-central part where the 

aquifer is coarse grained and thickly saturated (pi. 3).

Passaconaway Aquifer in Albany and 

Waterville Valley, N.H.

Passaconaway aquifer (fig. 10) underlies the valley 

of the Swift River in the northwestern part of Albany 

and the northeastern corner of Waterville Valley (pi. 1). 

The stratified-drift aquifer fills a pocket in the bedrock 

surface that was glacially eroded. Very fine sand and 

silt layers at well ADW 14 indicate some ponding of 

glacial meltwater during deglaciation. However, the 

aquifer is composed of predominantly coarse-grained 

ice-contact, outwash, and alluvial deposits. The Swift 

River and Oliverian Brook are the source of most of the 

alluvial deposition.

Water-table altitudes in the Passaconaway aquifer 

(fig. 10) range from less than 1,220 to slightly greater 

than 1,280 ft above sea level (pi. 1). Saturated thicknesses of stratified drift for the Passaconaway aquifer 

exceed 80 ft (pi. 3). The bedrock type underlying this 

aquifer is the Conway Granite (Lyons and others, 1986). 

Transmissivities range from 0 to between 2,000 ft2/d 

and 4,000 ft2/d with the highest transmissivity in the 

central parts where the aquifer is coarse-grained and 

thickly saturated (pi. 3).

Pequawket Brook Aquifer in Madison, 

Albany, and Conway, N.H.

Pequawket Brook aquifer (fig. 10) is in the through 

valley that extends from the southwest corner of Conway, through the southeast corner of Albany and south 

to Silver Lake in Madison (pis. 1 and 2). The stratified 

drift composing this aquifer was deposited mainly from 

meltwater during the melting of the last continental glacier. Depositional ice-contact features include eskers, 

kames, and kame terraces. A meltwater channel on the 

slopes of the valley is at an altitude higher than the altitude of the valley fill and leads down to a kame terrace 

on the western side of the valley fill in the northern part 

of Madison (Newton, 1974). Glacial-ice-dam-break 

floods, from water ponded between the ice and the 

drainage divide for the Swift River Basin, probably 

emerged onto an alluvial fan and kame terrace with 

some deltaic bedding. Prominent esker ridges of sand 

and gravel are present in the through valley including 

the northernmost esker that extends as a peninsula into 

Pequawket Pond in the southeast corner of Conway 

(pi. 2). A similar ridge of sand and gravel is to the east 

of Ledge Pond. Ledge Pond in Madison is on the western side of the valley between the valley wall of till and

2ft Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
bedrock. This ridge of sand and gravel broadens into a 

large deposit towards the southeast end of the pond. 

The lithologic log for well MBW 56 indicates that this 

deposit may be deltaic with coarse-grained beds interfingering at depth with very fine sands and silts. Ledge 

Pond is approximately 57 ft higher in altitude than 

Pequawket Brook about 1,000 ft to the east. Additional 

esker ridges are present throughout the central part of 

the valley and extend southward to the north end of 

Silver Lake. There the ridges split into two series of 

eskers; one series, including Big Island, is along the east 

shore and the other series is along the west shore.

Water-table altitudes in the Pequawket Brook aquifer (fig. 10, pis. 1 and 2) range from 457 to 520 ft above 

sea level. Saturated thicknesses of stratified drift for the 

Pequawket Brook aquifer exceed 80 ft southeast of 

Ledge Pond and near the center of the aquifer (pi. 3). 

The bedrock type underlying the thickest stratified drift 

is the binary granite of the Sebago and Effingham plutons (Lyons and others, 1986). Transmissivities exceed 

8,000 ft2/d in the northern part of the aquifer where 

there is thickly saturated sand and gravel in the center of 

the valley (pi. 4).

Bearcamp River Aquifer in Sandwich 

and Tamworth, N.H.

Bearcamp River aquifer (fig. 10) underlies the 

valley of the Bearcamp River in eastern Sandwich and 

western Tamworth (pi. 2). The stratified drift in this 

valley was deposited in a glacial lake. A major source 

of the sediment deposition was from meltwater approximately following the course of the Cold River. The 

large boulders (the maximum size of the gravel carried 

by the meltwater) indicate erosion and redeposition 

caused by glacial-ice-dam-break floods. The coarsegrained deposits in the northern part of the aquifer grade 

into finer glacial-lake deposits in the southern part of the 

aquifer. Flow in the Bearcamp and Cold Rivers have 

reworked some of the deposits. Alluvial deposits cover 

most of the central part of the aquifer.

Water-table altitudes in the Bearcamp River aquifer (fig. 10) range from less than 580 to greater than 

720 ft above sea level (pi. 2). Saturated thicknesses of 

stratified drift for the Bearcamp River aquifer exceed 

120 ft just east of the Cold River in the southern part of 

the aquifer. The bedrock type underlying this aquifer is 

the Winnipesaukee Quartz Diorite of the New Hampshire Plutonic Suite. Transmissivities range from 0 to

between 4,000 ft2/d and 8,000 ft2/d with the highest 

transmissivity in the central part of the aquifer where it 

is thickly saturated near the source of coarse-grained 

sediment (pi. 4).

Ossipee Lake Aquifer in Tamworth, Madison, Ossipee, 

Freedom, and Effingham, N.H.

Ossipee Lake aquifer (fig. 10) is in the main valley 

of the Bearcamp, Ossipee, and Pine Rivers in the towns 

of Tamworth, Madison, Ossipee, Freedom, and Effingham (pi. 2). It is the central part of the largest stratifieddrift aquifer in the State that extends from Bartlett to 

Wakefield. Stratified drift in the main valley was 

primarily deposited into a glacial-lake basin during 

deglaciation. Depositional features in the valley 

include eskers, kames, deltas, outwash (largely topset 

beds), fine-grained glacial-lake-bottom beds, alluvial, 

and beach deposits. The lake basin, eroded out of bedrock, was greater than 280 ft below the present surface 

of Ossipee Lake and greater than 300 ft below present 

land surface at its deepest point. The basin filled rapidly with sediment as the ice margin receded northward. 

Silver and Ossipee Lakes are relicts of the previous glacial lake. The lakes are located where ice blocks of the 

former glacier persisted the longest and prevented deposition. A large outwash fan is present just southwest of 

Silver Lake (Newton, 1974). Seismic-reflection data 

from the southwest shore of the lake, however, indicate 

northwest-dipping deltaic foreset beds (fig. 8). Presumably, these foreset beds were fed by the sediment-laden 

meltwater flowing through the esker system on the east 

side of the lake.

Water-table altitudes in the Ossipee Lake aquifer 

(fig. 10) range from above 407 to above 580 ft above sea 

level (pi. 2). Saturated thicknesses of stratified drift for 

the Ossipee Lake aquifer exceed 280 ft just northwest of 

Ossipee Lake (pi. 4). The bedrock type underlying the 

thickest stratified drift is the binary granite of the 

Sebago and Effingham plutons (Lyons and others, 

1986). Transmissivities exceed 8,000 ft2/d in the 

thickly saturated ice-contact esker, kame, and deltaic 

deposits (pi. 4).

Pine River Aquifer in Ossipee, Effingham, and 

Wakefield, N.H.

Pine River aquifer (fig. 10) underlies the main 

valley of the Pine River in the towns of Ossipee, Effingham, and Wakefield (pi. 2). The Pine River aquifer is

Geohydrology of Strotifled-Drlft Aquifers 29
the southern part of the large stratified-drift aquifer that 

extends from Bartlett to Wakefield. The stratified drift 

that fills the valley here was also deposited into a glacial 

lake but at a higher altitude than the Ossipee Lake aquifer. The outlet to this lake was controlled by spillways 

cut into the sand and gravel at the divide between the 

Pine River subbasin and the Little Ossipee River subbasin (pi. 2). Depositional features in the subbasins 

include the largest esker system in the State (the Pine 

River Esker) as well as kames, deltas, outwash, finegrained glacial-lake-bottom beds, and alluvial deposits. 

At White Pond and just north of Pine River Pond (pi. 2), 

the Pine River Esker merges with areas of broad sand 

and gravel deposition (presumably deltaic). These 

areas indicate ice-marginal positions consistent with the 

morphosequence concept presented by Koteffand Pessl 

(1981).

Water-table altitudes in the Pine River aquifer 

(fig. 10) are from below 420 to above 680 ft above sea 

level (pi. 2). Saturated thicknesses of stratified drift for 

the Pine River aquifer exceed 80 ft in the central part of 

the area (pi. 4). The bedrock type underlying the thickest stratified drift is the binary granite of the Sebago and 

Effingham plutons (Lyons and others, 1986). Transmissivities exceed 8,000 ft2/d in the thickly saturated parts 

of the Pine River Esker and associated deposits (pi. 4).

Estimation of Ground-Water Availability 

in the Ossipee Lake Aquifer

The Ossipee Lake aquifer was selected to estimate 

potential water availability by use of a numerical flow 

model to simulate ground-water flow. Parts of Effingham, Freedom, Ossipee, Madison, and Tamworth are 

included in the modeled area (fig. 11). Ice-contact, outwash, and glacial-lake deposits including eskers and 

deltaic deposits constitute the areally extensive aquifer. 

The model area of the aquifer encompasses 47.3 mi , 

parts of 5 towns, and the maximum saturated thickness 

of the aquifer exceeds 280 ft. The saturated volume of 

the aquifer in the model area is about 105 billion ft3 

(0.71 mi ). A relatively large model area was selected 

because the Ossipee Lake aquifer is extensive, and 

pumpage from any part of the aquifer can possibly 

affect the outflow to the Ossipee River. The Ossipee 

River is the eventual discharge point for all the water in 

the aquifer minus the water that is returned to the 

atmosphere by evaporation and transpiration.

Description of Estimation Technique

In this study, a numerical finite-difference model, 

MODFLOW (McDonald and Harbaugh, 1988), was 

used to determine water availability from the Ossipee 

Lake aquifer. The numerical model was used to simulate more closely the geometry and hydraulics of the 

aquifer (pi. 4) than possible with an analytical model. 

This simulation is a modification of techniques presented by Lapham (1988) for similar aquifers in Massachusetts and by Moore (1990) for similar aquifers in 

southeastern New Hampshire. The numerical model 

allows simulation of the areal variation of the saturated 

thickness and hydraulic conductivity of the aquifer and 

the location and characteristics of rivers and lakes overlying the aquifer. Ground-water availability was 

simulated by simultaneously pumping from 

hypothetical production wells.

Generalizations

To numerically simulate this aquifer, it was necessary to make generalizations and assumptions. Five 

major generalizations of this aquifer include the 

following.

1. The principle of superposition is applied by 

reducing the complex ground-water-flow 

equations into simpler components. Drawdown 

in the aquifer is approximated by the drawdown 

calculated for a simpler hypothetical aquifer 

with characteristics similar to the actual aquifer 

but initially simulated with a flat water table and 

no recharge. Initially, all heads in the 

hypothetical aquifer are set equal to 0, so that 

the aquifer is simulated with a flat water table 

and no flow. Heads change only in response to 

simulated pumping stresses. Sources of water 

during these pumping simulations include water 

from storage and induced infiltration of 

streamflow. The principle of superposition is 

thus applied. Water flowing in the actual 

aquifer, which is captured by pumping wells 

before reaching the stream, is included in the 

simulation as part of the induced infiltration.

2. Ground-water availability was estimated over 

180 days of continuous pumping at constant 

rates. Recharge from induced infiltration from 

the streams was simulated. In studies by 

Mazzaferro and others (1979) and Toppin

30 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
71°22'30'

Hart's Location

Jackson

44°07'30"

r

Unorganized 

Territories

i

y ' 

/f -

71°07'30"

rr

j . -i

\

- -it /

Chatham

Livermore "T-' Bartiett \

f *~ l 

/ ' *

f I \

Conway

"'1

\

0,0

00

l cc

Albany

cllC/i -i \\ *C/ *^« i

Valley^ 5\S_ ;-,._ 

\ Tamvvorth

^ J> Sandwich

"^ J ^^ v/ .

EXPLANATION x 

LAKE, POND, OR RIVER CELL

STRATIFIED-DRIFT AQUIFER 

(ACTIVE CELLS WITHIN MODEL AREA)

DRAINAGE-BASIN DIVIDE 

STATE BOUNDARY 

COUNTY BOUNDARY 

TOWN BOUNDARY 

HYPOTHETICAL WELL

MODEL AREA

Wakefield

02468 10 KILOMETERS

Figure 11 . Location of Ossipee Lake ground-water availability model area, east-central New Hampshire.

Geohydrology of Stratffled-Drfrt Aquifers 31
(1987), a pumping period of 180-days with no 

areal recharge was used because the period 

approximates the growing season during which 

evapotranspiration is high and areal recharge to 

the aquifers is assumed to be low. It is also 

assumed that areal recharge to the aquifer 

during the rest of the year is sufficient to allow 

continuous pumping at the simulated pumping 

rate. During this 180-day period, water may 

recharge the aquifer areally and from adjacent 

till or bedrock. However, additional areal 

recharge or lateral recharge from adjacent till or 

bedrock, caused by the pumping, will not be 

simulated in the model.

Assumptions

The following simplifying assumptions about the 

ground-water-flow system were made in developing the 

model.

1. Aquifer and streambed properties are 

representative of the natural ground-waterflow system. Transmissivity and saturated 

thickness, shown on plate 4, and the streambed 

properties used are assumed to be a reasonable 

representation of the natural system.

2. Two-dimensional flow is adequate to represent 

the flow system. In the actual system, groundwater flow is horizontal and vertical but 

predominantly horizontal. Vertical gradients 

are generally downward in areas of groundwater recharge and upward in areas of groundwater discharge, such as to rivers. Strong 

vertical gradients result near discharging wells, 

but for unconfined aquifers, the magnitude of 

the vertical-flow gradients near a pumped well 

decreases rapidly with distance from the well. 

The error associated with simulating groundwater availability by considering only twodimensional horizontal flow is negligible.

3. Ground water is withdrawn from wells that are 

fully penetrating and 100-percent efficient.

Wells used for supply are generally not fully 

penetrating and are commonly screened in the 

bottom 25 percent of the aquifer. In addition, 

these wells are not 100-percent efficient. 

Increased drawdown in the well results from 

energy loss between the aquifer and the well.

This increased drawdown is a function of well 

design and construction. The effect of this 

simplifying assumption is that less drawdown is 

simulated in the well than would be found in a 

real well.

4. There is no additional flow of ground water 

between till and (or) bedrock and the 

stratified-drift aquifer induced by pumping.

The model area includes a stratified-drift 

aquifer in a till-covered bedrock valley. In an 

aquifer where horizontal and vertical gradients 

result between the stratified drift and the 

underlying till and (or) bedrock, ground water 

flows between the aquifer and the surrounding 

geologic units. For application of the model, it 

is assumed that the ground-water flow between 

till and (or) bedrock and the stratified-drift 

aquifer will not be increased in response to the 

pumping from the stratified-drift aquifer.

5. Finite-difference approximation of the nonlinear, partial-differential equations 

governing three-dimensional ground-water 

flow result in reasonable estimates of yield 

for an aquifer. Flow simulated in the numerical 

model is described by linear differential 

equations that are solved numerically on the 

basis of a finite-difference approximation. The 

aquifers are discretized in space or divided into 

discrete blocks (cells) in which hydraulic 

properties are assumed to be constant. For 

unconfined aquifers, the linear equations are not 

strictly applicable because changes in the 

potentiometric surface (water table) affect the 

transmissivity and changes in the transmissivity 

with time result in a non-linear aquifer 

response. This non-linearity is accounted for in 

the model, in part, and values of transmissivity 

are readjusted as a result of the declining water 

table for each of the 20 time steps (specified by 

the user) in the simulation. Because the changes 

in transmissivity are small throughout most of 

the aquifer, inaccuracies that result from this 

approximation are small. Exact solutions to the 

linear differential equations are impossible; 

therefore, solutions are determined by solving 

the series of linear equations through iteration 

until the greatest change in the solution is less 

than some specified limit. For example, a limit

32 Geohydrology and Water Quality of Stratlfled-Driff Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
of 0.01 ft was used to end the iteration process 

in this model. When head changes between 

iterations for all cells in the model no longer 

exceed 6.01 ft, the simulation for a given time 

step is complete.

Grid and Boundary Conditions

The grid used to discretize the aquifer consists of 

264 rows and 184 columns of variably spaced cells. 

Cell widths at the four hypothetical well sites are 1 ft on 

each side to approximate the size of a well. Cell widths 

were doubled in width for each cell along columns or 

rows away from the well site until a distance of 250 ft 

from the well was reached. At this point, a uniform 

spacing of 100 ft was used for the next 1,000 ft. Beyond 

1,250 ft from the well, for the remainder of the model, 

the widths of the columns and rows were set to 500 ft. 

All numerical calculations were between nodes centered in each of the 26,190 active cells. Model boundaries on the east and west sides, and most of the northern 

boundary, coincided with the stratified drift-till boundary and were simulated as "no-flow" boundaries. With 

these boundaries, it is assumed that pumping will not 

induce additional flow across the boundaries. The 

southern and the remainder of the northern boundary 

were also simulated as "no-flow" boundaries because 

the effects of pumping do not extend that far.

Input Parameters

Model input parameters consist of data on (1) the 

altitude of the water table, (2) the saturated thickness, 

(3) the hydraulic conductivity, (4) the specific yield, (5) 

and streambed hydraulic conductivity. Data was 

entered into the model by use of GIS files, and the 

MODFLOWARC program (Orzol and McGrath, 

1992).

Saturated Thickness and Hydraulic Conductivity

The saturated-thickness data for the Ossipee Lake 

aquifer were taken directly from plate 4. The saturatedthickness contours were overlain on the model grid and 

the appropriate saturated thickness (b) was assigned to 

each cell. The saturated thickness was discretized by 

averaging saturated thickness when node centers were 

between contours. For example, cells with node centers 

that fell between the aquifer boundary and the 40-foot

contour were assigned a saturated thickness of 20 ft; 

cells with node centers that fell between the 40- and 

80 foot contours were assigned a thickness of 60 ft.

Transmissivity was discretized by assigning the 

average transmissivity for a given zone shown on 

plate 4. Cells with node centers that fell in a given 

transmissivity zone were assigned the average value (T) 

for that zone. Hydraulic conductivity (K) at each cell 

was then calculated by the equation K = T / b.

Specific Yield

The specific yield of the Ossipee Lake aquifer was 

not measured for the model area. Johnson (1967) summarized the results of specific yield for sediments from 

many studies. He reported that the average specific 

yield for fine sands was 0.21, for coarse sands was 0.27, 

and for coarse gravel was 0.22. Ayotte and Toppin 

(1995) found that for data collected in a shallow, coarsegrained sand and gravel aquifer in south-central New 

Hampshire, specific yield ranged from 0.21 to 0.29. A 

value of 0.2 was used for the aquifer simulated in this 

model as a conservative estimate of specific yield.

Infiltration From the Streams, Ponds, and Lakes

Infiltration from the streams and other surfacewater bodies is simulated with the leaky streambed 

module of the MODFLOW model (McDonald and Harbaugh, 1988). Cells with node centers that fell on 

surface-water bodies were simulated as river (or lake) 

nodes covering the entire area of the cell. Intermittent 

streams were not simulated in the model. The vertical 

hydraulic conductivity of all streambed and lakebottom material was assumed to be 2 ft/d, a value similar to that used by numerous other studies (Haeni, 1978; 

Lapham,1988; Harte and Mack, 1992; Ayotte and Toppin, 1995). The rivers were simulated with a uniform 

average depth of 3 ft and Silver and Ossipee Lakes were 

assigned a uniform average depth of 20 ft (on the basis 

of field observations). Stream and lake beds were 

assigned a thickness of 2 ft.

Ground-Water Availability

Ground-water availability was determined with 

four hypothetical wells (fig. 11) in high transmissivity 

zones (pi. 4). The rate of withdrawal was adjusted so 

that the total drawdown at the well was not more than

Geohydrology of Strattfied-Drlft Aquifers 33
70 percent of the total saturated thickness of the aquifer 

at each well site. At the end of 180 days, 31.6 percent 

or 7.72 Mgal/d (11.9 fr/s) of the water withdrawn from 

the wells came from ground-water storage. The remaining 68.4 percent or 5.28 Mgal/d (8.17 ft3 /s) of water 

withdrawn from wells came from induced infiltration 

and ground water captured before discharging to 

surface-water bodies. This amount of induced infiltration and captured ground water is below 11 fr/s, the 

minimum daily flow for the period of record (1943-90) 

of the Ossipee River and below the 99.9-percent flow 

duration of 82 ft3/s; the 95.0-percent flow duration of 

157 ft3/s, or the 90.0-percent flow duration of 179 ft3/s. 

Flow in the Ossipee River should be reduced, for example, by less than 10 percent 99.9 percent of the time at 

the simulated level of withdrawal. Of the 7.72 Mgal/d 

withdrawn by the hypothetical wells, 1.2 Mgal/d was 

withdrawn from the well in Tamworth, 2.17 Mgal/d was 

withdrawn from the well in Madison, 1.28 Mgal/d was 

withdrawn from the northern well in Ossipee, and 

3.06 Mgal/d was withdrawn from the southern well in 

Ossipee.

Sensitivity Analysis of the Ground-Water 

Availability Estimate

Sensitivity analyses were performed to assess the 

effects of uncertainty of the ground-water availability 

estimate in the following model parameters: horizontal 

hydraulic conductivity, streambed (or lake bed) vertical 

hydraulic conductivity, and stream (or lake) depth. 

Input data for these parameters were doubled, increased 

by one half, and reduced by one half, in a series of 

model runs. The same drawdown criteria were used for 

each model run, such that drawdown at each well was 

not more than 70 percent of the total saturated thickness 

of the aquifer at each well site.

The effects of changes in the input data on the 

model results, in terms of combined withdrawal from 

the four wells are shown in table 4. Results indicate that 

combined withdrawal from the four hypothetical wells 

is not sensitive to the stream (or lake) depths or streambed vertical hydraulic conductivity. However, the 

combined withdrawals are sensitive to the estimated 

horizontal hydraulic conductivity of the aquifer.

WATER QUALITY

Samples of water from 25 test wells and 4 springs, collected in August and September 1992, were analyzed 

for inorganic and organic compounds in order to evaluate the water quality of the stratified-drift aquifers in 

the Saco and Ossipee River Basins study area (fig. 12). 

During the sampling phase of this study, areas with 

known ground-water contamination were generally 

avoided. Sample analyses from an additional 49 sites 

in the study area, in Bartlett and Conway, are presented by Johnson and others (1987).

Table 4. Results of sensitivity tests with combined 

withdrawal of four hypothetical wells in stratified 

drift for the ground-water availability estimates, 

east-central New Hampshire

[All withdrawals are reported in million gallons per day]

Amount of

change of input Hydraulic Streambed Stream 

parameters conductivity conductivity depth 

(in percent)

-50

50

100

3.96

11.4

15.1

7.68

7.74

7.75

7.71

7.72

7.72

All water samples were analyzed by the USGS 

National Water Quality Laboratory (NWQL) in Arvada, 

Colo. Samples were collected and analyzed according 

to procedures described by Fishman and Friedman 

(1989).

Results of the analysis of water samples are presented in appendix 5. A statistical summary of the 

chemical analysis of the ground-water samples, 

(table 5) is included for comparison with the USEPA 

(1991a, 1991b, 1992) drinking-water regulations. 

Results of the sample analyses indicate that water from 

the stratified-drift aquifers is generally suitable for 

drinking and other domestic or municipal uses with the 

following exceptions.

1. One well (CKW 11) contained water with 

elevated concentrations of chloride and sodium;

2. four of the wells contained water with elevated 

concentrations of iron and manganese (a 

common and presumably natural phenomenon 

in New Hampshire). Another four wells 

contained water with elevated manganese 

concentrations without the elevated iron; and

34 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
, Unorganized 

Territories

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TAW 31 "'» ^ \ ^^~~' 

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STRATIFIED-DRIFT AQUIFER

DRAINAGE-BASIN DIVIDE / "f

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STATE BOUNDARY MoultOnborouglY

COUNTY BOUNDARY TuftOnbOfof \ 

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WATER-QUALITY-SAMPLING LOCATION

^CWW 66 WELL WITH LOCAL IDENTIFIER

A SES 1 SPRING WITH LOCAL IDENTIFIER

Wolfeboro -...-/.I

2468 10 MILES I i t -J-, pi , 1 i i ', ' i i/

02468 10 KILOMETERS

^ ^f... .:-'"-:-:'~ '

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Wakefieid

Figure 12. Water-quality-sampling location in the Saco and Ossipee River Basins study area, east-central 

New Hampshire.

Water Quality 35
Table 5. Statistical summary of water-quality analyses of ground-water samples from the Saco and 

Ossipee River Basins, east-central New Hampshire

[(iS/cm, microsiemens per centimeter at 25 degrees Celsius; A less than symbol "<" precedes a value whenever the 

concentrattion was below reporting level; mg/L, milligrams per liter; NC>2, nitrite; NC>3, nitrate; ng/L, micrograms per liter; 

 , not applicable]

Water-quality constituent

Specific conductance, field

(nS/cm at 25 degrees Celsius)

pH, field (standard units)

Temperature, water, in degrees

Celsius

Dissolved Oxygen, (mg/L as O2)

Hardness, total (mg/L as CaCO3)

Acidity, total (mg/L as H)

Calcium, dissolved (mg/L as Ca)

Magnesium, dissolved

(mg/L as Mg)

Sodium, dissolved (mg/L as Na)

Potassium, dissolved (mg/L as K)

Sulfate, dissolved (mg/L as 804)

Chloride, dissolved (mg/L as Cl)

Fluoride, dissolved (mg/L as F)

Solids, sum of constituents,

dissolved (mg/L)

Nitrogen, Nitrite, dissolved

(mg/L as N)

Nitrogen, NO2+NO3, dissolved

(mg/L as N)

Nitrogen, Ammonia, dissolved

(mg/L)

Nitrogen, Ammonia-plus-Organic,

dissolved (mg/L)

Phosphorus, dissolved

(mg/L as P)

Phosphorus, ortho, dissolved

(mg/L as P)

x/rm 1 cx/rm 2 Number of Mini- MCL SMCL , samples mum

29 16

6.5-8.5 29 5.3

29 7.0

25 0

29 3

29 <.l

29 .8

29 .11

20-250 29 1.5

29 .3

250 29 <.l

250 29 .3

4 2 29 <.l

28 18

1 - 21 <.01

10 - 21 <.05

21 <.01

21 <.2

21 <.01

21 <.01

First 

quartile

31.5

5.8

7.75

3.3

7

<.l

2.0

.30

2.85

.5

1.65

.5

<.l

30

<.01

<.05

<.01

<.2

<.01

<.01

Median

48

6.0

9.0

9.5

12

.1

3.8

.47

4.4

.9

2.6

2.2

.2

42

<.01

.18

.01

<.2

.01

<.01

Third 

quartile

66

6.45

10.0

11.3

19

.2

5.6

.90

6.6

1.25

3.6

9.1

1.0

50.5

<.01

.365

.01

<.2

.02

<.01

Maximum

1,190

7.3

14.5

11.8

33

.9

11

2.7

220

3.6

55

300

2.9

612

<.01

1.30

.09

<.2

.17

.04

36 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins. East-Central New Hampshire
Table 5. Statistical summary of water-quality analyses of ground-water samples from the Saco and 

Ossipee River Basins, east-central New Hampshire-Continued

Water-quality constituent

Silica, dissolved (mg/L as SiO2)

Barium, dissolved (ng/L as Ba)

Beryllium, dissolved

(ug/L as Be)

Cadmium, dissolved

(ug/L as Cd)

Cobalt, dissolved (ug/L as Co)

Copper, dissolved (ug/L as Cu)

Iron, dissolved (ug/L as Fe)

Lead, dissolved (ug/L as Pb)

Lithium, dissolved (ug/L as Li)

Manganese, dissolved

(ug/L as Mn)

MCL1 SMCL2

_

2,000

4

5

1,000

300

50 0

--

50

Number of Minisamples mum

29 6.4

29 5

29 <.5

29 <1

29 <3

29 <10

29 <3

29 <10

29 <4

29 <1

First 

quartile

9.75

6

<5

<1

<3

<10

<3

<10

<4

3

Median

12

7

<5

<1

<3

<10

4

<10

<4

20

Third 

quartile

16

10.5

<.5

<1

<3

<10

33

<10

<4

62.5

Maximum

40

40

.9

4

4

<10

8,700

<10

17

720

Molybdenum, dissolved

(ug/L as Mo)

Strontium, dissolved

(ug/L as Sr)

Vanadium, dissolved (ug/L as V)

Zinc, dissolved (ug/L as Zn) - 5,000

29

29

29

29

<10

8

<6

<3

<10

18

<6

<3

<10

27

<6

4

<10

41.5

<6

5.5

10

81

10

50

1 MCL (Maximum Contaminant Level) is an enforceable, health-based maximum level (concentration) for contaminants in public drinking-water supplies as defined in the national primary and secondary drinking-water regulations 

established by the U.S. Environmental Protection Agency (1992).

2 SMCL (Secondary Maximum Contaminat Level) is a non-enforceable, maximum level (concentration) for contaminants in public drinking-water supplies as defined in the national primary and secondary drinking-water regulations established by the U.S. Environmental Protection Agency (1992).

3. one well (ADW 14) contained water with an 

elevated concentration of fluoride.

The sampling procedure varied with the source of 

the water sampled. The four springs maintain constant 

flow, therefore, additional evacuation before sampling 

was unnecessary. The USGS wells were developed 

with a pneumatic pump several weeks before sampling. 

At the time of sampling, the USGS wells were pumped 

until at least three times the volume of water in the well 

was evacuated and until the temperature, specific conductance, and dissolved oxygen stabilized. These 

procedures ensured that the water sampled was water 

from the aquifer and not stagnant.

PH

The pH of water is a measure of the hydrogen ion 

concentration (H+) in solution. Water with a pH of 

seven is considered to be neutral, less than seven is 

acidic, and greater than seven is basic. The pH of most 

ground water in the United States ranges from about 6.0 

to 8.5 (Hem 1985). The range of pH in stratified-drift

Water Quality 37
aquifers sampled across New Hampshire (Moore and 

others, 1994) varied from 5.26 to 8.48 with a median 

value of 6.12. In this study, the most acidic water with 

a value of 5.3 was obtained from well ADW 15. The 

most acidic water was below the recommended 

regulation shown in table 5. The most basic water was 

taken from spring SES 1 with a near neutral pH of 7.3.

Specific Conductance

Specific conductance a measure of the ability of 

water to conduct electrical current ranged from 

16 (iS/cm in water from well CKW 9 to 1,190 uS/cm 

from well CKW 11 (appendix 5). The water from CKW 

11 was the only sample that exceeded the recommended 

limit of 500 jj,S/cm established by the New Hampshire 

Water Supply and Pollution Control Commission 

(1984) for public drinking water. The median for all 

water samples in the study (48 juS/cm) was less than the 

median (132 uS/cm) for public supply wells completed 

in stratified-drift aquifers for the entire State (Morrissey 

and Regan, 1987).

Dissolved Solids

Dissolved solids in water include all ionized and 

un-ionized dissolved solids in solution. The concentrations of all water samples from the stratified-drift 

aquifers ranged from 18 to 612 mg/L with a median of 

42 mg/L. Only water from well, CKW 11, was above 

the recommended limit for drinking water of 500 mg/L 

established by the New Hampshire Water Supply 

Engineering Bureau (written commun., 1990) for public 

drinking water. The relatively low concentration of dissolved solids in stratified-drift aquifers is attributed to 

the low solubility of the aquifer matrix and the relatively short time water is in contact with the aquifer 

(Morrissey and Regan, 1987). The well with the highest 

concentration of dissolved solids (CKW 11) also had 

the highest concentration of chloride and sodium.

Dissolved Oxygen

Oxygen is supplied to ground water through 

recharge and by movement of air through unsaturated 

material above the water table. The concentration of 

dissolved oxygen (DO) in water that is in contact with 

air is a function of temperature and pressure, and to a 

lesser degree, the concentration of other solutes (Hem, 

1985, p. 155). Dissolved-oxygen concentrations in 

water from 25 samples ranged from 0 mg/L (well

TAW 31) to 11.8 mg/L (well WAW 23); the median was 

9.5 mg/L (table 5). Water containing measurable 

amounts of dissolved oxygen may flow long distances 

in the ground-water system, if little reaction results with 

aquifer material.

Calcium, Magnesium, and Hardness

Calcium and magnesium are common elements of 

alkaline-earth minerals. Calcium and magnesium are 

also the predominate cations in most natural ground 

water (Hem, 1985). Concentrations of dissolved calcium in 29 samples ranged from 0.8 to 11 mg/L; the 

median was 3.8 mg/L. Concentrations of dissolved 

magnesium in 29 water samples from the stratified-drift 

aquifers ranged from 0.11 to 2.7 mg/L; the median was 

0.47 mg/L. The USEPA has not assigned a drinkingwater regulation for calcium or magnesium 

concentrations.

Hardness of water a property of water that produces a residue when mixed with soap and (or) when 

heated is the result of the presence of several different 

cations, particularly calcium and magnesium, and is 

expressed in an equivalent quantity of milligrams per 

liter CaC03 (calcium carbonate) (Hem 1985). The hardness of water in all 29 samples ranged from 3 mg/L to 

33 mg/L CaC03 . Water that is less than 60 mg/L CaC03 

is considered soft (Hem, 1985). The median for all the 

samples was 12 mg/L and the median for public supply 

wells completed in stratified-drift aquifers in the entire 

State of New Hampshire (Morrissey and Regan, 1987) 

was 37 mg/L.

Sodium and Chloride

Sodium (Na+) and chloride (Cl~) can be introduced 

into ground water from natural and manmade sources. 

The major natural source of chloride is atmospheric precipitation and dry fallout, and contributes about 

0.5 mg/L to the New Hampshire land surface (Hall, 

1975). The major manmade source of both sodium and 

chloride is salt (NaCl) used in road deicing. Based on 

limited data, Hall estimated that in 1975 towns and 

cities in New Hampshire used at least 33,000 tons of 

NaCl per year. Hall suggests that heavy metals such as 

hexavalent chromium, which is toxic to humans, may 

be released by the corrosion of car bodies. He also suggests that dissolved salt coupled with pH ranges of 5.5 

to 7.5 could pose an additional health threat as a result 

of the corrosion of iron, zinc and cadmium from plumb38 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
ing systems. During the period, from the winter of 

1982-83 to the winter of 1992-93, the State of New 

Hampshire used an average of 152,000 tons/yr of NaCl 

to deice state highways and roads (Robert Hogan, New 

Hampshire Department of Transportation, oral commun., 1993) that contributed to an increase in 

concentrations of sodium and chloride in ground water 

statewide.

Water samples from well CKW 11 in the stratifieddrift aquifer had concentrations of sodium and chloride 

of 220 mg/L (8.5 meq/L) and 300 mg/L (9.5 meq/L), 

respectively. The ratio of these milliequivalents suggests that NaCl could be a major contributor to both 

constituents. The water from well CKW 11 was the 

only sample with concentrations higher than the U.S. 

Environmental Protection Agency (1992) Secondary 

Maximum Contaminant Level (SMCL) 1 of 250 mg/L of 

chloride and higher than the Health Advisory Level of 

20 mg/L for sodium. Well CKW 11 is downgradient 

from a NHDOT road deicing salt storage site. The 

SMCL for chloride was established as a taste threshold 

and the Health Advisory Limit for sodium was established as a recommended limit for people with heart, 

hypertension or kidney problems who are on sodiumrestricted diets. The median concentrations of sodium 

(6.0 mg/L) and of chloride (6.8 mg/L) were below these 

regulations. The median concentration for sodium in 

ground water from public supply wells completed in 

stratified-drift aquifers in New Hampshire is 11.0 mg/L 

(Morrissey and Regan, 1987).

Nitrogen

Nitrogen is present in many forms in natural waters 

depending on the source of nitrogen and the degree of 

decomposition. Nitrogen is present in water as nitrite 

(NC>2~) or nitrate (NO3~) anions, as ammonium (NH4+) 

cations, and at intermediate oxidation states as a part of 

organic solutes (Hem, 1985, p. 124). The predominant 

form of inorganic nitrogen in natural water is nitrate, 

from the oxidation of nitrogeneous compounds. High 

levels of nitrate in ground water can originate from fertilizer application, leachate from sewage systems (such 

as septic tanks, sewage lagoons, or cesspools), or wastes

'SMCL (Secondary maximum contaminant level) is a nonenforceable, maximum level (concentration) for contaminants in 

public drinking-water supplies as defined in the national primary 

and secondary drinking-water regulations established by the U.S. 

Environmental Protection Agency (1992).

from farm animals. High levels of nitrate (greater than 

10 mg/L as nitrogen or greater than 44 mg/L as nitrate) 

in drinking water has been linked to methemoglobinemia in small children, or blue-baby syndrome (Hem, 

1985, p. 125). Dissolved nitrite-plus-nitrate (as N) concentrations in 21 water samples ranged from less than 

0.05 to 1.3 mg/L; the median was 0.18 mg/L. Water 

from well MBW 55 in Madison had a concentration of 

nitrogen (1.3 mg/L), which is elevated from background 

levels but is below the USEPA's (1992) primary 

drinking-water standard (10 mg/L) for nitrogen (appendix 5).

Phosphorus

Although phosphorus is a common element in 

igneous rocks and is abundant in soils, concentrations of 

phosphorus in ground water are generally low. Many 

inorganic compounds of phosphorus have low solubility in water and can be used as fertilizer (Hem, 1985). 

Manmade sources of phosphorus in ground water can 

come from waste disposal through septic tanks and 

sewage lagoons, and from chemical fertilizer 

applications. Six of 21 samples analyzed for dissolved 

phosphorus and 18 of 21 water samples analyzed for 

dissolved orthophosphate had concentrations below the 

minimum reporting level. The highest concentration for 

dissolved phosphorus (0.17 mg/L) was detected in 

water from well CWW 67 in Conway. The highest concentration for dissolved orthophosphate (0.04 mg/L) 

was detected in water from spring SES 1 in Sandwich 

(appendix 5). At present, the USEPA has not set a 

drinking-water regulation concentration for 

phosphorus.

Sulfate

Sulfur is widely distributed in reduced form in 

igneous, sedimentary, and metamorphic rocks as metallic sulfide minerals such as pyrite (Hem, 1985). 

Evaporite minerals, such as gypsum and anhydrite, also 

contain sulfur, but these minerals are generally absent in 

stratified-drift aquifers in New Hampshire. However, 

oxidation of sulfur by human activities, such as combustion of fuels and smelting of ores and resultant atmo- *\

spheric deposition, is a major source of sulfate (804 ). 

Under reducing conditions, sulfate can be reduced by 

anaerobic bacteria to hydrogen sulfide (^S) gas, which 

can be detected by smell at concentrations of only a few 

tenths of a milligram per liter (Hem, 1985). ConcentraWoter Quality 39
tions of dissolved sulfate in 28 water samples ranged 

from less than 0.1 to 55 mg/L, and the median was 

2.6 mg/L (table 5). None of the samples exceeded the 

USEPA's (1992) secondary drinking water regulation 

(250 mg/L) for sulfate.

Iron and Manganese

Elevated concentrations of iron and manganese 

were the most common water-quality problems found 

during this study. Iron is the fourth most abundant element in the Earth's outer crust and is an essential element to plant and animal metabolism. If present in high 

concentrations in residential water supplies, however, 

iron forms red oxyhydroxide precipitates that stain 

clothes and plumbing fixtures. Manganese, also an 

abundant metallic element, is an undesirable impurity in 

water as a result of its tendency to deposit black oxide 

stains (Hem, 1985). Both iron and manganese are 

common in minerals of bedrock and stratified drift in 

the study area. The water from 4 of the 29 sites sampled 

had iron concentrations that exceeded the SMCL of 

300 ng/L and water from 8 sites had manganese 

concentrations that exceeded the SMCL of 50 fig/L. 

Water from well OXW 36 had the highest concentrations of iron, 8,700 ng/L with other high concentrations 

as follows: CWW 67, 7,100 ng/L; TAW 33, 

5,300 ng/L; and OXW 34, 890 fig/L. The median value 

for iron was 4 ja,g/L. Water from these same wells, as 

well as four others, had high concentrations of manganese. The median manganese concentration of 20 ng/L 

is lower than the SMCL. Three of the four wells contained water with elevated iron concentrations, OXW 

36, OXW 34 and TAW 33, also contained water with 

low concentrations of dissolved oxygen (appendix 5). 

Iron as Fe+2 , is highly soluble in water with low 

concentrations of oxygen and elevated concentrations 

of iron can result.

Silica

The element silicon (Si ) is the second most abundant element (after oxygen) in the Earth's crust (Hem, 

1985). Crystalline silica (SiO2) as quartz is a major 

constituent of many igneous and metamorphic rocks. 

Feldspars, amphiboles, and other minerals that also contain silica, are widely distributed in igneous and metamorphic rocks. These silica-rich minerals are found in 

sediments from stratified-drift aquifers in New Hampshire. Concentrations of silica, however, are generally

low in natural waters. Dissolved silica concentrations 

in water from the 29 sites ranged from 6.4 to 40 mg/L 

with a median of 12 mg/L (table 5). At present (1994), 

there is no USEPA drinking-water regulation for silica.

Trace Elements

Trace elements are elements that nearly always 

occur in concentrations less than 1.0 mg/L in natural 

waters (Hem, 1985). Water samples collected from 

USGS wells in the Saco and Ossipee River Basins and 

analyzed for fluoride, beryllium, boron, cadmium, 

cobalt, copper, molybdenum, zinc, lead, lithium, and 

vanadium generally contained concentrations that 

ranged from less than detection level to a few micrograms per liter. Trace elements with concentrations 

consistently above detection level, but less than 

1.0 mg/L, were barium (less than 5 to 40 M,g/L with a 

median of 7 ng/L) and strontium (8 to 81 ng/L with a 

median of 27 (ig/L). None of the water samples 

exceeded the USEPA's primary drinking-water standard 

of 2,000 ng/L for barium (1992). Strontium is a 

common element that replaces calcium or potassium in 

minor amounts in igneous-rock minerals, such as minerals in granite (Hem, 1985). There is no USEPA drinking-water regulation for strontium. Water from well 

ADW 14, had a concentration of fluoride (2.9 mg/L) in 

excess of the USEPA's secondary drinking-water standard of 2 mg/L (USEPA, 1992). Fluorine is an element 

found in several minerals including fluorite (CaF2), apatite, Ca5(Cl, F, OH), and amphiboles and may be present 

naturally in the water in a wide variety of geologic 

terranes (Hem, 1985).

SUMMARY AND CONCLUSIONS

Population growth and economic development 

have increased demands for water in the Saco and 

Ossipee River Basins in east-central New Hampshire. 

The Saco and Ossipee River Basins drain 869.4 mi2 and 

contains 152.5 mi of stratified-drift aquifers. In 1990, 

2.30 Mgal/d were withdrawn from the stratified-drift 

aquifers by the three largest users of ground water in the 

study area (Wolfeboro Water Works, North Conway 

Water Precinct, and Conway Village Fire District). As 

the need for water increases, the need for information 

increases to ensure optimal use of available resources. 

This report provides geohydrologic information on 

stratified-drift aquifers in the Saco and Ossipee River

40 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Basins drainage area. The report also describes geohydrologic characteristics, presents a technique for assessing ground-water availability, and the quality of water 

in the stratified-drift aquifers is assessed.

Most of the stratified-drift aquifers in the Saco and 

Ossipee River Basins consist of stratified, sorted, principally coarse-grained sediments (sands and gravels) 

deposited by glacial meltwater at the time of deglaciation. Interconnected voids or pore spaces between sediment particles provide space through which stored 

ground water can flow. Characteristics of the sediments 

that affect ground-water storage and flow are related to 

the glaciofluvial environment in which they were 

deposited. The presence of glacial lakes resulted in the 

formation of deltas and other lake deposits. The deglaciation process also resulted in eskers, kames, kame terraces, and outwash deposits. These coarse-grained 

stratified-drift deposits formed in contact with glacial 

ice tend to have a high capacity to store and transmit 

water.

Aquifer boundaries were delineated from available 

maps of surficial geology or were specifically mapped 

as part of this study. Thicknesses of saturated stratified 

drift were contoured with the aid of the surficial mapping, seismic-refraction profiling, seismic-reflection 

profiling, test drilling, and available well data. Saturated thickness is related to the geohydrologic setting in 

which the aquifers were formed. Layers of saturated 

silts and clays that lie above, below, or interfinger with 

the aquifer are included in the saturated thicknesses 

depicted. Saturated thicknesses of stratified drift in the 

study area are locally greater than 280 ft, but generally 

are less.

Hydraulic conductivity of the stratified drift was 

estimated from field descriptions of the grain-size distributions of samples collected during test drilling, and 

sieve analysis data. Aquifer transmissivity was calculated from the estimates of hydraulic conductivity and 

from aquifer-thickness data. Geologic and drillers' logs 

were examined during this process, and saturated silts 

and clays were excluded from the transmissivity estimates because their contribution is negligible. Estimated transmissivity values, in the study area, range 

from nearly 0 to greater than 8,000 ft2/d.

The Ossipee Lake aquifer in Ossipee, Freedom, 

Effingham, Madison, and Tamworth was selected for 

analysis of ground-water availability. A twodimensional, numerical finite-difference flow model 

and transient simulations were used to simulate the 

aquifer. The objective was to estimate the yield to 4 

hypothetical wells after a 180-day period of pumping. 

The results show that the Ossipee Lake aquifer supplied 

7.72 Mgal/d to the 4 wells of which 31.6 percent of the 

water pumped came from ground-water storage and 

68.4 percent came from combined induced infiltration 

and ground water captured before discharge to surfacewater bodies.

Ground-water quality in water from 25 test wells 

and 4 springs in the stratified-drift aquifers generally 

meets U.S. Environmental Protection Agency primary 

and secondary drinking-water regulations. Known areas 

of ground-water contamination were not sampled. 

Water samples from one well had elevated concentrations of chloride and sodium. Water samples from four 

sites had elevated iron and manganese concentrations 

(which occurs naturally in many parts of New 

Hampshire) and water samples from four other sampling sites had elevated manganese only. Water samples from one well had elevated concentrations of 

fluoride.

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drinking-water regulations Synthetic organic chemicals and inorganic chemicals (sections 141.12, 141.32, 

141.50, 141.51, 141.61, and 141.62 ofpart 141 and 

143.3 ofpart 143): U.S. Federal Register, v. 57, no. 138, 

July 17, 1992, p. 31,776-31,849.

U.S. Geological Survey, 1985, National water summary 

1984 Hydrologic events, selected water-quality 

trends, and ground-water resources: U.S. Geological 

Survey Water-Supply Paper 2275, 467 p.

___ 1987, National water summary 1986 Hydrologic 

events and ground-water quality: U.S. Geological 

Survey Water-Supply Paper 2325, 560 p.

U.S. Soil Conservation Service, 1977, Soil survey of Carroll 

County, New Hampshire: Washington, D.C., U.S. 

Department of Agriculture, 161 p.

Weigle, J.M., and Kranes, Richard, 1966, Records of selected 

wells, springs, test holes, materials tests, and chemical 

analyses of water in the lower Merrimack River Valley 

in New Hampshire: U.S. Geological Survey Open-File 

Report, New Hampshire Basic Data Report 2, 44 p.

White, G.W., 1937, A sketch of the geology of the 

Androscoggin, Saco and coastal watersheds, in Hoover, 

E.E., Biological survey of the Androscoggin, Saco, and 

coastal watersheds: New Hampshire Fish and Game 

Department, p. 81-84.

Wilson, R.T., 1969, The geology of the Ossipee Lake 

quadrangle New Hampshire: New Hampshire 

Department of Resources and Economic Development, 

166 p.

Wiltshire, D.A., Lyford, P.P., and Cohen, A.J., 1986, 

Bibliography on ground water in glacial-aquifer systems 

in the northeastern United States: U.S. Geological 

Survey Circular 972, 26 p.

GLOSSARY

Ablation Till: Loosely consolidated rock debris, formerly 

carried by glacial ice, that accumulated in places as the 

surface ice was removed by melting, evaporation, or 

other processes.

Aquifer: A geologic formation, group of formations, or part 

of a formation that contains sufficient saturated permeable materials to yield significant quantities of water to 

wells and springs. Where water only partly fills an aquifer, the upper surface of the saturated zone is free to rise 

and fall.

Aquifer boundary: A geologic or hydrologic feature that 

limits the extent of an aquifer.

Bedrock: Solid rock, locally called "ledge," that forms the 

earth's crust. It may be exposed at the surface but more 

commonly is buried beneath a few inches to more than 

100 ft of unconsolidated deposits.

Cone of depression: A depression produced in a water table 

or other potentiometric surface by the withdrawal of 

water from an aquifer; in cross section, shaped like an 

inverted cone with its apex at the pumped well.

Confined Aquifer: An aquifer saturated with water and 

bounded above and below by material having a distinctly lower hydraulic conductivity than the aquifer.

Contact: A plane or irregular surface between two different 

types or ages of rocks or unconsolidated sediments.

46 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Cubic feet per second (ft3/s): A unit expressing rate of discharge. One cubic foot per second is equal to the discharge of a stream 1-foot wide and 1-foot deep flowing 

at an average velocity of 1 foot per second.

Cubic feet per second per square mile [(ftVsymi2]: A unit 

expressing average number of cubic feet of water flowing per second from each square mile of area drained.

Darcy's Law: An equation relating the factors controlling 

ground-water flow. Darcy's law is Q = KA (dh/dl), 

where Q is the quantity of water per unit of time; K is the 

hydraulic conductivity, which depends on the size and 

arrangement of the water-transmitting openings (pores 

and fractures) and on the dynamic characteristics of the 

fluid (water) such as kinematic viscosity, density, and 

the strength of the gravitational field; A is the cross-sectional area, at a right angle to the flow direction, through 

which the flow occurs; and dh/dl is the hydraulic gradient.

Deposit: Earth material that has accumulated by natural processes.

Dissolved solids: The residue from a clear sample of water 

after evaporation and drying for 1 hour at 180°C; consists primarily of dissolved mineral constituents, but 

may also contain organic matter and water of crystallization.

Drainage area: The area or tract of land, measured in a horizontal plane, that gathers water and contributes it ultimately to some point on a stream channel, lake, 

reservoir, or other water body.

Drawdown: The lowering of the water table or potentiometric surface caused by the withdrawal of water from an 

aquifer by pumping; equal to the difference between the 

static water level and the pumping water level.

Drumlin: A low, smoothly rounded, elongated oval-shaped 

hill of glacial till built under the margin of glacial ice and 

shaped by its flow; its longer axis is parallel to the direction of flow of the ice.

Effective grain size: The grain size at which 10 percent of 

the sample consists of smaller grains and 90 percent consists of larger grains.

Esker: A long ridge of sand and gravel that was deposited by 

water flowing in tunnels within or beneath glacial ice.

First quartile: For a set of measurements arranged in order 

of magnitude, that value where 25 percent of the measurements are lower in magnitude and 75 percent of the 

measurements are higher in magnitude.

Flow duration (of a stream): The percentage of time during 

which specified daily discharges are equaled or 

exceeded within a given time period.

Fluvial: Pertaining to the flow of liquid water in the natural 

environment.

Fracture: A break, crack, or opening in bedrock along which 

water may move.

Glacial lake: A body of water that formed from the melting 

of glacial ice.

Glaciofluvial: Pertaining to the flow of meltwater streams 

from glacial ice and to the landforms produced by such 

streams, including kames, kame terraces, and outwash 

plains.

Glaciolacustrine: Deposits in glacial lakes; especially 

deposits such as deltas and varved sediments, composed 

of material deposited by meltwater streams flowing into 

lakes adjacent to the glacier.

Gneiss: A coarse-grained metamorphic rock with alternating 

bands of granular and micaceous minerals.

Granite: A coarse-grained, light-colored, igneous rock.

Gravel: Unconsolidated rock debris composed principally of 

particles larger than 2 millimeters in diameter.

Ground water: Water beneath the water table in soils or geologic formations that are fully saturated and under pressure equal to or greater than atmospheric pressure.

Ground-water discharge: The discharge of water from the 

saturated zone by (1) natural processes such as groundwater seepage into stream channels and ground-water 

evapotranspiration and (2) discharge through wells and 

other manmade structures.

Ground-water divide: A hypothetical line on a water table 

on each side of which the water table slopes downward 

in a direction away from the line. In the vertical dimension, a plane across which ground water does not flow.

Ground-water evapotranspiration: Ground water discharged into the atmosphere in the gaseous state either 

by direct evaporation from the water table or by the transpiration of plants.

Ground-water recharge: Water that is added to the saturated 

zone of an aquifer.

Ground-Water Site-Inventory (GWSI) data base: A computerized file maintained by the U.S. Geological Survey 

that contains information about wells and springs collected throughout the United States.

Glossary 47
Head, static: The height of the surface of a water column 

above a standard datum that can be supported by the 

static pressure of a given point.

Hydraulic conductivity (K): A measure of the ability of a 

porous medium to transmit a fluid that can be expressed 

in unit length per unit time. A material has a hydraulic 

conductivity of 1 foot per day if it will transmit in 1 day, 

1 cubic foot of water at the prevailing kinematic viscosity through a 1-foot square cross section of aquifer, measured at right angles to the direction of flow, under a 

hydraulic gradient, of 1-foot change in head over 1-foot 

length of flow path.

Hydraulic gradient: The change in static head per unit of 

distance in a given direction. If not specified, the direction is generally understood to be that of the maximum 

rate of decrease in head.

Hydrograph: A graph showing stage (height), flow velocity, 

or other property of water with respect to time.

Ice-contact deposits: Stratified drift deposited in contact 

with melting glacial ice. Landforms include eskers, 

kames, kame terraces, and grounding-line deltas.

Igneous: Descriptive term for rocks or minerals solidified 

from molten or partially molten material, that is, from a 

magma, such as basalt or granite.

Induced infiltration: The process by which water infiltrates 

an aquifer from an adjacent surface-water body in 

response to ground-water withdrawal from that aquifer.

Kame: A ridge, mound, or hummock that may be irregular 

and is composed of stratified sand and gravel deposited 

by glacial meltwater; the precise mode of formation is 

uncertain.

Kame terrace: A ridge consisting of stratified sand and 

gravel deposited in a glaciofluvial environment between 

a melting glacier or stagnant ice lobe and a high valley 

wall. The deposit has a terrace appearance after the ice 

has retreated.

Lacustrine: Pertaining to lake environments. As described in 

this report, it refers to areas associated with glacial-lake 

environments.

Lodgement till: A firm, compact clay-rich till deposited 

beneath a moving glacier, containing abraded stones oriented, in general, with their long axes parallel to the 

direction of ice movement.

Median: The middle value of a set of measurements that are 

ordered from lowest to highest, 50 percent of the measurements are lower than the median and 50 percent are 

higher than the median.

Metamorphic: Descriptive term for rocks such as gneiss and 

schist that have formed, in the solid state, from other 

rocks due to changes in temperature and pressure.

Micrograms per liter (jig/L): A unit expressing the concentration of chemical constituents in solution as the mass 

(micrograms) of a constituent per unit volume (liter) of 

water. One thousand micrograms per liter is equivalent 

to one milligram per liter.

Milligrams per liter (mg/L): A unit for expressing the concentration of chemical constituents in solution as the 

mass (milligrams) of a constituent per unit volume (liter) 

of water.

Outwash: Stratified deposits chiefly of sand and gravel 

removed or "washed out" from a glacier by meltwater 

streams and deposited beyond the margin of a glacier, 

usually found in flat or gently sloping outwash plains.

Outwash deltas: Deltas formed beyond the margin of the 

glacier where glacial meltwater entered a water body.

pH: The negative logarithm of the hydrogen ion concentration. A pH of 7.0 indicates neutrality; values below 7.0 

denote acidity and those above 7.0 denote alkalinity.

Phi grade scale: A logarithmic transformation of the Wentworth grade scale based on the negative logarithm to the 

base 2 of the particle diameter, in millimeters.

Porosity: The property of a rock or unconsolidated deposit 

that is a measure of the size and number of internal voids 

or open spaces; it may be expressed quantitatively as the 

ratio of the volume of its open spaces to its total volume.

Rotten Rock (grus): The fragmental products of in-situ 

granular disintegration of granite and granitic rocks.

Runoff: That part of the precipitation that appears in streams. 

It is the same as streamflow unaffected by artificial 

diversions, storage, or other human activities in or on the 

stream channels.

Saturated thickness (of stratified drift): Thickness of stratified drift extending down from the water table to the till 

or bedrock surface.

Saturated zone: The subsurface zone in which all open 

(interconnected) spaces are filled with water. Water 

below the water table, the upper limit of the saturated 

zone, is under pressure greater than atmospheric.

Schist: A metamorphic rock with subparallel orientation of 

the visible micaceous minerals, which dominate its composition.

48 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Sediment: Fragmental material that originates from weather- Unsaturated zone: The zone between the water table and the

ing of rocks. It can be transported by, suspended in, or land surface in which the open spaces are not completely

deposited by water. filled with water.

Specific capacity (of a well): The rate of discharge of water Water table: The upper surface of the saturated zone. Water 

divided by the corresponding drawdown of the water at the water table is at atmospheric pressure, 

level in the well. Stated in this report in gallons per 

minute per foot.

Specific yield: The ratio of the volume of water that a rock or 

soil will yield, by gravity drainage, after being saturated 

to the total volume of the rock or soil.

Standard deviation: A measure of the amount of variability 

in a sample; it is the square root of the average of the 

squares of the deviations about the arithmetic mean of a 

set of data.

Storage coefficient: The volume of water an aquifer releases 

from or takes into storage per unit surface area of the 

aquifer per unit change in head. In an unconfined aquifer, the storage coefficient is virtually equal to the specific yield.

Stratified drift: Sorted and layered unconsolidated material 

deposited in meltwater streams flowing from glaciers or 

settled from suspension in quiet-water bodies fed by 

meltwater streams.

Superposition: A principle that states: for linear systems, the 

solution to individual parts of a problem can be added 

together to solve composite problems.

Surficial geology: The study of or distribution of unconsolidated deposits at or near the land surface.

Third quartile: For a set of measurements arranged in order 

of magnitude, that value where 75 percent of the measurements are lower in magnitude and 25 percent of the 

measurements are higher in magnitude.

Till: A predominantly nonsorted, nonstratified sediment 

deposited directly by a glacier and composed of boulders, gravel, sand, silt and clay mixed in various proportions.

Transmissivity: The rate at which water is transmitted 

through a unit width of aquifer under a unit hydraulic 

gradient. Equal to the average hydraulic conductivity 

times the saturated thickness.

Unconfined aquifer (water-table aquifer): An aquifer only 

partly filled with water. In such aquifers, the water or 

upper surface of the saturated zone is at atmospheric 

pressure and is free to rise and fall.

Unconsolidated deposit: A sediment in which the particles 

are not firmly cemented together, such as sand, in contrast to sandstone.

Glossary 49

37
APPENDIX 1. Description of selected wells, borings,

and springs in the Saco and Ossipee River Basins,

east-central New Hampshire
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee 

River Basins, east-central New Hampshire.

Local site number: First two characters are U.S. Geological Survey town code. Third-character codes indicates ~ A, 

boring done for hydrologic purposes; B, boring done for constructional purposes; S, spring; W, well. The numbers are 

sequential numbers for each town.

Latitude, longitude: Accurate within 5 seconds.

Owner or user: NHDOT, New Hampshire Department of Transportation; USGS, U.S. Geological Survey.

Altitude: Altitudes are expressed in feet above sea level: Altitudes given in whole feet are interpolated from U.S. Geological Survey topographic maps and are accurate to plus or minus half the contour interval of the map (+/- 10 to 20 feet); altitudes in tenths of feet are determined by instrument.

Depth to bottom of casing: Depth to bottom of well casing in feet below land-surface datum.

Casing material: Material from which the casings are made: C, concrete; G, galvonized iron; P, plastic; R, rock or stone; 

S, steel; or T, tile.

Type of finish: Method of finish or nature of the openings that allow water to enter the well: G, gravel-pack well with a 

screen; O, open end (cased to the bottom of the well so water can only enter the well through the bottom of the hole); P, 

perforated or slotted with holes punched or slots cut into the casing to admit water; S, screen (manufactured); T, sand point 

for driven wells; X, open hole where the casing does not extend to the bottom of the hole (ususally a bedrock well).

Depth to bottom of open section: Depth to the bottom of the screen or open section in which water enters the well in 

feet below land surface.

Type of site: BrW, bedrock well; Sp, spring; TH, test hole; Wells or borings in surficial deposits: Bor, bored or augered; 

Cbl, cable-tool well; Dug, dug well; Dvn, driven well; Wsh, drive and wash well.

Water level: Water level, in feet below land-surface datum; mm-dd-yy is month-day-year.

Use: Use of site: O, observation well drilled for water-level or water-quality observations; T, test hole. Use of water: C, commercial; H, domestic; I, irrigation; P, public; N, industrial; S, stock; T, institutional; U, unused; Z, other.

Maximum well yield: Discharge, in gallons per minute.

Drawdown: in feet, observed at a pumping well.

Specific capacity: In gallons per minute per foot of drawdown ((gal/min)/foot).

Pumping period: The length of time, in hours, that the well was pumped before the measurement of production levels.

Remarks: CA, chemical analysis summarized in appendix 5; USGS, well test hole drilled by the U.S. Geological Survey 

for this investigation; GS, well inventoried by Glen Stewart (past New Hampshire State Geologist); F, the well was flowing: R, the well had been pumped recently; pH is the negative logarithm of the hydrogen-ion concentration; Fe, iron; ppm, 

parts per million; hard, hardness of water.

Appendix 1 53
Table 1-1. Description of selected weils, borings, and springs in the Saco and Ossipee River Basins, east-central 

[--, no data]

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Atli- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

CARROLL COUNTY

ADB

ADB

ADB

ADB

ADB

ADB

ADB

ADB

ADB

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW '

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

2

5

6

7

8

9

10

11

12

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

435945

435546

435948

435950

435929

435925

435955

440058

440003

435943

435911

435914

435908

435912

435908

435607

435808

435437

435528

435538

435812

435524

435948

435948

435948

435936

435754

435822

435807

435802

435656

435620

435903

435621

435831

435806

440023

435814

435813

435837

435925

440017

435613

435918

440021

435630

435834

435921

435920

712039

711316

711937

711926

711730

711757

711641

711914

711408

711253

711208

711200

711207

711159

711200

711328

710836

712131

711253

711330

710838

711326

712203

712203

712203

712104

711024

710940

710854

711032

711222

711338

711006

711337

711030

710951

710929

710954

710952

711022

711021

710934

711251

710949

710935

711235

711029

711009

711041

John Clay

Towle

Chartier

McVicar

Pero

Casarano

Smith

Croteau

Hunt

Valladares

Abbott

Hutchinson

Moulton

Hatch

Cunningham

Pinciaro

walker

Carruthers

Howard

Wilson

Newton

Dunham

Williams

Smith

waters

McConarty

Croteau

Andersen

Mallet

Wilson

Albany

1991

1988

1988

1988

1988

1988

1984

1985

1985

1987

1987

1989

1992

1992

1992

1992

1985

1985

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1990

1989

1990

1990

1,221.9

1,430

1,189.3

1,220

1,217.5

1,247.7

1,138.8

651.8

840

825 6

890

830

870

850

850

670

470

1,140

625

635

470

625 2

1,250 2

1,250 2

1,250

1,250 2

820

800

540

830

840

750

800

750

960

810

610

760

770

1,080

630

580

880

590

600

820

1,010

640

700

- -

- -

- -

- -

60 S

- -

- -

- -

284

99

9

1

31.5

50.4 P

77.5 P

13.5 P

48 P

10.5

262

39

30

28

239

120

241

129

127

40

21

19

44

31

40

279

231

40

232

80

211

29

X

p

p

p

p

p

X

s

S

s

s

s

s

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TH

TH

TH

TH

TH

TH

TH

TH

TH

BrW

Bor

Bor

Bor

Bor

Bor

BrW

Dug

Dug

Dug

52.4 Bor

79.5 Bor

15.5 Bor

18.

50 Bor

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Dug

Dug

BrW

BrW

BrW

BrW

Brw

Brw

BrW

BrW

BrW

Brw

54 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Centrai New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth

(feet)

Date 

mm/dd/yy Use

Maximum Specific 

well capacity 

yield (gallons per 

(gallons Draw- minute Pumping 

per down per period 

minute) (feet) foot) (hours) Remarks

CARROLL COUNTY

ADB 

ADB 

ADB 

ADB

ADB 

ADB 

ADB 

ADB 

ADB

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

W

ADW

ADW

2

5 

6 

7

8 

9

10 

11 

12

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

i

51.1

18.5

25.7

80.5

2

4

8

12

2.7

6.3

6.3

9.9

100

38

20

40

10

45

11

11

170

100

60

105

10

04

08

08

08

08

03

10

03

08

08

08

08

08

09

04

08

11

04

10

08

08

08

12

10

01

10

--

-17

-17

-10

-17

-28

-03

-17

-17

-11

-06

-06

-06

-09

-30

-05

-03

-10

-01

-27

-31

-01

-08

-05

-04

-31

-84

-88

-88

-88

-88

-85

-85

-87

-89

-92

-92

-92

-92

-85

-87

-87

-87

-88

-88

-88

-88

-89

-89

-89

-90

-90

u 

u 

u 

u

u 

u 

u 

u 

u

H

0

0

0

0

0

H

H

H

H

H

H

0

0

O

0

0

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Albany

2

--

- -

- -

- -

3.5 -- -- .5

40 -- -- .5

50 -- -- 8

25

35

25 -- -- 2

- -

- -

- -

3.5 -- -- .8

0.5 -- -- 1

4 -- -- 1

6.5 -- -- .5

2.5 -- -- 1

100 -- -- .5

25 -- -- 1

10 -- -- 1

0.7 -- -- 1

5.5 -- -- .5

1 -- -- 1

3.5 -- -- 1

6 -- 1

20 -- -- 1

6 -- 1

4 -- -- 1

1 -- 1

12 -- -- .5

5 -- -- 1

10 -- -- 1

30 -- -- .5

USGS Albany Landfill

USGS Albany Landfill

USGS Albany Landfill

USGS Albany Landfill

USGS Albany Landfill

USGS

USGS

USGS

USGS

Appendix 1 55
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Altitude

above

sea

level

(feet)

Diameter

of

well

casing

(inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Albany - - Cont inuned

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

BCB

BCB

BCB

BCB

BCB

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

2

4

5

6

7

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

435739

435629

440003

435943

435746

435948

435919

435805

435724

435950

435947

435936

435932

435938

435938

435942

435948

435948

435949

435942

435946

435949

435948

435945

435944

435937

435925

435941

435940

435437

435438

440525

440216

440239

440718

440501

440641

440607

440506

440506

440457

440438

440550

440549

440549

440439

440511

440502

440712

440447

440744

711125

711235

710954

711253

711021

710945

711004

710845

711239

711023

711020

710928

710924

710934

710936

710939

711008

711003

711006

710942

710954

711000

711002

710949

710948

710931

711019

711252

711253

712119

712133

711219

711913

711637

710751

711708

711043

711053

710956

710848

710950

710951

710934

710932

710932

710832

710903

710829

711303

711408

711207

S. George

Saxby

Smith

Clay

Ferris

Diceo

Schreiber

Harrow

Wiggin

Hardiss

Howl and

Darcy

Hanson

Avignone

Sermon

Barber

Loring

Doherty

Robbins

Chesley

Santolucito

Berry

Head

German

Darcy

Davidson

Robert and Mary Diamond

Andrew Thompson

Doug Mcvicar

H amble t

Attitash Lift Corp

Tarr

1991

1991

1991

1991

1991

1991

1991

1991

1992

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1992

1969

1971

--

Bartlett

--

--

--

--

1984

1984

1984

700

830

640

820

730

600

650

470

730

620

620

550

530

560

560

560

600

600

600

580

600

600

600

600

600

550

630

805

800

1,115

1,130

632.5

960.6

520.3

771.5

665.2

570

620

540

490

560

545

516

100

100

492

100

502

1,040

740

1,080

--

--

--

--

--

6

24

36

36

--

--

--

--

40

271

39

60

59

39

189

80

92

139

127

37

19

119

49

40

113

103

103

19

35

75

93

34

19

59

39

12 P

2.1 C

6 C

9.6 C

..

- -

- -

- -

..

--

--

- -

..

- -

- -

- -

..

40

40

19

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

0

0

0

0

--

--

--

--

--

--

X

X

X

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Dug

Dug

Dug

Dug

TH

TH

TH

TH

TH

..

BrW

Brw

BrW

..

- -

- -

. .

..

BrW

BrW

BrW

56 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Water

Local level

site depth

number (feet)

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

BCB

BCB

BCB

BCB

BCB

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

JCW

40

41

42 95

43 20

44 30

45 30

46 65

47 30

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67 10

68 1.4

69 2.8

70 6.8

2

4 6.8

5

6

7

7 25

8 100

9 18

10 10

11

12

13

14

15

16

17

18

19 40

20

21

Date

mm/dd/yy

08-28-91

04-14-91

06-20-91

06-20-91

11-16-91

09-30-91

--

--

08-08-91

08-08-91

08-09-91

08-09-91

12----63

--

11-10-66

08-16-81

07-21-70

07-21-81

--

--

05-10-84

Use

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

U

H

H

U

U

U

U

U

--

--

O

o

O

o

p

o

H

P

H

Maximum 

well 

yield

(gallons Drawper down

minute) (feet)

5

18

1

2

0.5

2

2.5

0.5

9

6

2.5

9

20

3

2

8

4

1

5

3

2

1.5

10

3

0.8

100

13.6

- -

--

..

- -

..

- -

. .

..

- -

..

- -

- -

--

.5

30

1

Specific 

capacity 

(gallons per

minute Pumping

per period

foot) (hours)

Albany- -Continuned

1

1

1

.5

1

1

24

1

1

2

2

2

.5

2

2

2

2

2

2

2

2

2

2

2

1

- -

- -

--

Bartlctt

- -

--

- -

. .

..

..

..

- -

- -

..

l

.5

.5

Remarks

Project well (Johnson and others, 1987)

Project well (Johnson and others, 1987}

Project well (Johnson and others, 1987)

Project well (Johnson and others. 1987)

Project well (Johnson and others, 1987)

Appendix 1 57
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Bartlett- -Continued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

440734

440603

440448

440715

440448

440645

440647

440747

440714

440645

440642

440634

440723

440415

440639

440558

440641

440624

440613

440726

440448

440637

440710

440604

440753

440648

440438

440438

440524

440523

440737

440736

440742

440700

440450

440555

440630

440634

440447

440727

440455

440436

440540

440528

440553

440553

440503

440445

440608

440556

440726

440601

440447

440743

711258

711246

711523

711259

711433

711410

710818

711202

711302

710824

710834

711239

711313

711715

711259

711122

710828

710925

711248

710747

711435

711112

711301

711207

711129

710836

711837

711835

711207

711207

711228

711230

711237

710839

710937

711219

711217

711246

711408

711027

711311

711836

711215

711221

711120

711120

711659

710950

711236

711106

711211

711235

711438

711238

Lynn

Kobialka

Loeschorn

Lewando

Mickle

Clifford

White

Me e wan

Chaney

Wenzel

Cuppons

Bowley

McGregg

McDonald

Chandler

Hildebrand

Oman

D 1 Angelo

Wright

Travers

Marsh

State of New Hampshire Patrol

Manseau

Irving

Car

Lower

Hanson

Crouther

Four Seasons Condo

Four Seasons Condo

Bay

Bay

Bay

Cantorno

Saunders

Cuptill

Emery

Seth Lyons

Attitash Corp

Linderhof

Levine

Gooswin

Pine Glen Condos

Bartlett Place Condos

Attitash woods Condos

Attitash Woods Condos

Murdock

Hill

Powers

Clark

Zagrodnick

Sheedy

Marsh

Lynn

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1985

1985

1985

1986

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1984

1985

1985

1988

1985

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1,220

780

630

1,080

660

790

690

1,040

1,080

690

700

630

1,240

720

700

620

680

560

690

800

660

560

1,040

590

800

780

760

750

600

600

1,290

1,290

1,340

860

540

600

600

640

740

1,240

970

750

560

640

680

680

680

530

660

660

1,050

740

660

1,340

19

19

149

19

405

60

110

19

19

111

80

77

19

19

145

100

150

69

60

86

129

92

19

147

154

96

49

80

76

75

19

19

12

40

138

64

90

24

23

19

64

91

72

112

115

52

82

41

163

39

39

79

2

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Brw

Brw

BrW

BrW

Brw

Brw

BrW

BrW

BrW

BrW

BrW

Brw

Brw

Brw

Brw

Brw

BrW

BrW

BrW

BrW

..

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

58 Geohydrology and Water Quality of Stratifled-Drin Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Bartlett- -Continued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

10

45

15

20

15

10

2

15

40

30

20

30

50

80

20

35

25

25

10

100

45

5

15

30

75

--

05

06

07

10

11

11

11

11

12

04

05

04

04

05

06

06

06

06

06

01

04

05

07

07

07

-29

-16

-27

-05

-03

-27

-15

-21

-18

-26

-02

-03

-09

-15

-04

-04

-18

-18

-24

-23

-16

-19

--

-31

-22

-25

--

-84

-84

-84

-84

-84

-84

-84

-84

-84

-85

-85

-86

-85

-85

-85

-85

-85

-85

-85

-88

-85

-86

-86

-86

-86

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

P

H

H

H

P

P

H

H

H

P

H

H

H

H

P

Z

H

H

P

P

P

P

H

H

H

H

H

H

H

H

8

1.5

1.5

1

2

1

10

1.5

4.5

15

90

3

2

20

20

150

30

4

5

9

10

10

5

20

120

20

2.5

40

200

200

0.5

4

1.5

50

15

6.5

7

6

50

75

12

7

75

100

45

20

2.5

3.5

5

5.5

12

45

20

2

i

i

i

i

2

1

1

1

1

1

1

1

1

1

1

12

1

1

1

1

1

1

1

--

1

1

1

1

1

1

.8

.8

.5

.3

,5

.2

,5

,5

,5

.5

.5

.5

.5

,5

,5

.5

.5

,5

.5

.5

.5

,5

.5

Appendix 1 59
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

LatitudeLongitude

Owner or user Year 

completed

Altitude 

above 

sea 

level 

(feet)

Oia- Depth 

meter to 

of bottom 

well of 

casing casing 

(inches) (feet)

Depth 

to 

bottom 

Type of open Type 

Casing of section of 

material finish (feet) site

Bartlett- -Continued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

440722

440730

440445

440446

440443

440451

440735

440605

440504

440559

440426

440519

440612

440701

440632

440456

440644

440515

440515

440614

440446

440443

440600

440449

440703

440725

440601

440621

440637

440453

440718

440642

440408

440654

440445

440446

440633

440526

440641

440553

440650

440441

440631

440458

440603

440645

440517

440453

440736

440645

440644

440557

440518

440603

440448

711251

711202

711441

711441

711441

711433

710711

711210

711259

711121

711608

711227

711223

711311

710927

711255

711410

711147

711147

711045

711445

711446

711239

711838

711311

711300

711208

710832

710843

710946

711307

711346

711616

711308

711448

711447

711108

710919

711318

711240

711039

710617

711119

711805

711233

711409

711307

711838

710739

711413

711411

711150

710739

711056

711002

Lynn

Biggio

DiMinico

Medeiros

Stevens

Williamson

Swarce

Gardner

Attitash Marketplace

Eastman

Schreiber

Wilson

McAuliffe

Hammond

Washburn

Astrochan

Roberts

Saco Ridge Devel

Saco Ridge Devel

Glen Ell is Campground

Dias

Gracef fa

Despres

St Onge

Kilty

Lynn

Sweet

Hydren

McKenna

Ganey

James

Robinson

Fox

Robinson

Roltsch

Duf resne

Patch

Lower Bartlett Water Precinct

wakefield

York

Illsley

Arming ton

Roberts

Glen Bldrs Inc

Ballou Jr

Eaton

Attitash Lift Corporation

Fitzpatrick

Mellor

Brown

wiggins

Pur ing ton

Eagle Ridge Condos

Ekbergh

Hoagland

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1985

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1,070

900

650

650

650

660

1,080

580

700

580

680

620

600

780

610

960

790

740

740

520

640

640

760

740

800

1,130

590

620

810

550

1,180

840

760

720

640

640

540

500

820

770

570

820

540

710

700

790

580

740

860

790

780

580

1,000

610

540

86

19

74

79

80

87

241

125

39

71

114

138

59

19

60

106

80

40

45

86

114

66

60

90

30

99

109

65

32

157

39

181

140

44

100

100

94

122

211

181

50

100

90

59

72

40

34

115

27

51

91

88

33

142

91

X

X

. .

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

x

X

X

X

- -

X

s

X

X

X

X

X

s

X

X

s

X

X

X

X

X

X

X

X

BrW

BrW

BrW

Brw

BrW

BrW

BrW

Brw

Brw

Brw

BrW

Brw

Brw

BrW

BrW

BrW

BrW

--

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

BrW

--

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

60 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

BCW 

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

77 

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

Water 

level 

depth 

(feet)

25

40

25

85

50

60

9

50

25

6

15

6

20

25

--

75

80

30

20

17.6

150

6

40

20

10

18

50

40

40

20

Date 

mm/dd/yy

09

09

09

11

10

10

05

01

11

04

06

05

04

05

11

11

11

11

12

03

04

07

07

07

06

05

05

09

10

--

-09

-10

-11

-01

-16

-15

-05

-28

-23

-27

-10

-04

-30

-16

--

-06

-07

-05

-06

-15

-15

-20

-22

-20

-05

-17

-25

-25

-15

-13

-86

-86

-86

-86

-86

-86

-87

-87

-85

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

Use

H 

H

H

H

H

H

H

H

Z

H

H

H

H

H

H

P

H

H

H

P

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

C

P

H

H

P

H

H

H

H

H

C

H

H

H

H

H

P

H

H

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

6 

20

30

25

10

25

10

7.5

1

150

3

6.5

10

20

75

30

75

20

17

35

4

15

100

25

3

3

10

150

50

5

15

100

15

20

12

10

750

15

2.5

18

30

100

25

2

12

60

3

75

50

5.5

20

50

4

10

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Bartlett- -Continued

.5 

.5

1

24

1

24

1

1

1

1

1

48

1

48

1

1

1

1

1

1

1

12

12

1

5

5

5

5

5

5

5

5

5

5

121

1

1

1

1

8

1

1

1

1

1

5

5

5

5

5

5

5

Appendix 1 61
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

CKB

CKB

CKB

CKB

CKB

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

1

2

3

4

5

Latitude

440655

440702

440457

440658

440621

440652

440641

440641

440607

440602

440604

440525

440524

440717

440618

440457

440648

440728

440753

440504

440614

440650

440556

440646

440557

440726

440728

440735

440714

440747

440804

440633

440726

440734

440525

440619

440758

440749

440749

440651

440739

440730

440727

440439

440456

440443

441442

441422

441334

441216

440935

Longitude

710844

711114

711752

710844

710909

710847

710957

711340

711244

711225

711224

711821

711819

711246

710909

711747

710840

711113

711128

711748

710902

710847

711128

710838

711229

711314

711240

711223

711051

711216

711113

711114

711027

711221

710949

711042

711126

711107

711107

710937

711006

711238

711146

711704

711729

711703

710058

710103

710044

710111

710111

Owner or user

Cartes

Linderhoff Property Association

Beaumont

Robert son

Darrah

Johnson

Young

Curtis

Farwell

Comeau

Wallace

Poliquin

Poliquin

Lewando

Walton

Rothen

Coombs

Linderhoff

Syr

Merrill

Aquiar

Montague

Pinkham

Bush

Moss

Grant

Gallahue

Lingafelter

Mittenwood Well Association

Cunningham

Riverbend Property Association

D . Rober

Linderhof Property Association

Stisi

Orvedal

Goff

Whispering Brook

Indelicardo

Indelicado

Drake

Crocker

Murphey

Lynn

Year

completed

Bartlett

1988

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1990

1990

1990

1991

1991

1991

1991

1991

1991

1991

1991

1991

1992

1992

1992

1992

1979

1984

1984

1985

1985

1986

1991

1987

1992

1992

1992

Chatham

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

- -Continued

880

600

700

900

600

880

600

840

730

640

640

780

780

1,040

580

700

800

780

800

700

580

860

620

790

680

1,260

1,160

1,220

760

1,240

720

540

1,250

1,200

500

520

790

760

760

680

1,180

1,170

770

670 2

695 2

670 2

512.6

512.4

449.1

592.8

560

Depth 

to

bottom

of

casing Casing

(feet) material

100

--

78

130

70

80

111

157

57

50

59

149

59

189

40

78

90

108

151

57

43

76

109

109

80

50

70

39

111

39

141

100

44

39

79

160

154

147

157

40

80

70

30

16 P

20 P

10 P

- -

- -

Type

of

finish

X

X

s

X

X

X

X

X

X

X

X

--

--

X

X

s

X

X

s

X

X

X

X

X

X

X

X

X

X

X

X

X

--

s

X

X

X

X

X

X

X

s

s

s

Depth 

to

bottom

of open Type

section of

(feet) site

Brw

BrW

--

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

Brw

Brw

BrW

BrW

BrW

BrW

BrW

Brw

..

Brw

Brw

Brw

Brw

BrW

BrW

BrW

18 Bor

22 Bor

15 Bor

TH

TH

TH

TH

TH

62 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Water

Local level

site depth

number (feet)

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

CKB

CKB

CKB

CKB

CKB

132 10

133

134

135 50

136 25

137

138

139 80

140 40

141

142 78

143

144

145

146 10

147

148

149

150

152

153 30

154 5

155 60

156 10

157

158

159

160

161 75

162

163

164

165 620

166

167 10

168

169

170 60

171 75

172 50

173

174

175

176

177

178

1

2

3

4

5

Date

mm/dd/yy

11-17-

03-01-

05-10-

06-28-

07-28-

07-26-

08-25-

12-04-

09-15-

07-03-

08-15-

11-01-

06-07-

07-29-

10-05-

06-22-

09-30-

88

89

89

89

89

89

89

90

90

91

91

91

92

92

84

85

85

Use

H

P

H

H

H

H

H

H

H

H

H

P

P

H

H

H

H

P

P

H

H

H

H

H

H

H

H

H

P

H

H

H

P

H

H

P

P

P

P

H

H

H

P

0

0

0

U

U

U

U

U

Maximum 

well 

yield

(gallons Drawper down

minute) (feet)

4

60

25

15

15

7

100

30

10

3.5

3

35

30

.0.5

8

25

10

75

75

30

5

10

6

5

6

6

20

60

30

30

75

45

150

10

55

30

25

20

20

18

45

6

120

Specific 

capacity 

(gallons per

minute Pumping

per period

foot) (hours)

Bartlett- -Continued

.5

1

1

.5

1

1

1

1

1

1

1

8

8

.5

.5

36

1

24

1

8

.5

.5

.5

.5

1

1

1

1

.5

1

1

1

1

1

1

7

6

1

1

1

.5

Chatham

- -

Remarks

uses

uses

uses

Appendix 1 63
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

CKB

CKB

CKS

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CWA

CWW

CWW

CWW

CWW

CWW

CWW

CWW

CWW

CWW

CWW

CWW

CWW

6

7

1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

1

10

44

45

46

47

48

49

50

51

52

53

54

Latitude

440442

440553

440941

440944

441013

441037

441019

441057

441217

441217

441513

441452

441357

441004

440512

440555

440614

441111

441019

440649

441150

440548

440629

441427

441445

441146

441303

440623

440646

440513

440515

440941

440645

440441

441503

441051

440554

441039

440407

440232

440417

440336

440307

440305

440253

440246

440238

440235

440223

440212

440156

Longitude

710145

710025

710111

710105

710059

710137

710038

710046

710034

710034

710104

710051

710050

710040

710018

710025

710018

710043

710029

710019

710028

710014

710017

710112

710102

710033

710026

710019

710030

710019

710020

710039

710027

710127

710043

710152

710024

710046

710110

710830

710946

710952

710925

710924

710901

710845

710855

710854

710836

710827

710914

Owner or user

Richard Theot

Wiggin

Marie Limmer

Linda Miles

James Maloney

Wayne and Norma Mcallis

Richard and Gail Dembow

Engle

Mitchell

McKenzie

Calomb

Foster

Brown

Doo

Forbes

Beaton

McViney

Brooks

Kubik

Roy

Bagosius

Davis

Billiard

wilfong

Stryker

Pevear

K. Saunders

Rennet t

Fernald

MacPherson

Year

completed

Chatham -

1971

1966

--

1960

1970

1992

1992

1992

1984

1985

1985

1986

1987

1987

1987

1987

1987

1988

1988

1989

1989

1989

1989

1990

1990

1991

1991

1991

1991

1991

1991

Conway

1992

--

--

Altitude

above

sea

level

(feet)

Diameter

of

well

casing

(inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

 Continued

486

421.5

575

550

510

555

510

510

510

510

525

535

510

530

490

420

390

480

540

500

520

390

410

550

520

520

430

420

510

490

500

480

490

480

540

720

420

522

430

100

545

520

500

500

510

480

524

524

521

510

510

36

36

72

36

36

2

2

2

--

--

--

--

--

--

--

- -

8.9 C

8.3 C

12.5 C

7.5 C

..

10.7 C

27.5 P

57.9 P

57.7 P

181

27

70

19

95

99

43

38

19

75

40

52

80

59

67

180

171

39

39

89

64

39

50

60

..

- -

..

--

- -

..

--

--

- -

- -

..

--

0

0

0

X

0

X

0

0

s

s

s

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

--

--

--

--

--

TH

TH

Sp

Dug

Dug

Dug

BrW

Dug

BrW

Dug

Dug

29 . 5 Bor

59 . 9 Bor

59.7 Bor

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Bor

..

- -

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

64 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Water 

Local level 

site depth Date 

number (feet) mm/dd/yy

cww 

cww 

cww

cww 

cww 

cww 

cww 

cww

cww 

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

55 65 11-17-83 

56 

57 15 05-20-73

58 32 10-06-60 

59 50 12-29-61 

60 10 11-07-77 

61 11 09-07-73 

62 55 08-26-66

63 

64 25 06-20-83

65 15 11-20-69

66 8 08-05-92

67 1.5 08-05-92

68 14 04-22-80

69 2 08-05-92

70 2.4 08-05-92

71 23 07-22-63

72

73 -- 05-10-68

74

75 28 11-01-84

76 13 10-30-84

77 3 10-30-84

78

79

80 10 05-30-75

81

82 25 04-03-72

83

84

85

86

87 50 11-23-66

88 40 01-05-62

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

106

107

108

109

Maximum Specific 

well capacity 

yield (gallons per 

(gallons Draw- minute Pumping 

per down per period 

Use minute) (feet) foot) (hours)

Conway- -Continued

o

0

o

o

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

o

0

0

0

0

0

0

0

0

p

p

p

p

0

0

0

0

0

Remarks

uses

uses

uses

uses

F

Project

Project

Project

Project

Project

Project

Project

Project

Project

project

Project

Project

Project

Project

well

well

well

well

well

well

well

well

well

well

well

well

well

well

(Johnson and others.

(Johnson and others,

(Johnson and others,

(Johnson and others.

(Johnson and others,

(Johnson and others,

(Johnson and others,

(Johnson and others.

(Johnson and others,

(Johnson and others.

(Johnson and others,

(Johnson and others.

(Johnson and others.

(Johnson and others,

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

CWW 110 Project well (Johnson and others, 1987)

Appendix 1 67
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Latitude

440143

440202

440202

440121

440125

440128

440128

440101

440025

440022

440022

435920

435916

435846

440040

440302

440300

440305

440236

440234

440234

440233

440223

440122

440122

440117

440121

440051

440044

435958

435954

440038

435456

435453

435347

435350

435350

435417

435343

435349

435341

435425

435250

435522

435136

435441

435422

435430

435446

435133

435403

435140

Longitude

710721

710729

710729

710818

710750

710717

710717

710659

710731

710701

710701

710753

710720

710800

710319

710748

710738

710729

710749

710748

710748

710741

710729

710709

710709

710644

710108

710014

710800

710729

710720

710756

710423

710403

710405

710405

710421

710419

710411

710355

710356

710412

710501

710529

710441

710342

710534

710239

710321

710420

710420

710328

Owner or user

waukeela Camp

Hennigan

Sundman

Lee

Heath

Gospodarek

Hill

La r son

Philbrick

Reynolds

Bungeroth

La tour

Lance

Lesser

D'Angelo

Wilson

Graf

Guerringue

Stewart

Year

completed

ConwayEaton

1979

1978

1984

1986

1987

1988

1988

1989

1985

1985

1986

1988

1988

1988

1988

1988

1988

1989

Alti- Dia- Depth 

tude meter to

above of bottom

sea well of

level casing casing Casing

(feet) (inches) (feet) material

-Continued

- -

- -

- -

- -

- -

- -

- -

- -

..

- -

- -

- -

- -

- -

470

480

465

475

475 36 7.5 C

500 2 26 S

485

480

615 -- 20

490 -- 60

470 -- 64

530 -- 42

540 -- 71

545 -- 33

470

800 -- 49

660 -- 83

540 -- 39

950 -- 40

860 -- 40

560 -- 50

770 -- 201

520 -- 139

750 -- 24

Depth 

to

bottom

Type of open Type

of section of

finish (feet) site

- -

- -

- -

- -

- -

- -

- -

- -

- -

..

- -

--

. .

..

- -

- -

- -

..

- -

- -

BrW

0 - - Dug

T - - Dvn

X - - BrW

X - - BrW

X - - BrW

X -- BrW

X - - BrW

X - - BrW

X - - BrW

Dug

X - - BrW

X - - BrW

X - - BrW

X -- Brw

X - - BrW

X -- BrW

X - - BrW

X - - BrW

X - - BrW

68 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

CKB 

CKB

CKS

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

CKW

:WA

:ww

:ww

:ww

:ww

:ww

:ww

:ww

:ww

:ww

:ww

:ww

:ww

6

7

1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

1

10

44

45

46

47

48

49

50

51

52

53

54

Water 

level 

depth 

(feet)

--

4

3.7

9.7

0.5

6.4

21.9

24.7

37.5

5

20

10

10

75

15

35

20

--

40

30

20

40

35

22

15

Date 

mm/dd/yy

--

08-12-91

08-12-91

08-12-91

08-12-91

08-12-91

08-04-92

08-04-92

08-04-92

--

10-07-85

10-08-85

07-22-87

11-20-87

11-22-90

01-05-91

08-05-91

10-11-91

--

04-19-80

06-18-77

07-09-83

11-19-74

05-21-66

01-26-83

05-20-73

Use

u 

u

s

H

H

H

H

H

H S

S I

H

O

O

0

H

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

T

O

--

--

Maximum Specific 

well capacity 

yield (gallons per 

(gallons Draw- minute Pumping 

per down per period 

minute) (feet) foot) (hours) Remarks

Chatham- -Continued

, .

- -

- -

- -

uses

uses

uses

0.5 -- -- 1

2.3 -- -- 1

15 -- -- 2

2.5 -- -- 1

150 -- -- 1

5 1

6 1

30 -- -- 1

5.5 -- -- -5

2 1

60 -- -- 1

20 -- -- 1

60 -- -- 1

40 -- -- 1

2.5 -- -- 1

30 -- -- 1

10 -- -- .5

3 -- -- .5

3 -- -- .5

10 -- -- 1

3 -- -- .5

4 -- 1

2.5 -- -- 1

Conway

uses

Project well (Johnson and others, 1987)

- -

--

- -

- -

..

- -

--

- -

- -

- -

Appendix 1 65
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

106

107

108

109

110

Latitude

440157

440155

440156

440152

440148

440144

440139

440125

440121

440107

440047

435815

440423

435958

440430

440430

435939

435900

435919

435928

435948

440027

440030

435943

435932

435912

440014

440217

435955

435951

440006

440156

440120

435940

440000

440405

440403

440403

440401

440329

440326

440313

440301

440410

440324

440223

440223

435854

440234

440233

440225

440225

440225

440225

Long- Owner or user 

itude

710817

710816

710914

710815

710811

710812

710800

710755

710801

710752

710759

710823

710100

710749

710111

710111

710644

710549

710524

710510

710408

710328

710320

710340

710312

710242

710242

710829

710131

710129

705957

710003

710749

710340

705952

710917

710917

710917

710933

710800

710815

710759

710810

710920

710825

710801

710758

710803

710847

710805

710747

710747

710747

710747

Alti- Dia- Depth 

tude meter to 

above of bottom 

Year sea well of 

com- level casing casing 

pleted (feet) (inches) (feet)

Conway- -Continued

510

510

510

515

510

520

458

499

500

470

470

1992 465 2 47.5

1992 430 2 66.4

510

1992 435 2 55

1992 435 2 16

480

555

420

450

465

445

414

455

440

4 17

465

520

420

420

440

415

482

440

475

486.3

484.5

484.3

499.4

527.9

478.3

474.8

469

484

- -

--

- -

- -

..

Depth 

to 

bottom 

Type of open Type 

Casing of section of 

material finish (feet) site

Brw

Brw

- -

Brw

Brw

Brw

Brw

Brw

Brw

P S 49.5 Bor

P S 68.4 Bor

Brw

P S 57 Bor

P S 18 Bor

Brw

BrW

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

- -

--

- -

--

--

--

- -

..

--

--

TH

--

..

- -

--

--

..

- -

66 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Water 

Local level 

site depth 

number (feet)

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139 15

140 30

141 40

142 15

1 7.1

2 14

3 45

4

5

6

7

8

9

10 50

11 6

12 90

13

14

15 60

16 75

17 50

18 80

19

20 8

Date 

mm/dd/yy Use

0

0

0

0

0

0

0

0

o

o

0

o

o

o

o

o

o

0

0

0

0

0

0

0

0

o

0

o

06-01-65

04-05-82

01-05-83

06-11-76

08-05-91 H T

08-05-91 H S

08-05-91 H

H

H

H

H

H

H

01-04-89 H

09-20-85 H

10-18-85 H

H

H

06-17-88 H

05-13-88 H

09-19-88 H

08-11-88 H

H

07-21-89 H

Maximum Specific 

well capacity 

yield (gallons per 

(gallons Draw- minute Pumping 

per down per period 

minute) (feet) foot) (hours)

Conway- -Continued

- -

- -

- -

- -

. .

- -

- -

- -

- -

- -

- -

Eaton

Remarks

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

Project

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

well

Well Went Dry

16

3

20 -- -- .5

15 -- -- 1

30 -- -- 1

6 -- -- 1

10 -- -- 1

1.5 -- -- 1.5

7

8 -- -- .5

5 - - -- .8

10 -- -- 1

0.5 -- -- 1

1 -- -- .5

50 -- -- 1

3 1

6 -- -- 1

4 -- -- 1

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(Johnson

(8/4/91)

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

and

others.

others,

others.

others.

others.

others,

others,

others.

others.

others.

others.

others,

others.

others.

others,

others.

others.

others.

others.

others.

others.

others.

others.

others.

others,

others.

others.

others.

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

1987)

Appendix 1 69
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Altitude

above

sea

level

(feet)

Diameter

of

well

casing

(inches)

Depth 

to

bottom

of

casing

(feet)

Casing

material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Eaton- -Continued

ECW

ECW

ECW

ECW

ECW

21

22

23

24

25

435401

435510

435141

435354

435359

710110

710255

710326

710234

710133

Whicher

L. Kandel

Stavis

Pliskin

Ela

1989

1989

1990

1990

1990

1,060

800

740

940

1,040

40

39

42

39

143

X

X

X

X

X

BrW

BrW

BrW

BrW

BrW

Ef fingham

EFA

EFB

EFB

EFB

EFS

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

1

1

2

3

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

434248

434746

434731

434437

434120

434734

434757

434736

434329

434225

434120

434120

434608

434225

434544

434403

434359

434517

434401

434407

434422

434752

434522

434522

434458

434358

434110

434430

434752

434432

434204

434717

434749

434649

434649

434648

434357

434646

434542

434235

434319

434524

434348

434434

434239

710407

710325

710157

710520

710047

710459

710259

710439

710415

710136

710049

710048

710640

710136

710549

710545

710523

710003

710545

710029

710524

710225

710550

705951

710013

710439

710035

710523

710239

710524

705947

705938

710222

710231

710233

710324

710444

710417

710549

705933

710054

705918

710008

710519

705929

NHDOT

NHDOT

NHDOT

English

Robert Burns

Camp Marist

Fields

Phillip Blay

Merrow, Harry, C

Fields

Pinks ton

Piekut

Mo i son

Chapman

Vivenzio

Lane

Barrett

Kelly

Cragin

Molloy

Edwards

Miller

Wright

Woods

Thurston

Simeal Properties

Suter

Sargent

Highwatch Const

Highwatch Const

Highwatch Learning Center

Smith

Troy

Soule

Lebel

Edwards

Clansey

Edwards

Clark

Forbush

--

1991

1981

1977

1986

1991

1985

1985

1985

1986

1986

1986

1986

1987

1987

1988

1988

1988

1989

1989

1991

1990

1990

1990

1984

1987

1984

1984

1984

1985

1985

1985

1985

1985

1985

1985

1985

1986

530

389

381

425

495

415

395

415

450

535

495

495

420

530

435

510

530

465

510

410

455

390

430

515

415

465

510

430

400

430

495

393

395

1,000

980

660

440

520

440

510

570

535

460

440

510

--

--

--

6

2

8

36

36

36

2

--

--

--

--

--

--

150

25

40

14.6

28

16

12

72

213

65

115

30

39

99

36

40

60

79

69

68

80

147

53

--

40

40

128

60

159

26

151

70

180

40

92

148

--

s

s

s

C

C

C

p

--

--

--

--

--

--

--

X

T

G

O

O

X

O

s

X

s

X

X

X

X

X

X

X

X

X

X

X

X

s

s

X

X

X

T

X

X

X

X

X

X

X

X

X

X

X

TH

TH

TH

TH

Sp

BrW

Dvn

--

Dug

Dug

BrW

Dug

74 . 5 Bor

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

- -

BrW

BrW

BrW

Dvn

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

EFW 42 434630 710529 Highwatch Learning Center 1986 440 126

70 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Eaton- -Continued

ECW

ECW

ECW

ECW

ECW

EFA

EFB

EFB

EFB

EFS

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

21

22

23

24

25

1

1

2

3

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

i

16

65

18

6.4

10.6

9

27.5

20

15

25

150

--

22

35

50

20

27

50

40

10

10

120

15

50

19.5

40

45

70

10

08

08

00

07

07

07

07

07

05

07

10

04

06

10

07

12

01

11

11

09

06

08

03

11

06

10

10

12

04

-02

-21

-00

-10

-10

-10

-10

-30

-08

-28

-20

-11

-20

-27

--

-05

-08

-06

-28

-06

-21

-14

-07

-04

-15

-29

-31

-15

-18

-89

-90

-91

-91

-91

-91

-91

-91

-85

-85

-85

-86

-86

-87

-88

-88

-91

-90

-84

-87

-84

-84

-85

-85

-85

-85

-85

-85

-86

H

H

H

H

H

U

T

T

T

H T

H

H T

H

H T

H T

T

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

T

T

T

H

H

H

H

H

H

H

H

H

H

0.8

5

2.5

60

1.5

60

- -

22

--

3

35

4.5

5.5

10

25

5

6

20

6

1.3

20

2

50

12

18

0.5

32

3

150

100

12

2

1

10

40

30

6

100

0.3

3

2.5

i

i

i

--

Effingham

- -

1

1

1

--

1

1

1

1

1.

1

12

1.

1

3

1

1

1

.5

.5

uses

,5

,5

,5

2

5

.3

.5

,5

,3

,5

,5

,5

,5

,5

.5

.5

.5

Appendix 1 71
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

LongitudeOwner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Ef f ingham- -Continued

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

434427

434441

434728

434451

434432

434550

434457

434636

434636

434744

434410

434405

434344

434741

434745

434444

434420

434447

434442

434447

434653

434529

434242

434527

434449

434401

434521

434449

434315

434446

434620

434443

434451

434301

434738

434426

434744

434746

434721

434720

434427

434621

434423

434421

434620

434745

434200

434724

434447

434549

434718

710113

710720

710228

710727

710457

710545

710007

710546

710545

710326

710444

710550

710046

710322

710322

710057

710042

710717

710725

710735

710315

705957

705936

705924

710058

710439

710001

710722

710004

710720

705947

710524

710742

710142

710326

710702

710305

710304

710521

705936

710510

705940

710043

710044

705938

710318

710013

710501

710056

710009

705934

Peterson

Johnson

Murray

Sheehan

Bowes

Griffin

Kevin

Brennick

Brennick

Gardner

McClean

Gagne

Rave 11

Peckham

DeFanti

Applei

Simmons

Angelo

Leona

Hodge

Fahy

Libby

Le Bel

L. Seamans

Bedard

Robertson

Jean

K. Haggerty

Amaral

Mitchell

Smith

K. Baribeau

Tuttle

Ferber

Towle

Brienzo

Raynes

Hartford

Dig n Doze

J. Lemming -Little

A. Cosentino

Bookholz

Town of Eff ingham

Keville

Colombo

Spiller

Faill

Ossipee Lake Camping

Stackpole

Riordan

Leeming

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1989

1990

1991

1991

1989

1991

1991

1991

1991

1991

1991

1991

1992

1992

1992

1992

530

490

440

440

480

440

420

420

420

400

470

500

530

420

400

530

470

460

480

480

660

520

520

560

540

480

500

450

500

450

500

440

460

520

420

480

400

400

420

410

460

440

480

480

440

400

485

415

540

570

410

117

120

80

39

25

80

70

61

55

54

39

45

39

79

80

100

84

53

79

91

103

47

148

186

106

30

117

47

63

47

141

74

59

49

60

213

80

80

201

98

140

20

120

120

20

151

120

100

100

120

150

X

X

X

s

X

X

X

s

X

X

X

X

X

X

X

X

s

X

X

X

X

X

X

X

X

X

s

X

s

X

s

X

X

X

X

X

X

X

X

s

X

X

s

X

X

X

X

X

X

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

72 Geohydrology and Water Quality of Stratifled-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local

site

number

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

SFW

3FW

3FW

SFW

SFW

!FW

SFW

JFW

ZFW

SFW

!FW

:FW

;FW

:FW

:FW

:FW

!FW

!FW

:FW

T-W

FW

FW

FW

FW

FW

FW

FW

FW

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

Water

level

depth

(feet)

55

40

25.5

60

50

7

7

20

14

65

65

40

5

39

8

20

10

31

31.5

20

10

35

20

25

30

6

16

20

16

3

6

40

Date

mm/dd/yy

10-03-86

09-25-86

05-13-87

06-24-87

06-03-87

05-13-87

05-12-87

09-09-87

12-14-87

12-22-87

10-28-87

03-17-88

05-08-88

04-17-88

05-19-88

09-27-88

08-11-88

10-22-88

10-26-88

--

08-11-89

08-30-89

08-30-89

08-22-90

04-11-91

04-02-91

08-16-89

08-04-91

07-20-91

08-24-91

08-15-91

10-17-91

08-25-92

Use

H

H

H

H

H

H

H

T

T

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Maximum 

well 

yield

(gallons Drawper down

minute) (feet)

15

30

3

17

15

6

0.7

20

55

2

1

1.8

5

15

10

50

18

12

6

6

15

4.5

6

4

8

6

12

16.5

15

16.5

13

30

5.5

30

3

5

4

40

1.5

5.5

15

8

8

4.5

6

50

14

7.5

30

5.5

25

Specific 

capacity 

(gallons per

minute Pumping

per period

foot) (hours) Remarks

Ef fingham- -Continued

2.5

.5

.5

2

1

1

.5

1

48

.5

.5

1

.5

1

1

.5

1

1

.5

.5

1

.5

1

1

1

1

.5

1

1

1.5

1

8

6

1

.5

1

1

.5

1

.5

1

1

1

1

1

1

1

1

1

1

1

Appendix 1 73
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

FLS

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

1

3

4

5

6

7

6

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

26

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

46

49

50

51

52

53

Latitude

434941

434753

434744

434745

434844

434645

434643

434639

434833

434626

434612

434918

434919

434859

434900

434642

434622

434904

434912

435049

434941

434944

434646

434856

434730

434734

434750

434857

434621

434924

434917

434736

434654

434650

434743

434731

434907

434827

434626

434807

434855

434819

434625

434819

434620

434734

434921

434747

434756

434616

434729

434602

Longitude

710607

710122

710138

710138

710455

710454

710451

710605

710549

710540

710513

710626

710619

710622

710633

710625

710627

710916

710926

710540

710606

711030

710644

710940

710123

705926

710101

710455

710503

710613

710609

710633

710442

710451

710154

710653

710608

710508

710501

710441

710445

710508

710455

710450

710458

710631

710628

710148

710454

710508

710650

710449

Owner or user Year 

completed

Altitude 

above 

sea 

level 

(feet)

Diameter 

of 

well 

casing 

(inches)

Depth 

to 

bottom 

of 

casing 

(feet)

Casing 

material

Depth 

to 

bottom 

Type of open Type 

of section of 

finish (feet) site

Freedom

420

Davis

Schluter

Schluter

Mitchell

John Gallant

Camp Huckins

Hormell

Camp Calumet

Camp Calumet

North Country Lumber

YMCA Camp Huckins

Hobbs, Richard, L

uses

Lorraine Gaguine

Edward Reed

Buck

Mcvey

Silver

Fielding

Hardy

Cull inane

Hill

Dorian

Moore

Falanga

Widmer

Adderley

MacDonald

Cull inane

Rotandi

Milotte Association Control

Storey

Fitzpastrick

Codner

Anson

Rainone

Blake

zampante

Lawnicki

Boyd

1990

1988

--

1972

1988

1987

1970

1950

1986

1986

--

1971

1976

1985

1989

1969

1986

1991

1991

1991

1968

1984

1984

1984

1984

1984

1985

1985

1985

1986

1986

1986

1986

1986

1985

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1988

400

405

395

422

425

425

409

415

420

420

455

410

410

425

406

415

418

426

410

410

455

415

415

390

405

395

450

430

430

420

450

460

450

410

440

445

430

430

430

455

430

430

430

430

430

465

405

420

430

460

430

2

2

6

2

3

2

46

1

3

2

2

2

2

6

3

--

--

--

--

15

18

20

--

15

50

61

13

8.3

22

4.9

27

35

58.7

37.5

18

--

25

--

25

99

119

160

30.5

112

19

41

30.5

29

34

62

62

27

140

44

113

100

s

s

s

s

s

s

c

s

c

s

G

p

p

p

s

s

--

--

--

T

T

T

X

T

T

T

T

T

X

T

T

T

- -

O

T

X

X

0

T

T

S 58.7

S 39.5

S 20

X

T

X

X

s

s

s

X

X

s

X

X

X

s

X

X

s

s

s

s

s

s

s

X

s

X

X

Sp

Dvn

Dvn

Dvn

Brw

Dvn

Dvn

Dvn

Dvn

Dvn

Brw

Dvn

Dvn

Dvn

Dug

Dvn

BrW

BrW

Dug

Dvn

Dvn

Bor

Bor

Bor

BrW

Dvn

Brw

Brw

Brw

BrW

Brw

Brw

Brw

--

Brw

Brw

--

BrW

BrW

BrW

FLW 54 434910 710607 Welch 1988 450 71 BrW

74 Geohydrology and Water Quality of Stratifled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Water

Local level 

site depth Date 

number (feet) mm/dd/yy

Maximum 

well

yield 

(gallons

per

Drawdown

Use minute) (feet)

Specific

capacity

(gallons per

minute

per

foot)

Pumping

period

(hours) Remarks

FLS

Freedom

FLW 

FLW 

FLW 

FLW 

FKW 

FKW

FLW 

FLW 

FLW 

FLW 

FLW

FLW 

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

3 

4 

5 

6 

8 

9

9

10 

11 

12 

13

14 

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

36

2.6

3.6

32

7.5

15.3

10

48

47.5

16.5

45.5

40

18

50

45

85

22

25

40

27.5

22

19

23

49

20

10

28

40

35

06-

06-

07-

07-

10-

12-

10-

12-

08-

11-

10-

07-

06-

09-

10-

09-

11-

11-

11-

04-

05-

06-

06-

08-

10-

10-

01-

--

05-

--

06-

30-

31-

09-

24-

11-

05-

29-

18-

25-

03-

27-

16-

11-

20-

18-

18-

22-

24-

07-

11-

06-

18-

10-

14-

08-

83

91

91

86

91

91

91

84

84

84

84

85

85

86

86

86

86

86

85

86

86

87

87

87

87

87

87

87

88

H 

H 

U 

H 

H 

H

H 

H

T 

H 

H

H 

H

H

T

H

T H

T H

H

H

T H

O

0

0

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

5

-

-

-

-

-

.

-

2

20

7

25

10

1

1

25

0

2

12

5

40

1

16

12

7

6

10

10

30

1

15

25

4

.5

-

-

-

-

-

-

.5

.5

.8

.5

.5

.5

.5

.5

.5

.5

Rust stains

point still draws up sand

Well will go dry

USGS 

USGS 

USGS

FLW 54 25

Appendix 1 75
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

Latitude

434801

434803

434854

434815

434802

434738

434822

434838

434849

434807

434855

434823

434941

434918

434757

434742

434857

434849

434755

434849

434820

434918

435014

434900

434912

435028

434812

435104

434931

434830

434743

434918

434828

434746

434902

434826

434824

434824

435030

434920

434754

434819

434818

434821

434828

434753

434839

434821

434833

434837

434831

434839

434819

434750

Longitude

710233

710148

710455

710618

710506

710700

710512

710651

710605

710701

710454

710500

710357

710507

710019

710706

710451

710454

710004

710452

710718

710627

710446

710853

710925

710212

710513

710117

710709

710801

710206

710416

710630

710000

710447

710805

710458

710511

710112

710627

710747

710505

710451

710723

710800

710705

710800

710718

710802

710803

710801

710809

710514

710703

Owner or user

Mitchell

velez

Silvia

White

O ' Leahrey

Neergaard

Gagnon

C. Goddu

Williams

Klein

Hudson

Barton

Deyoe

Margeson

Fall

Pine Landing

Tinlyson

Cagavant

Swenson

Wilson

Clark

Mitchell

Davis

Coleman

Camp Calumet

Kilroe

Sargent

Schaffroth

Pascoe

Pappas

Read

Peters

Kenison

Rines

Fratus

Proia

Wyman

Quinn

Neuberger

Mudgett

Irwin

Hogan

Milotte Assoc Contr

Robbins

Tarr

Gaudet

Mullens

Dickson

Burney

Saltamartini

Conley

Williams

Pelton

Fuller

Year

completed

Freedom -

1988

1988

1988

1988

1988

1989

1989

1989

1989

1988

1990

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

-Continued

400

395

450

410

420

415

430

430

445

430

450

420

680

490

440

420

450

440

420

440

440

460

600

440

440

720

420

820

540

450

390

540

410

400

480

430

420

420

930

460

415

420

420

440

450

430

500

440

460

470

450

460

420

430

Depth 

to

bottom

of

casing Casing

(feet) material

65

51

50

80

59

60

41

53

249

63

26

46

40

60

40

63

50

32

29

65

41

57

39

160

95

33

120

70

156

60

110

112

41

41

54

60

30.5

35

41

163

39

41

30.5

171

39

19

1

211

39

88

43

237

35

22

Type

of

finish

X

X

X

X

X

X

s

s

X

X

s

X

X

X

X

X

X

X

X

s

s

X

X

X

X

X

X

X

X

X

X

T

X

X

X

s

s

X

X

X

s

s

X

X

s

X

X

X

X

X

s

s

Depth 

to

bottom

of open Type

section of

(feet) site

Brw

BrW

BrW

BrW

BrW

BrW

--

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

--

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

BrW

Dvn

Brw

BrW

BrW

- -

BrW

Brw

BrW

- -

Brw

BrW

Dug

Brw

BrW

BrW

BrW

Brw

- -

--

76 Geohydrology and Water Quality of Stratified-Drift Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Freedom- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

15

40

20

40

15

25

33

50

21

22.5

JO

40

25

--

20

40

15

21

46.5

45

35

10

50

20

--

20

15

25

5

--

80

4

22

28

70

45

15

25.5

21

40

20

11

8

28

20

25

20

25

11

05

07

07

07

10

06

07

07

11

04

06

06

06

08

09

10

10

10

05

07

05

12

12

01

04

05

05

09

09

10

10

10

10

11

11

11

12

03

04

03

05

05

05

06

07

06

-13

-05

-15

-16

-27

-03

-29

-13

-04

-25

-02

-29

-29

-07

-17

-13

-27

-26

-25

-06

-21

-04

-15

-28

-22

-15

-23

-17

-17

-03

-11

-17

-21

-15

-29

-28

-11

-10

-13

-03

-28

-28

-29

-01

-04

-07

-88

-88

-88

-88

-88

-89

-89

-89

-90

-84

-84

-84

-84

-84

-84

-84

-84

-84

-85

-85

-85

-85

-85

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-87

-87

-87

-87

-87

-87

-87

-87

-87

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

3

1

7

3.5

2

15

12

7

5

12

3.5

12

8

0.8

2

6

4

3

25

4

6

10

0.5

1.3

12

5

3

6.5

9

60

2

1.5

10

150

4

15

15

15

3.5

15

0.3

16.5

16

12

10

20

28

3

150

50

100

100

16

10

--

i

2

1

2

2

1

48

1

5

3

2

1

1

--

10

1

1

1

1

1

2

2

1

1

3

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

,8

.5

.5

,5

.5

.5

,5

,5

,5

.5

.5

.5

.5

.5

.5

.5

Appendix 1 77
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

Latitude

434844

434801

434832

434817

435126

434826

434842

434844

434817

434927

434758

434934

434821

435041

434832

434830

434755

434747

434745

434745

434804

434837

434830

434915

434913

434924

434749

434857

434851

435032

434807

434837

434846

434902

434924

434826

434751

434820

434742

434833

434837

435103

434830

434801

434851

435108

434813

434833

434827

434815

434834

434843

434846

434849

434913

Longitude

710453

710218

710805

710806

710325

710807

710803

710805

710717

710626

710707

710640

710807

710350

710805

710806

710209

710732

710400

710400

710332

710802

710504

710652

710628

710627

710700

710613

710452

710116

710716

710809

710808

710858

710421

710758

710658

710248

710706

710802

710806

710153

710212

710152

710439

710411

710312

710425

710805

710257

710811

710759

710805

710801

710657

Owner or user

Grunst

Atherton

Mckay

Becht

Hampton

Phillips

Foley

Coles

McCarthy

McCowan

Poisson Const

Quinn

Perella

Gafner

McKay

Gilbride

Cloutier

Tersolo

Freedom Village Condo D

Freedom village Condo D

Haynes

Chevalier

Dig & Doze Const

Davidson Jr

Tabor

Belville

Mailman

Sands

alien

Reks

C. Campgrounds Inc

Leonard

Grimes

Neergard

Paris

Staton

Nelson

Battles

Pine Landing Devel

Cardin

Soep

Perry

Nason

Donahue

Morin

Roberts

Niblett

Goode

Casey

Dig & Doze

Tauro

Nigro

Dix

Long

Palmer

Year

completed

Freedom -

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1989

1989

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

-Continued

430

420

440

410

740

430

490

480

440

460

430

440

415

1,060

440

430

410

420

410

410

420

490

420

440

440

460

430

420

440

900

440

450

480

430

540

440

430

460

420

460

460

1,040

440

400

460

700

400

490

430

420

440

500

490

480

440

Depth 

to

bottom

of

casing Casing

(feet) material

31

19

30

105

60

73

192

191

35

71

60

53

151

39

32

30

29

39

47

40

60

74

31

51

57

70

40

27

35

60

73

210

265

60

87

40

33

80

41

40

100

40

69

41

40

261

79

40

66

40

125

101

254

179

44

Type

of

finish

s

X

X

X

X

X

X

X

s

s

X

s

X

X

X

X

X

X

X

X

X

X

s

s

s

s

X

s

s

X

s

X

X

X

X

X

X

X

s

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

s

Depth 

to

bottom

of open Type

section of

(feet) site

BrW

BrW

BrW

BrW

BrW

BrW

BrW

--

BrW

--

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

--

- -

- -

..

BrW

- -

BrW

..

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

- -

78 Geohydrology and Water Quality of Stratified-Orift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Freedom- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

15

25

25

20

43

54

17

52

30

38

100

35

18

25

20

10

10

10

35

23.5

31

41

51

12

21

25

30

60

20

25

45

30

25

25

22

15

60

10

10

60

45

--

18

30

18

07

08

09

08

08

08

09

10

08

10

11

11

11

10

10

03

03

04

04

04

05

06

06

06

07

08

05

05

05

05

06

07

07

07

07

05

11

10

10

11

12

04

04

04

-11

-27

-11

-13

-13

-11

-22

-10

-27

-10

-04

-23

-24

-27

-14

-29

-30

-11

-06

-30

-07

-13

-11

-18

-30

-01

-03

-25

-31

-31

-24

-19

-19

-16

-04

-05

-09

-27

-28

-04

-01

-20

-20

-29

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-87

-88

-88

-88

-88

-88

-89

-89

-89

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

P

P

P

H

H

H

Z

H

H

H

H

H

C

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

25

15

9

8

1

15

2.5

3

7

8

4

15

2

5

1

5

2.5

60

40

40

3

4

7

10

15

12

100

40

12

0.3

200

150

60

5

5

20

7.5

3

13

6

5

10

100

150

0.5

0.8

10

1

9

2.5

15

1

12

10

15

3

1

1

1

1

1

2

1

1

2

1

2

1

1

1

1,

1

1

2

1

1

2

1

4

1

--

1,

1

1

1

1

1

1

1

1

2

.5

.5

.5

.5

,5

.5

.5

.5

.5

.5

.5

,5

,5

,5

.5

,5

,5

.5

.5

.5

,5

.5

.5

Appendix 1 79
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

Latitude

435059

434848

434845

434843

434816

434902

434736

435051

434841

434900

434818

434922

434747

434845

434843

434831

434830

434821

434820

434819

434810

434748

434837

434901

434846

435021

434830

434746

434933

434756

434815

434952

434746

434921

434800

435041

434758

Longitude

710153

710447

710759

710803

710720

710901

710631

710200

710800

710448

710324

710337

710329

710805

710705

710751

710749

710756

710756

710754

710439

710619

710645

710620

710711

710447

710442

710141

710631

710218

710803

710031

710735

710422

710236

710221

710219

Owner or user

Perry

Owens

Corcoran

Amico

Kondrat

McKechnie

Abode

Bittner

Stone

Johnson

Eldridge

Wheeler

Lawler

Mcfaun

Neal

Bolduc

Bolduc

Hul slander

Coughlin

She 11 hammer

Rollins

Keenan

Hunt

Deluca

Coll ins

Walz

Sanders

Farnella

Ogren

Cummings

Mazzeo

worth

Boynton

Brooks

Grossman

Fauver

Farinella

Year

completed

Freedom -

1989

1989

1989

1989

1989

1989

1989

1990

1989

1990

1990

1990

1990

1990

1991

1989

1989

1989

1989

1989

1991

1991

1991

1991

1991

1991

1991

1992

1992

1992

1992

1992

1992

1992

1992

1992

1993

Alt!- Diatude meter

above of

sea well

level casing

(feet) (inches)

-Continued

1,020

440

500

500

440

420

460

1,040

500

480

420

620

420

490

440

540

520

430

430

430

420

420

440

420

450

590

440

400

420

400

410

830

420

540

400

890

400

Depth 

to

bottom

of

casing Casing

(feet) material

60

50

141

153

195

71

172

39

91

60

60

34

53

196

26

43

43

41

86

86

11

35

53

58

29

49

49

33.5

35

49

74

36

21

108

80

119

54

Type

of

finish

X

X

X

X

X

X

X

X

X

X

X

X

X

X

s

X

X

X

X

X

--

s

s

s

X

X

s

s

X

X

X

X

X

X

X

X

Depth 

to

bottom

of open Type

section of

(feet) site

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

..

- -

BrW

BrW

- -

Brw

Brw

Brw

BrW

BrW

BrW

Brw

Brw

Hart's Location

HJW

HJW

HJB

HJB

HJB

HJB

HJB

HJB

JAB

JAB

JAB

1

2

1

2

3

4

5

6

1

2

3

440444

440442

441200

441152

440911

440647

440645

441013

441331

441207

440843

711919

711913

712425

712428

712154

712115

712115

712306

711512

711418

711122

Badger Realty

Stucchi

1985

1990

--

Jackson

--

760

760

1,487.5

1,459.8

1,153.7

1,020.1

1,002.6

1,287

1,583.3

1,152.6

992

119

79

--

--

- -

--

X

s

--

--

Brw

_ _ _ .

TH

TH

TH

TH

TH

TH

TH

TH

TH

80 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Freedom- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

162

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

300

15

40

40

35

60

100

10

30

19

20

30

10

10

20

6

18

39

29

6

5.5

20

4

30

15

60

20

09

07

06

06

08

08

09

05

06

04

09

09

09

09

09

05

06

06

08

10

05

02

05

07

09

10

06

-14

-07

-12

-16

-18

-17

-19

-19

-10

-13

-21

-19

-07

-08

-09

-18

-01

-01

-04

-29

-17

-28

-14

-30

--

-23

-10

-08

-89

-89

-89

-89

-89

-89

-89

-89

-90

-91

-89

-89

-89

-89

-89

-91

-91

-91

-91

-91

-92

-92

-92

-92

-92

-92

-93

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

i

2

6

2.5

100

35

30

5.5

2

4

3

2.5

3.3

4

7.5

100

75

1.5

5

2

4.5

30

12

30

4.5

5

2

25

30

50

8

2.5

15

3

3.5

3

7

2

i

i

i

i

i

i

2

2

2

2

8

1

..

15

2

2

1

1

1

1

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

Hart's Location

HOW

HOW

HJB

HJB

HJB

HJB

HJB

HJB

JAB

JAB

JAB

1

2

1

2

3

4

5

6

1

2

3

--

P

H

U

U

U

U

U

U

U

U

U

15

25

. .

- -

- -

..

- -

8

- -

--

--

- -

--

Jackson

- -

5

Appendix 1 81
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Jackson - - Cont inued

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

441101

441102

440938

440800

441013

441009

441006

440825

440957

440939

440855

440809

440831

440910

441143

440818

440852

440909

440821

441001

440919

440830

440832

440839

440851

440919

440841

440838

441017

441010

440938

440922

440938

440834

440917

440914

440815

441029

440836

440933

440934

440919

440904

440928

440921

440931

440832

440832

441055

440830

440914

440843

440919

440917

440920

711043

711043

711113

710657

711143

711146

711016

711042

710933

711222

711006

711033

711117

711025

711145

711029

711153

710931

711036

711138

710938

710937

710939

710939

710955

710930

710942

710938

711139

711001

711122

710926

711242

710937

711054

711154

711029

710920

710937

711025

711027

711222

711051

711107

711107

711009

710945

710943

711340

710944

710941

710951

711221

710931

710953

Brown

Brown

Krusman

Cahill

Kenney

Wheeler

Tassanari

Malley

Tannehill

Dodge

Abbott

Mallett

Kennedy

Snow

Woodward

Wilson

Chapman

Meal

Hartman

Speirs

Leonard

Mahan

Ma lames

Bailey

Rupprecht

Alien

Sweeney

White

Brown

High Pasture Developer

Kenney

wise

Kent

worrall

Cahill

Genovese

Milan

Lyons

Cochran

Badger Realty

Badger Realty

Santos

Mallott

Eagle Mountain House

Eagle Mountain House

Falconeiri

O'Brient

Anzivino

Bermingham

Sposato

Lodi

Santos

Maloney

Tammarack Construction

1980

1987

1984

1986

1984

1984

1984

1984

1984

1984

1985

1984

1984

1984

1984

1984

1984

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1,160 36

1,160 6

940

935

990

1,150

1,380

840

1,330

1,210

1,280

1,040

760

1,100

1,210

980

860

1,730

920

1,020

1,560

1,620

1,600

1,640

1,400

1,640

1,600

1,660

1,020

1,400

970

1,630

980

1,640

940

870

1,020

1,680

1,660

1,090

1,090

880

900

940

980

1,160

1,500

1,530

1,040

1,520

1,560

1,450

880

1,660

1,360

24 C

180 S

29

36

71

27

211

271

29

295

108

50

428

60

211

120

19

155

26

80

52

60

39

240

80

30

40

94

15

23

19

147

57

20

107

174

185

50

79

75

150

39

39

20

737

152

149

27

109

114

76

150

60

137

0

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

--

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Dug

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

..

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Brw

Brw

82 Geohydrology and Water Quality of Stratlfied-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Jackson- -Continued

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

18

40

20

41

50

45

15

90

15

80

25

25

25

35

36

75

30

15

33

--

145

30

50

65

150

80

08-

06-

08-

08-

08-

09-

10-

09-

08-

11-

07-

09-

09-

09-

10-

06-

07-

09-

09-

07-

09-

11-

11-

11-

11-

07-

06-

01-

08-

10-

23-

03-

07-

27-

24-

28-

24-

23-

27-

30-

04-

01-

19-

03-

20-

25-

12-

19-

11-

16-

91

84

84

84

84

85

84

84

84

84

85

85

85

85

85

86

86

86

86

87

87

87

87

87

87

i

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

10

12

50

55

10

3

4

200

5

2.8

2.5

2

3.5

9

2

4

1

4

30

6

4

30

3

0.3

8

2

1.5

10

55

40

7

5

10

5

20

12

30

2

100

100

50

50

60

5

3

30

1

9

6

30

3.5

35

12

6

- -

i

i

i.

i

i

i

i

i

i

i

i

2

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

contains iron

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

,5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

Appendix 1 83
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

LatitudeLongitude

Owner or user Year 

completed

Alti- Oia- Depth 

tude meter to 

above of bottom 

sea well of 

level casing casing 

(feet) (inches) (feet)

Depth 

to 

bottom 

Type of open Type 

Casing of section of 

material finish (feet) site

Jackson- -Continued

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

MBA

MBB

MSB

MBB

MBB

MBS

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

1

1

2

3

4

1

1

2

3

4

5

6

7

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

440905

441147

440957

440859

440818

440947

441138

441021

440855

440836

441007

440927

441130

440903

440946

440935

440954

440957

441001

440912

440912

440737

440744

435618

435053

435315

435547

435333

435314

435010

435002

435102

435102

435059

435104

435317

435529

435054

435052

435142

435545

435122

435155

435059

435259

435054

435141

435145

435130

435054

435054

711036

711354

711317

711003

711043

711129

711136

710911

711220

710946

711133

711213

711345

711243

711230

711108

711125

711134

711048

711024

710948

710735

710658

710917

711019

711012

710931

710935

711048

711017

711111

710954

710954

710957

711046

711021

710956

711132

711027

711102

710853

711121

711111

711108

711044

711038

711117

711116

711120

711043

711042

Chase

Poirier

Helbich

Leonard

Kramp

He i stand

Chipman

Peter son

Graves

Lafond

Jenkins

Salerno

Maynard

Levering

Tesone

Williams

Bordash

Kehoe

Jenkins

Stone

Russo

Tinker

Holmes

NHDOT

NHDOT

NHDOT

NHDOT

JOHN F. CHICK

New Eng Lumber

Madison Lumber Mill

Garland

Garland

Josepth Vonhandorf

Kevin and Kate walker

Henry For rest

Kevin VOLLMAR

uses

Kurinskas

McNall

Daigel

D'Arezzo

Cormack

Shank

Nichols

VonHandorf

wasson

Ham

Fern Const

Cummings

McLoughl in

1987

1987

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1989

1990

1990

1991

1991

1991

1991

1992

1992

1988

1988

Madison

1992

--

1956

1983

1974

1969

1981

1980

1981

1991

1984

1984

1984

1985

1984

1985

1986

1986

1986

1986

1986

1986

1986

960

1,200

940

1,330

920

980

1,220

1,610

1,000

1,480

980

1,000

1.060

1,030

1,120

940

980

1,000

1,100

1,110

1,460

900

1,160

500

464.5

469

492

480

485

456

450

495

495

485

485

475

505

480

470

470

550

490

510

485

480

475

510

510

490

485

485

137

19

101

358

153

40

100

232

135

130

45

160

60

147

70

40

60

50

122

432

220

42

121

--

- -

- -

--

6

6

36 15.5

8 87

2 55

36 10.3

2

2 59

- -

..

23

51.5

61

39

30

50

41

29

49

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

~ ~ X " "

X

X

X

X

X

X

--

- -

- -

- -

--

s

X

S X

c o

S G

G T

C 0

S T

P S 59

X

X

X

s

X

s

X

X

X

s

s

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

Brw

BrW

BrW

Brw

BrW

BrW

BrW

BrW

Brw

Brw

BrW

BrW

BrW

BrW

Bor

TH

TH

TH

TH

Sp

Brw

Dug

Cbl

Dvn

Dug

Dvn

Bor

BrW

BrW

BrW

BrW

Brw

BrW

BrW

84 Geohydrology and Water Quality of Stratlfied-Drift Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Water

Local level

site depth

number (feet)

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

MBA

MSB

MBB

MSB

MBB

MBS

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

56

57

58

59 180

60

61 25

62 5

63

64

65

66

67

68 6

69

70

71 10

72

73

74

75

76

77

78

1

1

2

3

4

1

1 9

2

3

4 9.9

5

6

7 6.2

9

10 35

11 20.5

12 70

13 30

14 42

15

16 37

17 30

18 23

19

20

21 11

22 22

23 29

Date

mm/dd/yy

07-13-88

07-29-88

09-20-88

--

06-16-89

05-03-91

--

--

06-01-66

07-16-91

07-16-91

08-01-91

05-19-84

10-25-84

11-14-84

07-06-85

--

10-27-85

02-15-86

04-26-86

06-21-86

09-13-86

06-08-86

Use

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

T

T

T

T

T

U

T

H

U

H

H

H S

H

0

H

H

H

H

H

H

H

H

H

H

H

H

H

Maximum 

well 

yield

(gallons Drawper down

minute) (feet)

2

5

8

3

25

12

6.5

125

15

6

75

6.5

15

20

5

45

150

7

5.5

12

12

150

6

- -

--

- -

6

30

20

4.5

10

1.5

15

0.7

15

2

4.5

60

15

12

Specific 

capacity 

(gallons per

minute Pumping

per period

foot) (hours) Remarks

Jackson- -Continued

.5

.3

1

1

1

1

.5

1

1

1

1

1

.5

1

1

1

1

1

1

1

1

1

1

Madison

uses

- -

Spring is water supply for five houses

- -

Slightly hard

iron stains in tub and toilet

R

High in iron

USGS

1

.3

.5

3

.5

2

1

2

1

2

2

1

2

Appendix 1 85
Table 1 -1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

LongitudeOwner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Madi son - - Cont inued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

435054

435124

435128

435552

435142

435055

435057

435049

435132

435053

435146

435049

435311

435148

435032

435620

435053

435124

435129

435323

435538

435059

435548

435048

435142

435324

435050

435238

435540

435057

435549

435642

435646

435715

435606

435240

435244

435638

435455

435530

435347

435356

435610

435003

435003

435300

435402

435339

435557

435616

435459

435223

435610

711040

711117

711120

710948

711108

711045

711111

711111

711105

711114

711116

711111

710958

711111

711113

710900

711035

711113

711117

711014

710922

711116

710930

711122

711105

711017

711116

711003

710957

711116

710946

710914

710932

710913

710832

711002

710956

710716

710857

710959

711106

710847

710654

711111

711111

711130

710940

710924

710834

710706

710856

710622

710712

Moschella

Cuitunings

Simkins

Hill

Cunio

Gumming s

Nickerson

Wills

Bourque

Hamel

Ham

Wills

Dudley

Herzog

Ross

Durkee

Vonhandorf

James

Dalis

Sherwood

Husted

Luca

Knott

Aglwin

Rand

Sherwood

Eldridge

Beck

Tello

Chase

Scoppettuolo

uses

Village District of Eidelweiss

Dreston

Ramell

Packard

Chap lick

Shipulski

High Street Association

Fleischmann

Tangur

Madison Saw Mill

Madison Saw Mill

Bartlett

Arnold

Town of Madison

Village Dist of Eidlewe

Mac 1 eon

McNaulto

Pitts

Potvin

1986

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1989

1990

1990

1990

1990

1988

1992

1992

1992

1984

1985

1984

1984

1984

1984

1984

1984

1984

1984

1984

1985

1985

1985

1985

1985

1985

1985

480

490

490

500

490

485

490

470

480

470

510

470

500

510

470

570

470

490

490

470

505

470

490

475

475

470

470

510

495

470

500

475 2

550 2

470 2

580

670

540

650

720

540

640

580

660

440

440

720

610

510

560

655

700

760

655

49

29

70

120

67

49

55

110

100

53

30

58

60

57

44

60

32

59

29

17

113

59

90

53

52

60

58

54

50

174

109

47 P

66 P

47 P

60

20

106

93

110

35

61

99

59

60

19

17

19

36

35

86

59

--

s

s

X

X

X

s

s

X

s

X

X

X

s

s

X

s

s

s

X

s

X

s

X

X

s

s

X

--

s

s

s

X

X

X

X

X

X

X

X

--

X

--

X

X

X

--

BrW

BrW

BrW

- -

Brw

BrW

BrW

BrW

BrW

Dug

BrW

BrW

BrW

BrW

BrW

--

49 Bor

69.1 Bor

49 Bor

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

- -

BrW

Dug

Dug

BrW

BrW

BrW

Dug

86 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MMBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

Water 

level 

depth 

(feet)

27

22

40

31

33

40

40

34

30

30

60

39

27

--

10

44

23.5

9

50

30

36

20

28

34

42.5

30

40

15

6.4

66

10

40

40

--

35

50

60

20

20

20

20

8

7

16

6

120

2

6

Date 

mm/dd/yy

06-29-86

07-05-86

09-30-86

04-13-87

05-16-87

06-25-87

08-01-87

07-29-87

08-09-87

12-28-87

11-13-87

04-02-88

05-21-88

08-21-88

07-11-88

07-06-88

07-29-88

12-20-88

01-17-89

06-24-89

06-06-89

10-25-89

01-21-90

08-19-90

11-01-90

11-05-90

09-13-88

08-07-92

08-07-92

08-06-92

05-15-84

05-16-85

06-08-84

06-10-84

07-04-84

08-06-84

10-01-84

11-14-84

11-14-84

--

05-22-85

06-13-85

06-14-85

03-19-85

04-05-85

06-09-85

04-15-85

Use

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

0

0

0

P

H

H

H

H

H

H

H

H

N

N

H

H

C

P

H

H

H

H

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

15

15

20

15

2

17

15

30

5.5

12.5

7

30

1.3

10

16.5

2

30

9

15

2

25

20

13

6

1

15

15

100

30

20

- -

- -

3.5

0.5

5

4

3

8

4

40

35

35

0.3

- -

35

25

30

0.8

20

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Madison- -Continued

2

1

1

1

1

2

1.5

48

1

2

1

12

.5

2

2

1

1

1

1

3

12

1

2

1

.5

1

2

.5

.5

.5

USGS

USGS

USGS

.5

1

.5

.5

.5

.5

.5

3

4

.5

1

.5

.5

1

2

Appendix 1 87
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

LongitudeOwner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Madison- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

435318

435120

435357

435740

435239

435540

435539

435319

435345

435633

435351

435318

435135

435220

435214

435222

435339

435359

435416

435335

435149

435130

435636

435405

435204

435611

435352

435541

435607

435129

435422

435421

435648

435715

435422

435609

435417

435318

435321

435255

435249

435328

435143

435148

435424

435429

435323

435403

435634

435332

435253

435316

435116

710941

710903

710852

710721

710542

710926

710924

711029

710842

710649

710944

710941

711113

710549

710708

710556

710847

711125

710844

710844

710818

710537

710655

710850

711104

710703

710838

710856

710700

711120

710949

710949

710708

710712

710946

710707

710823

710951

710949

711137

710939

710946

711118

711112

710949

710950

710953

710849

710707

711100

710934

710950

711058

MacDonald

Dandeneau

Town of Madison

Solo School

viana

PDF Realty

PDF Realty

Drew

Bnunel

Wiggin

Tompkins

MacDonald

walsh

Ellis

Shackford

Sivo

Martin

Richardson

Hanson

Greenwood

Davidson

Hoyt

Kibertz

Savary Bros

Jackson

Suga

Crafts

Chap low

Joyce

Haepers

Gustaf son

Olds

Noyes

Lawrence

O'Neil

Donaldson

Gillis

Fernbach

Martin Ferbach

Carpenter

Bates

Sherwood

Ham

Ham

Lord Gustafson Assoc

Lord Gustafson Assoc

Anderson

Madison church

Rube r a

Stepanauskas

Gove

Brosor

Fortin

1984

1985

1985

1985

1985

1986

1986

1986

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1984

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

550

480

560

620

660

510

510

480

570

680

540

550

490

670

1,060

680

620

690

700

590

720

500

690

620

500

660

600

540

670

480

630

630

760

700

630

660

880

530

530

740

570

500

500

500

640

640

480

620

660

600

580

540

480

60

85

100

140

109

134

17

23

140

90

29

59

29

19

25

25

40

19

30

60

20

147

20

182

31

64

33

49

29

29

29

261

19

39

29

245

20

20

29

19

51

30

50

39

39

39

160

117

68

39

29

44

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

s

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

s

Dug

--

Brw

Brw

Brw

Brw

Brw

Dug

Dug

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

Brw

Dug

Brw

Brw

BrW

BrW

BrW

BrW

BrW

BrW

Brw

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

BrW

Brw

Brw

BrW

BrW

Brw

BrW

Brw

Brw

BrW

MBW 130 435459 710739 Patriani 1987 1,100 31 BrW

88 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Orawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Madison- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MMBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

4BW

4BW

4BW

4BW

 raw

4BW

4BW

4BW

4BW

ffiW

ffiW

ffiW

ffiW

ffiW

IBW

ffiW

IBW

IBW

[BW

BW

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

12

28

90

40

25

30

30

10

20

30

45

15

40

70

7

45

12

12

40

21.5

67

30

65

5

70

20

25

25

5

20

20

34

10-20- 84

07-02-85

07-22-85

08-15-85

09-18-85

05-19-86

05-20-86

08-27-85

08-15-85

09-11-

10-

12-

12-

05-

07-

06-

06-

08-

07-

08-

08-

08-

08-

10-

10-

04-

02-

04-

06-

05-

06-

07-

85

18-85

18-

19-

--

14-

09-

02-

22-

20-

22-

19-

15-

14-

21-

17-

24-

14-

28-

17-

03-

11-

30-

16-

85

85

86

86

86

86

86

86

86

86

86

86

86

86

87

87

87

87

87

87

87

H

H

H

T

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

10

50

35

60

3

10

8

- -

9

5

20

3

1.8

1.5

75

12

4

50

40

5.5

1.5

7

. .

0,5

50

7

2.5

5.5

15

20

150

4

3

150

150

30

1.5

5

4

12

12

4

3

100

9

4

3.5

4

15

2

3

12

2

2

1

1

1

1

1

1

1

1

1

1

--

1

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

1

--

1

1

1

1

1

1

2

.5

.5

.5

.5

.5

-

.3

.5

.5

.

.5

.5

.5

.5

,5

.5

1BW 130 60 08-18-87 50 .5

Appendix 1 89
Table 1 -1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

LatitudeLongitude

Owner or user Year 

completed

Altitude 

above 

sea 

level 

(feet)

Dia- Depth 

meter to 

of bottom 

well of 

casing casing Casing 

(inches) (feet) material

Depth 

to 

bottom 

Type of open Type 

of section of 

finish (feet) site

Madison- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

435316

435654

435221

435049

435257

435215

435057

435417

435203

435418

435431

435431

435352

435112

435610

435241

435259

435528

435230

435316

435046

435305

435325

435733

435538

435319

435228

435258

435359

435148

435555

435727

435618

435457

435623

435512

435611

435358

435734

435416

435337

435405

435313

435432

435432

435434

435230

435101

435446

435732

435314

435320

435338

435740

710941

710712

710651

711113

711129

710633

711114

710723

710524

710842

710949

710946

710842

711113

710706

710758

710558

711143

710600

710952

711116

710940

710944

710651

710922

710940

710543

711133

710940

711114

710836

710732

710649

710857

710648

711158

710652

711118

710712

710817

710933

711152

711033

710906

710910

710901

710543

711126

710724

711014

710943

710947

710748

710845

Chute

Pettingell

Watson

Gillis

Medeiros

Elworthy

O'Neil

McKnight

Purity Spring Resort

Fuller

Pequawket Assoc

Thompson

Goss

Con ley

Village District of Eidelweiss

McNulty

Kemensky

Bryant

Sherman

Newsom

Savary Bros

Trombley

Kurd

Smith

PDF Realty

Brown

Lancashing

Waterhouse

Forgues

Walker

Eidelweiss

Harrow

Denoncourt

Tessier

Bennett

Baker

Previte Jr

Shackford

Hill

Curtis

Plummer and R. Smokla

McKinney

Saury

Risma

Gwyther

Mcwalter

Williams

Nelson

Thompson - Tucker

Savary

Brady

Soroka

Keylock Homes

Talbot

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1986

1987

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

560

820

900

480

740

860

480

920

460

730

630

620

580

480

660

680

840

760

740

530

480

560

520

520

510

540

750

720

600

500

560

820

660

700

660

720

670

670

590

870

500

580

480

660

630

700

720

480

1,080

660

560

560

840

480

39

209

20

59

39

51

58

17

49

38

29

39

39

57

80

60

54

30

49

30

51.5

149

37

80

134

60

34

30

50

27

29

80

100

90

80

80

84

41

40

221

80

114

44

42

44

39

71

56

74

170

40

39

40

20

X

X

s

X

X

s

--

X

X

X

X

X

s

X

X

X

X

X

X

s

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

s

X

X

X

X

s

X

X

X

X

X

- -

Brw

Brw

Dug

Brw

BrW

Dug

BrW

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

--

Brw

Brw

BrW

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Dug

90 Geohydrology and Water Quality of Stratlfied-Drift Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Madison- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MMBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

40

60

10

36

20

35

8

40

47

21

41

25

25

35

25

25

20

60

15

90

15

30

15

130

146

90

40

60

10

30

28

--

40

42

21

80

15

08

09

08

08

08

07

01

-29-87

-02- 87

-19-87

-10-

-08-

-22-

-08-

87

87

87

87

07-30-87

09

09

10

11

10

12

12

12

11

04

01

01

04

01

01

04

05

07

06

07

07

07

08

07

11

08

12

01

-15-

-11-

-25-

-02-

-26-

-05-

-16-

-02-

-19-

-15-

-26-

-22-

-19-

-29-

-21-

-26-

-21-

-18-

-11-

-05-

-12-

-12-

-16-

-20-

--

-19-

-30-

-02-

-11-

87

87

87

87

87

87

87

87

87

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

89

H

H

H

H

H

H

H

H

P

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

5

20

30

3

4

30

30

75

4

15

4

15

125

100

6

9

4

100

15

5

15

7.5

10

6

0.7

3

9

3

20

6

100

10

20

4

75

3

1.5

3

12

1

15

3

6

3

15

5.5

3

5

25

0.8

i

--

48

1

1

48

1

1

1

1

1

12

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

.5

-

-

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

Appendix 1 91
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Madison- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

435353

435219

435525

435238

435421

435353

435436

435607

435633

435529

435336

435337

435343

435419

435349

435417

435416

435353

435120

435248

435532

435413

435221

435322

435219

435331

435127

435415

435019

435117

435518

435258

435735

435311

435140

435250

435155

435640

435131

435316

435340

435108

435026

435118

435116

435211

435536

435425

435326

435057

435735

435120

435113

435733

435257

710727

710617

711148

710548

710643

710914

710903

710827

710658

710958

710840

710824

710933

710942

710932

710810

710939

710914

711051

710721

711002

710846

710613

710949

710623

710935

710514

711059

711130

711141

710637

711136

710909

710957

711128

710735

711109

710700

711137

711024

710936

711138

711116

711041

711141

711058

711002

711111

711057

711127

711020

711139

711118

710922

711129

Rodgers

Cyr

Mclnnis

Van Raden

Hatten

Madison School Board

Flanders

Vatcher

Rowland

Street Jr

Litchfield

Collord

Rioux

Wonsor

Ferry

Van Wickler

Littlefield

Madison Elementary School

Fortin

D. Wood

Silver Lake Association

Toscano

Case

McKinley

wall

Dolly Madison's Country

Gillard

Deader ick

Audette Jr

Chagnon

Cody

Leavitt

Doe

Hutchinson

Callahan

Morrill

Thompson

Belisle

Savory Bros

Batchelder

Fanciullo

Starkey

Govoni

Rosse

Terra si

Arnold

Perkins

Shackford Jr

Palica

Destremps

VanDyne

A . Bradshaw

Murdock

Rowell

Medeiros

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1988

1989

1989

1989

1989

1989

1989

1989

1990

1990

1990

1990

1990

1990

1990

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1992

1992

1992

1992

1992

1992

1992

1992

1992

1992

1987

1992

1992

1992

1992

1,080

760

750

660

1,080

520

680

640

660

530

580

630

520

620

560

880

640

520

480

920

550

680

700

530

800

480

480

680

460

480

1,140

720

520

500

500

890

500

720

460

477

500

480

470

480

480

480

520

640

560

480

680

480

480

570

740

40

46

54

93

80

94

105

120

110

91

62

17

16

45

80

189

60

39

44

39

79

70

60

40

40

17

20

20

35

68

39

45

159

60

34.8

60

70

191

26

100

70

71

44

35

68

157

61

23

113

58

219

69

59

221

39

X

X

X

X

X

X

X

X

X

X

X

--

X

X

X

X

s

s

X

X

X

X

X

X

s

s

s

X

X

s

X

s

X

--

X

s

X

X

s

s

s

s

X

X

X

s

X

X

X

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Dug

Dug

Brw

Brw

Brw

Brw

--

--

Brw

Brw

Brw

Brw

Brw

Brw

--

Dug

Dug

Brw

Brw

Brw

Brw

--

Brw

Brw

Brw

--

Brw

Brw

Dug

Brw

Brw

BrW

Brw

92 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Madison- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MMBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238 239'

28

5

40

95

4

9

50

45

30

30

25

25

30

5

10

3

26

54

5

31

15

70

24

17

48

29

24

52

40

9

60

40

40

54

43

80

OS03 -

03-

06-

08-

10-

08-

12-

12-

04-

05-

08-

05-

04-

05-

05-

06-

06-

07-

09-

10-

11-

10-

01-

06-

05-

05-

05-

06-

06-

08-

07-

10-

08-

09-

10-

01-

27-

29-

23-

27-

31-

11-

03-

08-

29-

26-

29-

10-

27-

12-

05-

18-

30-

25-

20-

31-

12-

28-

16-

20-

02-

17-

09-

11-

27-

11-

28-

16-

15-

07-

29-

89

89

89

89

89

89

89

89

89

90

90

90

90

91

91

91

91

91

91

91

91

91

91

92

92

92

92

92

92

92

92

92

87

92

92

92

H

H

H

H

H

Z

H

H

H

H

H

H

H

H

H

H

H

T

H

H

H

H

H

H

H

C

H

H

H

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

5

1

3.5

0.7

50

7

30

15

12

8

10

60

13

7.5

3

100

24

20

4

25

15

20

11

2.5

20

15

10

3.5

2

25

7

15

12

20

15

5

10

2

11

17

17

10

6

7

20

12

35

4

11

11

0.8

2

i

i

i

2

1

1

1

1

1

1

1

1

1

48

1

1

1

1

1

1

1

2

1

12

1

1

1

48

2

1

1

2

2

1

2

1

16

1

5

2

1.

1

1

8

5

5

5

5

5

5

5

5

5

Appendix 1 93
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

OXA

OXA

OXA

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXB

OXS

OXS

OXS

OXS

OXS

OXW

oxw

OXW

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

240

241

242

243

244

245

246

247

248

249

250

251

252

253

1

2

3

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1

2

3

4

5

4

5

6

7

8

9

10

11

12

13

14

15

16

17

Latitude

435742

435113

435057

435209

435224

435139

435133

435336

435204

435638

435030

435027

435002

435610

434828

434558

434829

434909

434750

434756

434547

434522

434511

434543

434129

434642

434516

434514

434105

434010

434030

434051

434900

434709

434335

434053

434056

433909

434923

434920

434927

434926

434920

434916

434903

434905

434856

434849

434826

434811

434806

434339

Longitude

710900

711138

711129

710547

710604

710521

711142

710926

711058

710901

711114

711125

711109

710702

711004

710837

711003

711224

711055

711052

710908

710828

710814

710807

710707

710958

711018

711033

710519

710426

710449

710649

711146

711139

710937

710539

710529

710350

711115

711116

711231

711238

711220

711250

711200

711157

711133

711126

710949

711039

711048

710926

Owner or user

Kitchen Jr

Spence

Mermet

Pritchard

Laliberte

Purity Spring Resort

Goc

Jones

Ballentyne

Village District of Eidelweiss

Jones

Lowry

Madison Lumber Mill

Village District of Eidelweiss

LeConte, Paul

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

Lall

Roland Lord

U.S. Post office, Ossipee

Nudd

Virgil Abbott

Virgil Abbott

Doe

Walter Penny

Stanley Ward

Galente

Kirn Ross

Peter cook

Year

completed

Madison1992

1992

1992

1992

1992

1992

1992

1993

1993

1993

1993

1993

Ossipee

1991

--

1979

1987

1987

1985

1989

1973

1989

1951

1964

1986

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

-Continued

470

480

480

540

720

460

460

510

475

520

460

460

450

0

415

410

415

414

413

415

424

434.5

415

412

649.5

440

556

569

515

508

490

635.5

422

590

530

565

525

575

430

430 2

425 6

425 1

420

435 2

425 6

425 2

430 36

435 36

410

415 2

425 2

545

Depth 

to

bottom

of

casing Casing

(feet) material

145

69

59

40

20

120

68

93

171

65 S

49

54.5

- -

- -

.-

- -

- -

- -

- -

- -

- -

- -

- -

- -

..

- -

--

--

- -

..

12 G

100 S

25 S

48 S

250 S

13 G

12 C

9.8 T

18 G

17.5 S

Type

of

finish

s

s

X

X

X

X

X

X

X

s

s

--

--

--

--

--

--

--

T

T

F

T

T

T

G

T

C

0

T

T

T

T

Depth 

to

bottom

of open Type

section of

(feet) site

Brw

Brw

Brw

Brw

Brw

Brw

BrW

TH

Bor

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

Sp

Sp

Sp

Sp

Sp

Dvn

Dvn

Wsh

Dvn

Dvn

Dvn

Brw

Dvn

Dug

Dug

Dvn

Dvn

Dvn

Dvn

94 Geohydrology and Water Quality of Stratlfled-Drlft Aquifers in the Saco and Ossfpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local

site

number

MBW 240

MBW 241

MBW 242

MBW 243

MBW 244

MBW 245

MBW 246

MBW 247

MBW 248

MBW 249

MBW 250

MBW 251

MBW 252

MBW 253

OXA 1

OXA 2

OXA 3

OXB 1

OXB 2

OXB 3

OXB 4

OXB 5

OXB 6

OXB 7

OXB 8

OXB 9

OXB 10

OXB 11

OXB 12

OXB 13

OXB 14

OXB 15

OXB 16

OXS 1

OXS 2

OXS 3

OXS 4

OXS 5

OXW 4

OXW 5

OXW 6

OXW 7

OXW 8

OXW 9

OXW 10

OXW 11

OXW 12

OXW 13

OXW 14

OXW 15

OXW 16

OXW 17

Water

level

depth

(feet)

10

51

43

25

20

2

2

50

12

40

28

29

60

6

6

--

4

20

20

--

20

7.5

5

7.1

3.8

Date

mm/dd/yy

11-07-92

10-24-92

12-12-92

06-28-92

06-26-92

06-24-92

05-27-92

05-03-93

05-20-93

07----93

05-22-93

08-28-93

08-18-87

07-29-91

07-29-91

--

----87

06-13-87

06-11-91

----89

06-11-91

06-11-91

06-11-91

06-11-91

Maximum Specific 

well capacity

yield (gallons per

(gallons Draw- minute Pumping

per down per period

Use minute) (feet) foot) (hours) Remarks

Had! son- -Continued

C 100 -- -- 1

H 12 -- -- 2

H 13 -- -- 2

H 10 -- -- .5

H 6 -- -- .5

C 100 -- -- .5

H 2.5 -- -- .5

H 0.8 - - -- 1

H 25 -- -- 1

P 207 -- -- 72

H 18 -- -- 4

H 20 -- -- 2

T

H 50 -- -- .5

Ossipee

T

U

O

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

1.2

More than one spring in the area

H

T - - - - - - - - High in iron and manganese

T 25 -- -- -- pH=5.8, Fe=l.lppm, hard=20

H

H -- -- -- -- High iron, they do not drink water

H -- -- -- -- Contains salts and iron

H -- -- -- -- R Treat water with lime, iron stains, sulfur S

I

H -- -- -- -- R

H

H

H

H - - - - - - - - Contains iron

H

Appendix 1 95
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

oxw 

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

18 

19

20

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

Latitude

434710 

434811

434747

434033

434038

434057

434126

434158

434713

434534

434528

434233

434233

434623

434623

434916

434344

434653

434149

434221

434719

434057

434103

434107

433938

433937

433936

434738

434732

434126

434206

434852

434408

433916

434726

434658

434801

434918

434823

434533

434356

434905

434917

434055

434018

434733

434352

434158

434404

434648

434644

434401

434716

434403

434817

Longitude

710634 

710526

710537

710449

710506

710542

710650

710648

711023

710832

710816

710639

710639

710928

710928

711054

710904

710638

710454

710515

710944

710537

710412

710516

710420

710418

710418

710551

711042

710440

710652

711126

710930

710420

710947

710600

710525

711058

710952

710829

710918

711042

711050

710552

710430

710525

710922

710625

710918

710657

710700

710916

710949

710932

710529

Owner or user Year 

completed

Altitude 

above 

sea 

level 

(feet)

Diameter 

of 

well 

casing 

(inches)

Depth 

to 

bottom 

of 

casing 

(feet)

Casing 

material

Ossipee- -Continued

1986 410 

1958 415

Theodore west fall

Don Baillargeon

John Laganas

Rutter

Frank Hammond

Frank and Diane Sulliva

welch

James Skehan

Cincotta

Cincotta

Paul Downey, Indian Mtn

Paul Downey, Indian Mtn

USGS

uses

USGS

USGS

USGS

Stern

Corbett

Shea

Scolaro

New Eng Fish Farming En

New Eng Fish Farming En

New Eng Fish Farming En

Webb

Pizza Barn

Stone

St evens

Halpin

Cardoza

Cooper

Sands

Williams

Casoli

Barton

Lufkin

Gilbert

Grow

McDonald

Latham

Rolondo

Cloutier

Barrett III

Preston

Gulf Gas Station

LaMotte

Appleby

Henning

McCue

Floria

Arsenault

Molineaux

1972

1983

1978

1968

1972

1972

1991

1991

1991

1991

1991

1984

1984

1984

1984

1984

1984

1984

1984

1984

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1987

425

495

520

590

570

585

425

415

410

585

580

415

415

450

510

420

490

550

410

545

490

530

510

510

510

415

415

490

590

430

570

630

415

480

415

415

410

415

560

450

450

610

470

410

565

585

560

410

410

555

450

570

415

2

6

8

3

8

7

6

6

36

2

2

2

2

2

2

2

--

--

--

--

--

--

--

--

20

100

80

8.6

75

140

--

15

69

25

67

16

88

47

113

--

287

102

140

57

46

59

22

261

9

49

27

23

60

153

138

74

49

89

89

49

79

39

37

G

S

S

T

S

S

--

S

S

c

G

G

P

P

P

P

P

--

--

--

--

--

--

--

--

Depth 

to 

bottom 

Type of open Type 

of section of 

finish (feet) site

T 

T

X

T

X

X

0

F

X

X

X

0

T

T

S 69

S 18

S 90

S 49

S 115

X

X

X

S

S

S

X

X

X

X

X

X

X

X

T

X

S

T

T

X

X

S

X

X

S

S

S

S

S

S

X

Dvn 

Dvn

Brw

Dvn

Brw

Brw

Dug

wsh

Brw

Brw

Brw

Dug

Dvn

Dvn

Bor

Bor

Bor

Bor

Bor

Brw

Brw

Brw

BrW

BrW

BrW

BrW

BrW

Brw

Brw

Brw

Dvn

BrW

Dug

Dvn

Dvn

BrW

BrW

Brw

Brw

BrW

96 Geohydrology and Water Quality of Stratlfled-Drlft Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local

site

number

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

18

19

20

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

Water

level

depth

(feet)

12

15

12

--

4.6

20

7

19

7

27

37

11

10

35

2.7

2.8

1.6

12

40

28

30

30

6

10

16

5

36

26

28

20

70

35

20

35

2

18

56

34

10

Date

mm/dd/yy

----86

----58

----88

06-14-91

----91

06-18-91

--

10-15-91

10-10-91

08-02-91

09-23-91

07-09-84

09-14-84

11-30-84

11-13-84

11-06-84

11-15-84

09-29-84

07-10-85

09-13-85

11-13-85

11-13-85

10-04-85

04-23-86

04-19-86

05-20-86

04-20-86

07-03-86

07-03-86

07-01-86

06-26-86

08-17-86

08-15-86

06-28-86

06-01-86

06-01-86

04-14-87

04-12-87

05-05-87

Use

H

H

H

H

T

H

H

H

T

H

H

H

U

T H

T H

0

0

0

0

0

H

H

H

H

Z

Z

Z

H

C

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

N

H

H

H

H

H

H

H

Maximum 

well 

yield

(gallons Drawper down

minute) (feet)

- -

- -

..

75

- -

15

2

33

36

2.5

. .

. .

50

2

100

0.8

281

330

290

40

10.5

80

7.5

2.5

2.5

0.2

60

5.5

10

5

5.5

30

12

10

20

40

20

20

1.5

60

15

35

30

10

10

10

6

Specific 

capacity 

(gallons per

minute Pumping

per period

foot) (hours) Remarks

Ossipee- -Continued

- -

Treat water

Some iron

Contains sediments, odor

R Salt contamination from state shed across st

Lots of salt

Traces of iron

- -

Water supply for a subdivision

Water supply for a subdivision

uses

uses

uses

uses

USGS

2

1.5

1

6

6

6

2

.5

.5

1

1

2

3

.5

.5

.5

1

3

2

2

2

.5

.5

12

1

1

1

1

2

1.5

2

.5

Appendix 1 97
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

434832

434718

434205

434734

434729

434225

434039

434401

434823

433946

434124

434754

434722

434358

434410

434920

434940

434652

434649

434759

434939

434058

434925

434737

434245

434207

434657

434701

434726

433828

434606

434744

434734

434701

434653

434758

434821

434713

434734

434807

434408

434023

434127

434915

434329

434438

434722

434721

434538

434701

433954

433939

434817

434713

433935

711116

710609

710636

710517

710527

710604

710455

710928

711107

710600

710441

710550

710558

710920

710928

711053

711125

710653

711003

710542

711128

710546

711229

710535

710523

710641

710648

711006

710558

710355

710847

711058

710935

710905

710652

710541

711014

710633

710520

710525

710933

710433

710652

711209

710536

710729

710527

710528

710904

710927

710550

710546

710528

710549

710606

Alien

Skehan

Hopkins

Boynton

Aucone

Scott

Pine River Campground

Spellman

Larrabee

VanKleef

Cumberland

Rowe

Cunio

Preston

Emerson

Schandor

Remick

Swans burg

Helme

0 ' Rourke

Ami don

Tebbetts

Grandmont

Greenleaf

Farber

Ames Department Store

Hancock

Perin

Cram

Ford

skane

DiPrizio GMC

Swans burg

Roth

Barrows

Colpitts

Barry

Petit

Tauro

Peters

Parow

Casinelli

Rutter (State of New Hampshire)

Bolduc

Carroll

White

Ippolito

Sheehan

Derry

Walker

Strehlow

O'Neil

Giordano

Hussey

Myers

1987

1987

1987

1987

1987

1987

1986

1987

1987

1987

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

1988

1987

1988

1989

1989

1989

1989

1989

1989

1989

1989

1990

1990

1990

1989

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

430

445

585

410

415

600

520

570

425

465

510

425

460

570

570

450

460

410

465

415

450

640

450

415

555

595

410

465

455

630

410

435

435

410

410

430

415

420

440

415

570

480

630

445

510

580

440

440

420

440

640

640

420

450

720

i

90

120

102

12

34

129

44

8

70

86

35

128

141

107

37

46

93

59

41

56

58

189

106

102

91

105

96

99

59

220

50

26

80

27.5

29

150

159

13

50

99

39

109

41

141

161

160

56

30

35

--

X

X

s

X

X

s

s

X

G

X

X

X

s

s

s

s

s

s

X

X

X

X

X

X

s

X

X

X

X

s

s

s

s

s

X

X

s

s

X

X

s

X

X

X

X

X

X

X

X

X

Dug

- -

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

- -

- -

Brw

Brw

BrW

Brw

Brw

Brw

BrW

BrW

BrW

BrW

--

- -

..

BrW

BrW

- -

BrW

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

98 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129'

8

50

--

10

6

18

50

36

6

20

24.5

35

25

5

49

33.5

10

20

35

30

30

3

5

10

2

2

5.3

12

4

30

8

43

144

9

38

30

30

1

13

15

28

40

03

06

07

07

07

11

08

08

08

09

11

04

06

08

09

07

07

06

05

05

08

11

03

04

06

08

09

11

11

06

08

11

08

05

05

05

07

07

09

08

10

-12

-12

-01

-06

-28

-01

-16

-15

-28

-22

-05

-16

-23

-30

-30

-06

-07

-11

-20

-23

-10

--

--

-11

-11

-30

-30

-05

-25

-19

-30

-16

-20

-28

-06

-13

-31

-31

-18

-12

-29

-15

-12

-87

-87

-87

-87

-87

-86

-87

-87

-87

-87

-87

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-88

-89

-89

-89

-89

-89

-89

-89

-90

-90

-89

-84

-84

-84

-84

-84

-84

-84

-84

-84

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

C

H

H

H

H

H

H

H

H

H

H

20

25

100

15

20

2.5

10

10

25.5

40

25

15

3

6

50

18

15

27.5

10

20

15

80

8.5

5

10

15

0.8

25

100

5

6

12

60

35

30

30

40

12

4

35

4.5

30

0.5

30

1

5

100

100

50

40

6

4

3.5

1.5

4

48

1

1

2

1

3

2

1

12

1

1

1

2

1

1

1

1

2

--

1

1

2.

1

2

1

1

2

2

1

2

1

1

3

2

2

1

5

5

5

5

5

5

5

5

5

5

3

5

5

5

5

3

3

5

5

Appendix 1 99
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

434107

434048

434133

434752

434400

434107

434727

433951

434532

434340

434104

434215

434314

434037

434102

434611

434409

434536

434035

434351

434126

434030

434724

434556

434452

434020

434059

434153

434723

434333

433949

434230

434221

434316

434129

434525

434711

434715

434532

434723

434407

434540

434730

434128

433910

434227

434225

434317

434724

434528

434707

434142

434330

434049

434138

710513

710510

710600

711104

710915

710521

710948

710546

710832

710557

710506

710347

710613

710357

710408

710856

710908

710831

710355

710935

710655

710349

710523

710917

710816

710337

710631

710649

710608

710602

710556

711039

710355

710602

710728

711052

710543

710609

711050

710941

710914

711054

710553

710659

710414

710537

710400

710546

711035

711043

710938

711142

710537

710724

711147

west

Lewis

Runnels

Hodgdon

O'Rourke & Hinchey

Zavas

Deer Cove Condos

McDowell

Allie

Amero

Kirch

Manchester

Smith and C. Lambias

Gurley

Smith

Currier

Board of Selectmen

Welch

Morris

Riley

Cog swell

Mack

Evans

Hincman

Dunkerly

Lane

Cotton

Pike Industries Inc

Wand

Pines Realty Trust

Resotko

Benson

Stuart

Buchikos

L. DiCopua

Denisco

Ossipee Val Masonic Tern

Norton

Lovely

McDonough

New Hampshire Electric Corp

Brennick

Correia

New Hampshire Hwy Barn Div 307

Tarabanovic

Hart

Schultz

Sampson

Montanez

Mountain Road Realty

Bramhall

Bethel

willey

Clinton

Martin

1984

1985

1985

1985

1985

1985

1985

1985

1984

1986

1986

1986

1986

1984

1984

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1986

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1987

1988

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1989

1989

1989

530

535

570

420

560

530

415

630

420

510

520

560

540

580

480

410

540

420

580

560

630

600

430

420

510

700

660

570

460

520

650

640

540

520

720

600

540

440

660

420

550

680

430

640

640

560

540

500

420

600

460

760

510

680

750

41

41

49

49

194

59

54

50

183

128

40

107

29

59

39

217

205

163

85

131

39

79

176

26

139

189

120

149

125

40

60

151

138

40

110

49

44

121

106

35

201

91

101

63

119

72

59

40

35

80

59

201

104

80

201

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

s

X

X

X

X

X

X

X

X

X

X

--

X

s

X

X

s

X

X

X

X

X

X

X

X

s

X

s

X

X

X

X

Brw

Brw

--

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

Brw

BrW

BrW

Brw

BrW

Brw

Brw

BrW

Dug

BrW

BrW

BrW

BrW

BrW

Brw

Brw

BrW

BrW

Brw

Brw

BrW

Brw

BrW

Brw

BrW

100 Geohydrology and Water Quality of Stratlfied-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

36

25

150

22

30

7.5

15

--

40

25

11

55

5

20

20

25

20

20

50

8

--

50

60

20

50

45

60

20

36.5

30

40

7.5

--

25

7

20

42

45

25

25

10

06

04

03

06

10

10

08

06

06

08

04

12

12

05

05

05

05

04

07

08

03

12

09

04

02

05

07

05

05

09

11

06

05

04

07

09

12

11

-29

-27

-13

-20

-26

-05

-28

-02

-06

-25

-27

-04

-04

-06

-14

-28

-18

-16

-30

--

-27

-13

-12

-22

-15

-25

-20

-09

-04

-04

-26

-11

-03

-15

-30

-08

-06

-20

-15

-85

-85

-85

-85

-85

-85

-85

-86

-86

-86

-84

-86

-86

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-88

-88

-88

-88

-88

-88

-88

-88

-89

-89

-89

-89

-89

-89

-89

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

N

H

H

H

H

H

H

H

H

H

H

C

H

H

H

H

H

H

H

H

H

H

H

H

N

H

H

H

H

H

H

H

H

H

H

H

H

H

2

10

60

1.5

3

11

60

3

2.5

2

25

3.5

30

15

5

1.8

25

4

30

25

0.8

4

15

30

35

20

2

1

35

30

1.5

2.5

4

1

15

4

11

50

1

35

8.5

30

10

1.8

6

1.8

20

1

13.5

15

30

4

5

3

2

1

2

1

1

2

1

1

1

1

1

2

2

1.

1

1

1

1

1

72

1

2

1

1

1

1

1

1

1

1

1

1

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

8

5

5

5

5

Appendix 1 101
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

434405

434034

434430

434429

434313

434827

433939

434735

434153

434146

434530

433936

434709

434409

434654

434915

434634

434357

433855

434346

434352

434803

434333

434857

434858

434010

434011

434101

434713

434810

434921

434543

434434

434443

434910

433949

434103

434535

434126

434842

434124

434139

434351

434236

434423

434129

434926

434348

434632

434613

434622

434059

434356

434353

434350

710933

710350

710854

710716

710542

711011

710555

710515

711148

710617

710818

710556

711141

710922

711006

711211

711329

710801

710454

711203

710809

710530

710726

711223

711224

710323

710327

710733

711234

710525

711222

711100

710826

710827

711208

710254

710250

710829

710743

711124

710738

710244

711210

710637

711004

710738

711233

711213

711324

711207

711150

710630

710749

710739

710739

McKinnon

Kerr Jr. and D. McCoy

Eldridge

Fishbein

Martin

Gates

Henderson

Lemieux

Harding

Knowles

Skehan Home center

Dixon

Bulens

Weston

Gomas

Bolduc

White

Tyler

Spaulding

Gridley

Burnhart

Burns and Laconte

Fritz Von

Brown

Berzety

Cressey

Gar re in

Savage

Gustaf son

Nelson Family Realty Tr

Whittier House

Pioneer Const

Knights

Enright

Watson's General Store

Diver

Linehan

Adams

Sawyer

Ossipee Valley Bible Church

Wiley

Walker

Delaney

Camire

Newbegin

Mirisola

Lall

Boduitha

Kaufman

Smith

Hoyt

Bean

Van Dyke

Burns

Smith

1989

1989

1990

1991

1991

1991

1991

1991

1991

1991

1991

1992

1992

1992

1984

1984

1984

1984

1984

1984

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986

1986

1984

1984

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

530

550

510

520

490

410

680

410

760

580

420

680

600

560

460

420

940

590

810

1,160

560

420

640

470

470

820

820

710

760

415

440

700

500

520

420

840

740

420

770

420

750

1,000

1,080

600

620

740

430

1,030

960

1,270

990

660

620

650

660

100

79

119

79

39

26

60

111

110

35

194

89

59

46

141

20

--

--

109

159

39

99

41

44

119

120

150

52

9.5

189

111

195

201

25

161

40

167

111

255

87

62

117

41

--

99

96

134

403

40

170

120

190

80

39

X

X

X

X

X

s

X

X

X

s

X

X

X

s

s

X

X

X

X

X

X

X

X

X

X

X

X

s

X

X

X

s

X

X

X

X

X

X

X

X

X

--

X

X

X

X

X

X

X

X

X

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

- -

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Dug

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

102 Geohydrology and Water Quality of Stratlfled-Drlft Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

48

25

15

4

25

3.5

26

20

40

45

36

20

9

50

30

28

15

45

30

150

50

21

100

100

20

5.5

15

55

55

55

15.5

35

60

20

25

25

4

20

40

250

20

62

49

45

29

11

01

02

05

08

09

08

04

07

06

07

08

06

07

10

10

07

04

05

07

07

08

08

08

10

10

10

06

06

06

10

08

09

11

12

12

05

06

07

08

08

08

10

10

10

-03

-04

-05

-18

-15

-10

-17

-04

-03

-17

-11

-23

-08

-25

-11

-06

-02

-24

-31

-09

-16

-22

-22

-23

-24

-19

-25

-17

-23

-12

-03

-19

-20

-25

-31

-24

-28

-10

-22

-14

-17

-24

-16

-15

-13

-89

-91

-91

-91

-91

-91

-91

-91

-92

-92

-92

-84

-84

-84

-84

-84

-84

-85

-85

-85

-85

-85

-85

-85

-85

-85

-85

-86

-86

-86

-86

-84

-86

-86

-86

-86

-87

-87

-87

-87

-87

-87

-87

-87

-87

H

H

H

H

H

H

H

H

H

H

C

H

H

H

H

C

H

H

H

H

H

H

H

H

H

H

H

H

H

H

C

H

H

H

C

H

H

H

H

H

H

H

H

H

H

H

C

H

H

H

H

H

H

H

H

0.7

7

1.5

30

40

30

4

50

10

15

2.5

1.5

2.3

10

15

30

6

3

4

30

2.5

6

1.5

8.5

6

15

15

7.5

25

40

150

6

2

50

30

5

1.5

15

25

35

4

5

0.8

7

100

25

10

15

50

3.5

1.5

3

6

4

i

i

2

1

1

1

1

3

3

1

1

1

1

2

2

2

1

1

1

48

1

1

1

1

1

.5

.8

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

-

-

.5

.5

.5

Appendix 1 103
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

LongitudeOwner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Ossipee- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

434354

433851

434842

434841

434028

434618

434522

434544

434027

434446

434613

434052

434447

434649

434946

433932

434653

434936

434647

434131

434108

434138

434406

434901

434131

434357

434000

434649

434346

434053

434356

434315

434756

434620

434510

434127

434808

434643

434614

434052

434030

434800

434802

434756

434405

434940

,434931

434943

434348

434837

434140

434558

434358

434128

434102

710942

710446

711204

711202

710736

711205

711100

711102

710110

710814

711300

710931

710815

710629

711136

710226

711009

711124

711414

710735

710811

710331

711304

711228

710334

710809

710635

711210

710806

710903

710755

710606

710537

711201

711230

710735

710953

711420

711206

711053

710733

710533

710519

710537

710930

711124

711224

711128

711213

711152

710251

711114

710745

710753

710737

Eldridge

Verge

Perkins

Perkins

Mountainside Business Center

Maclssac

Valeri

Fillipon

Capone

Wentworth

Button

Demers

Wentworth

Town of Ossipee

Morse

Alves

Harrington

Mot tola

Thurston

P. Tilton

Freely

Watson

wright

Chase

Ventola

Powers Jr

Babson Jr

Roberts

Porter

Dixey

Leonard

Lanci

Smarao

Howard Sr

Sullivan and S. Martin

Lavigne

Westward Shores Camping

C. Googins

Smith

Whiting Jr(New Hampshire)

Arab rust

Tobin

Fogg

M. Sparaco

Brooks

Remick

Webster

Cole

Bodurtha

Turner

walker

Potter

Burns

Kellacher

Savage

1987

1987

1986

1986

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

1988

1988

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1990

1990

1990

1990

1988

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1991

1992

1991

1992

570

810

490

490

760

1,140

700

710

730

520

1,120

1,190

520

440

440

780

470

460

920

720

840

740

1,040

470

720

580

770

780

540

1,000

600

540 6

420

1,080

960

740

410

920

1,160

840

740

415

420

420

570

460

440

460

1,030

450

960

780

620

800

730

109

25

60

49

47

37

40

151

79

159

229

19

166

99

53

29

59

50

80

119

41

99

111

77

101

140

40

82.5

100

40

193

17.5 S

11

139

39

111

25

175

49

139

24

39

31

20

38

84

44

77

60

70

39

99

249

54

153

X

X

X

X

X

X

X

X

X

X

X

X

X

X

S

X

S

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

S

X

S

X

S

X

X

X

X

X

S

S

S

S

S

S

X

X

X

X

X

X

X

BrW

Brw

BrW

Brw

Brw

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

- -

BrW

BrW

Brw

Brw

Brw

Brw

Brw

Brw

BrW

BrW

BrW

BrW

BrW

Brw

Brw

BrW

BrW

Brw

Brw

Brw

BrW

--

--

- -

- -

..

Brw

Brw

BrW

BrW

BrW

Brw

Brw

104 Geohydrology and Water Quality of Stratlfled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

oxw 

oxw 

oxw 

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

DXW

)XW

)XW

)XW

)XW

)XW

)XW

)XW

)XW

DXW

DXW

)XW

)XW

240 

241 

242 

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

Water 

level 

depth 

(feet)

--

65

150

28

32.5

15

28.5

60

10

10

5

50

4

18

4

50

20

15

33

28

20

28

30

35

40

80

20

10

Date 

mm/dd/yy

11

10

10

09

07

10

01

05

11

09

07

09

11

03

09

11

04

07

06

08

07

06

07

11

12

07

02

--

-04

-15

-13

-10

-12

-02

-11

-05

-23

-12

-25

-11

-29

-03

-20

-01

-06

-03

-22

-10

-20

-25

-25

-23

-09

-06

-28

-87

-87

-87

-88

-88

-88

-89

-88

-88

-89

-89

-89

-89

-90

-90

-88

-91

-91

-91

-91

-91

-91

-91

-91

-92

-91

-92

Use

H 

H 

H 

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Z

H

H

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

i 

i

0.8 

20

10

3.5

0.7

3.5

3.5

2

4

1

0.4

3

12

20

10

13

50

5

35

2.5

6

15

20

6

150

8

50

4

12

3

20

2

12

12

60

2

6

6

15

6

25

30

10

15

30

12

50

2.5

5

3.5

2

3.5

15

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Ossipee- -Continued

1 

1 

.5 

.5

1

1

1

1

1

1.

1.

1.

2

1

1

1.

1

1

1

1

2

1.

1

2

1

1

1

2

1

2

1.

1

66

1

2

5

5

5

5

8

5

5

5

5

5

5

5

5

5

5

3

5

5

5

5

5

5

5

5

Appendix 1 105
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

LatitudeLongitude

Owner or user

Alti- Dia- Depth 

tude meter to 

above of bottom 

Year sea well of 

com- level casing casing 

pleted (feet) (inches) (feet)

Depth 

to 

bottom 

Type of open Type 

Casing of section of 

material finish (feet) site

Ossipee- -Continued

OXW

oxw

OXW

oxw

oxw

oxw

oxw

oxw

oxw

SEA

SEB

SEB

SEB

SES

SES

SES

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

295

296

297

298

299

300

301

302

303

1

1

11

12

1

2

3

3

4

18

19

20

22

23

24

25

26

27

28

29

30

32

33

34

39

40

41

42

43

46

47

48

51

54

56

57

59

62

63

64

65

73

434124

434133

434058

434925

434344

434620

434932

434728

434351

434945

435258

435258

435012

435238

435337

435319

434944

434945

434919

434927

435054

434917

435231

434836

435150

434959

434859

435032

435251

434837

435319

435014

435001

435031

435046

435117

435030

434903

434807

435011

435253

435053

434804

435150

435019

434740

434953

434808

435242

435208

434756

710656

710230

710953

711058

710758

710906

711119

711037

710911

712029

712509

712508

712102

712401

712427

712634

712904

712905

712711

712321

712721

712151

712350

712023

712448

712042

712150

712119

712252

712249

712202

712544

712154

712411

712715

712225

712142

712229

712113

712206

712412

712709

712107

712441

712119

712148

712109

712122

712402

712406

712225

Dellolio

Matheny

Sanders

Brainerd

Upson

O ' Donovan

Buskirk

Country Clipper

Aller

Mary P. Bullard Estate

Meade Base, Daniel Webs

Meade Base, Daniel Webs

Racine

O'Brien

Booty

Philbin

Moore

Durgin

Ritzen thaler

Bradfield

Smith

viens

Harvey

Marino

Tolles

Barre

Fair

Starmer

Everect

Keith

Hillsgrove

McDonald

King

L. Elliott

Booty

0 ' Connor

Con ley

S . Hoag

Martines

Fowler

Neher and D. Perkins

Lockhart

Peaslee

Frank

1992

1992 1,

1992 1,

1992

1992

1992

1992

1992

1992

Sandwich

1992

1,

1,

--

1988

1984

1984 1,

1985

1985

1985

1985

1992

1986

1986

1986

1986

1986

1986

1986

1987

1987 1,

1987

1987

1987

1986

1987

1988

1988 1,

1988

1988

1988

1988

1988

1988

1988

1988

1987

630

020

200

450

540

410

450

420

560

590

964.3

961.1

597.3

900

040

140

960

980

820

640

120

620

870

740

800

590

600

610

980

760

920

780

600

780

040

750

610

600

840

600

970

020

920

800

610

800

600

760

910

820

680

38

76

99

39

60

219

79

35

53

--

..

- -

- -

6

48 10.4

79

27

50

281

120

2 18

39

100

174

19

11

39

62

60

130

38

20

80

11

60

29

105

103

60

100

171

216

40

X

X

X

s

X

X

s

s

s

--

- -

- -

- -

S X

R 0

X

X

X

X

X

P S 20

X

X

X

X

X

X

- -

X

X

X

X

X

X

X

X

--

X

X

X

X

X

X

BrW

BrW

BrW

BrW

BrW

Bor

TH

TH

TH

Sp

Sp

Sp

--

Dug

BrW

BrW

Dug

BrW

Dug

BrW

BrW

Bor

BrW

BrW

BrW

BrW

Dug

BrW

BrW

Dug

BrW

BrW

Dug

BrW

BrW

BrW

Dug

BrW

BrW

BrW

Dug

BrW

BrW

BrW

BrW

BrW

Brw

106 Geohydrology and Water Quality of Stratlfied-Drift Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

SEA

SEE

SEE

SEE

SES

SES

SES

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

295

296

297

298

299

300

301

302

303

1

1

11

12

1

2

3

3

4

18

19

20

22

23

24

25

26

27

28

29

30

32

33

34

39

40

41

42

43

46

47

48

51

54

56

57

59

62

63

64

65

73

Water 

level 

depth 

(feet)

600

30

60

28

40

3

35

9

43

--

10.4

15

30

3

15

3

60

80

6

10

25

55

4

6

35

40

1

30

85

10

30

10

3

8

40

20

50

80

10

Date 

mm/dd/yy

05

05

07

09

11

08

10

11

12

07

03

07

09

06

08

07

11

08

06

08

09

08

09

10

10

06

06

05

06

06

09

01

07

08

05

04

10

08

-06

-23

-08

-19

-01

-27

-31

-29

-13

--

-29

-03

-17

-24

-11

-09

-31

-20

-27

-01

-21

-10

-16

-08

-07

-10

-18

-15

-30

-25

-15

-16

-13

-30

-06

-18

-22

-06

-19

-92

-92

-92

-92

-92

-92

-92

-92

-92

-91

-88

-84

-84

-85

-85

-85

-85

-92

-86

-86

-86

-86

-86

-86

-86

-87

-87

-87

-87

-87

-87

-88

-88

-88

-88

-88

-88

-87

Maximum Specific 

well capacity 

yield (gallons per 

(gallons Draw- minute Pumping 

per down per period 

Use minute) (feet) foot) (hours) Remarks

H

H

H

H

H

H

H

H

H

T

T

U

U

H T

U

H

H

H

H

H

H

H

0

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Ossipee- -Continued

1.5 -- -- 1

4 -- -- .5

17 -- -- 2

3.5 -- -- 1

30 -- -- .5

13

5.3 -- -- 1

9 -- --2

Sandwich

uses

- -

3.5

10

4

- -

3 -- -- .8

10 -- -- 1

4 -- 1

30 -- -- .5

1.5 -- .5

uses

2 -- -- .5

12 -- -- .5

 1.8 -- -- .5

1.3 -- -- 1

30 -- -- .5

2.5 -- -- .5

3

30 -- -- 1

3 -- 1

5 -- -- 1.3

7 -- -- 2

2 -- -- .5

3.5 -- -- .5

30 -- -- 1

1.5 -- -- 1

3 -- 1

30 -- -- 3

20 -- -- .5

2 -- -- .5

3 -- -- .5

7 -- -- 1

2.5 -- -- .5

15 -- -- .5

Appendix 1 107
Table 1-1. Description of selected wells, borings, and springs in th ) Saco and Ossipee River Basins, east-central

Local

site

number

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

TAB

TAB

TAB

TAB

TAB

TAB

TAB

TAB

TAB

TAS

TAS

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

74

75

76

77

81

82

84

85

86

87

88

89

92

96

97

98

99

101

102

103

104

111

152

153

154

155

156

157

158

1

2

3

4

5

6

7

8

9

1

2

1

2

3

4

5

6

7

8

9

10

11

12

Latitude

434759

435018

434805

434925

435023

435040

435324

435253

435122

435306

434923

435014

435144

435115

434732

435118

434835

435012

435233

435319

435319

435331

434856

434929

434931

434942

434929

435327

435259

435135

435430

435332

434955

435022

435049

434936

434951

435428

435038

435132

434936

435012

435000

435008

434941

434933

434934

434934

434940

435035

435052

435040

Longitude

712204

712123

712109

712834

712415

712118

712643

712359

712202

712231

712207

712710

712224

712428

712206

712445

712202

712358

712403

712156

712620

712424

712244

712901

712849

712721

712629

712413

712447

711555

712034

711755

711602

711554

711557

711414

711631

712105

711528

711906

711947

712016

711948

711931

711943

711857

711859

711911

711919

711557

711549

711526

Owner or user

Trombley

Ingari and R. Demars

Hunt

Milbury

Litzell

Gove

Berg

Twaddle

Azerrad

Father & Son Construction

Hof fman

Nee

Lombard!

Caradona

Everett

Danielovich

Bauderob

Town of Sandwich

Elliott

Daniels

winship

Mumford

wilber Cook

wilber Cook

E.H. Harding

Legault

Oily Moulton

Ed Wondoloski

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

NHDOT

Karl Bickford

Crory

Valentine

Karl Bickford

Andy Norcorss

Irene Norcorss

John Cook

David Whiting

Woodward

Shaun Holladay

Dana and Laurie Bonica

Year

completed

Sandwich -

1988

1989

1988

1988

1988

1988

1989 1

1989

1989

1989 1

1989

1989

1989

1988

1988

1989

1989

1989

1989

1990

1990 1

1

1986

1971

1960

1979

1975

Tamworth

1

1

1985

1984

1981

1989

1939

1960

Altitude

above

sea

level

(feet)

Diameter

of

well

casing

(inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

- Continued

700

610

900

920

780

620

,220

960

640

,000

600

880

800

900

760

980

700

670

870

910

,160

,020

600

890

890

785

975

990

985

503

,085

732

465

449

480

444.5

485

,102.7

450

550

590

605

595

595

595

585

590

595

598

490

480

465

--

--

--

36

36

6

36

--

2

36

6

--

1

2

131

17

40

99

85

224

43

266

111

56

99

45

14

19

69

57

53

251

14

19

50

12 C

4 R

40 S

10.6 C

- -

- -

- -

- -

- -

- -

- -

32 G

13.2 R

60 S

46 S

30 S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

o

X

o

0

X

X

X

o

X

T

X

0

X

X

G

T

T

Brw

Dug

Brw

Brw

Brw

Brw

Brw

Brw

BrW

Brw

Brw

Brw

Dug

Brw

Brw

Dug

BrW

BrW

BrW

Dug

BrW

Dug

Brw

Dug

Dug

Brw

Dug

TH

TH

TH

TH

TH

TH

TH

TH

TH

Sp

Sp

--

Brw

Dvn

BrW

Dug

Brw

Brw

Dvn

..

Dvn

108 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local

site

number

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

TAB

TAB

TAB

TAB

TAB

TAB

TAB

TAB

TAB

TAS

TAS

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

74

75

76

77

81

82

84

85

86

87

88

89

92

96

97

98

99

101

102

103

104

111

152

153

154

155

156

157

158

1

2

3

4

5

6

7

8

9

1

2

1

2

3

4

5

6

7

8

9

10

11

12

Water

level

depth Date

(feet) mm/dd/yy

11.5 01-06-

60 11-20-

40 06-01-

50 11-04-

35 03-29-

- -

- -

3 10-24-

- -

8 09-29-

- -

. .

6 02-28-

11.5 07-29-

15 05-01-

3.9 07-29-

. .

..

7.7 07-30-

..

- -

- -

- -

--

- -

- -

- -

--

18 06-19-

9.5 06-19-

- -

..

18 06-19-

. .

89

88

88

88

89

89

89

90

91

86

91

91

91

91

91

Use

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H S

U

H

H

H

H

T

T

T

T

T

T

T

T

U

H

H

H

H

H

U

H

H

H

H

H

T H

Maximum Specific 

well capacity 

yield (gallons per

(gallons Draw- minute Pumping

per down per period

minute) (feet) foot) (hours) Remarks

Sandwich- -Continued

3 -- 1

30

1.5 -- -- 1

8 -- 1

4 -- -- .5

3 -- -- .5

25 -- -- 1

10 -- -- .5

8 -- -- 1

3

20 -- -- 48

2 -- -- 1

4.5 -- -- .5

30 -- -- 1

2 -- 1

5 -- -- 3.5

3 -- -- .5

2 -- 1

1 -- 1

40 -- -- 6

25 -- -- .3

3.5 -- -- .5

Well was dry at the time of the interview

- -

0.8

11

T sun worth

--

- -

- -

- -

- -

- -

- -

200

40 -- -- -- R High in iron, filters water

Contaminated with salt

--

2.5

- -

- -

- -

Appendix 1 109
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

LongitudeOwner or user Year

completed

Altitude

above

sea

level

(feet)

Diameter

of

well

casing

(inches)

Depth 

to

bottom

of

casing

(feet)

Casing

material

Depth 

to

bottom

Type of open

of section

finish (feet)

Type

of

site

Tamworth- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

13

14

15

16

17

18

19

20

21

22

23

24

25

26

28

29

30

31

32

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

435134

434950

435012

435204

435212

435219

435217

435011

434952

435517

435520

435341

435430

435113

435427

435430

435432

435016

435005

435005

435000

435013

435033

435111

434934

435035

435037

435032

435229

435214

434935

435033

435106

435022

435108

435113

435300

434935

435104

435115

435056

435031

435055

435120

435019

435003

435011

435012

435058

434945

435046

435030

435121

711906

711229

711230

711255

711250

711253

711253

711235

711304

711321

711329

711753

712047

711825

712011

712012

712019

711406

711945

711945

711337

711521

711505

711546

711351

711506

711509

711503

711619

711259

711352

711230

711145

711557

711209

711159

711338

711417

711157

711206

711144

711512

711206

711153

711151

711149

711148

711604

711242

711459

711555

711502

711215

Deborah Alavosius

Lucille Swaim

Russell Kelley

Frederick Albers

Kenneth Wiggin

John Hartley

John Hartley

white Lake State Park

white Lake State Park

Albert Rich

Albert Rich

Richard Alt

uses

uses

uses

uses

Lee

Austin

Holstein

Powers

McCabe

Meehaw

Vittum

Hanson

Klein

Sigston

Flynn

Mar rone

Wick

Griffin

Chapman

Douville

Baima

Lindstrum

Poremski

Neal

LaLancette

Putnam

Pinetree Power

Pine tree Power

Pinetree Power

Tamworth Pre School

Blinn

Bagbutt

Cut rone

McCarthy

Dodge

1976

1976

1975

1967

1984

1979

1969

1965

1966

1985

1966

1971

1930

1966

1991

1991

1991

1991

1984

1984

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

565

460

455

510

515

520

515

450

470

615

420

810

1,098

545

1,150

1,165

1,165

450

600

600

450

450

470

490

450

470

470

470

685

510

450

455

490

465

490

490

540

435

490

490

490

460

470

490

470

470

470

490

490

445

470

460

460

24

2

1

1

6

6

6

2

36

36

2

2

2

2

2

--

--

--

--

--

8.8

15

25

20

32

60

60

100

9

6

13.9

109

35

42

65.5

38

--

64

49

51

62

53

63

64

87

285

60

69

49

139

119

94

89

68

19

39

35

44

c

s

s

s

G

S

s

s

s

c

c

p

p

p

p

p

--

--

--

--

o

T

T

T

T

X

X

X

F

T

0

X

T

0

O

0

0

S 114

S 37

S 67.5

S 40

S

S

S

S

S

X

X

s

X

s

s

s

s

s

X

s

s

s

s

s

X

X

X

X

X

s

X

s

s

Dug

Dvn

Dvn

Dvn

Dvn

BrW

BrW

BrW

Wsh

Dvn

Dug

BrW

Dvn

Dug

Dug

Dug

Dug

Bor

Bor

Bor

Bor

BrW

BrW

BrW

BrW

--

Brw

BrW

BrW

BrW

BrW

BrW

Dug

TAW 66 435041 711229 Westinghouse Electric Co 1987 455 107 BrW

110 Geohydrology and Water Quality of Stratlfled-Drlft Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

13

14

15

16

17

18

19

20

21

22

23

24

25

26

28

29

30

31

32

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

Water 

level 

depth 

(feet)

6.4

--

14

17

3

4

30

4.8

5.2

10

2

18

27

18

12

21

21

27

20

30

12

50

41

52

47

30

15

46

54

44

12

33

50

30

30

30

30

15

30

9

22

30.5

Date 

mm/dd/yy

06-

06-

06-

06-

06-

06-

06-

09-

10-

08-

04-

04-

07-

06-

09-

12-

09-

01-

03-

05-

05-

07-

08-

10-

09-

08-

08-

07-

10-

06-

06-

06-

01-

05-

06-

06-

07-

06-

19-

--

21-

21-

21-

21-

21-

21-

27-

17-

30-

16-

14-

07-

29-

06-

06-

22-

18-

09-

18-

18-

08-

13-

25-

07-

23-

09-

19-

07-

25-

25-

27-

24-

07-

29-

24-

08-

09-

91

76

67

91

91

66

91

91

91

91

91

91

84

85

85

85

85

85

85

85

86

86

86

86

86

86

86

86

86

86

86

86

86

86

86

87

87

87

87

87

87

Use

H

H

H

H

H

H

H

T H

T H

H

H

H

H

I H

H

H

H

O

O

O

O

O

H

H

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

C

H

H

H

H

H

H

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

--

6

1.5

3.5

18

200

3

- -

--

- -

- -

12

13

7.5

16.5

12

30

16.5

2

10

50

40

7.5

6

8

5

20

15

10

6

10

40

15

1.5

5

50

150

1.3

35

3.5

15

8.5

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Tamworth- -Continued

R

Lots of iron and magnesium

Contains iron

A little hard

- -

- -

Hard water

R

High iron

High iron, will go dry if water garden too long

uses

uses

uses

uses

2

2

2

3

1

2

.5

.5

2

1

3

2

2

2

12

.5

1

2

2

1

2

1

1

2

.5

1

1

.5

..

2

2

TAW 66

Appendix 1 111
Table 1 -1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

Latitude

434952

434939

435101

435040

434956

435058

435303

435351

435048

435100

435219

435028

435113

435021

435057

435430

435057

435112

435116

435058

435059

435242

435018

434920

435056

435049

435051

435225

435055

435029

435108

435308

435013

435135

435244

435135

434929

435012

435121

435107

434943

435236

435237

435218

435300

435021

435010

435117

435101

435222

435317

435341

435110

435100

Longitude

711544

711435

711141

711510

711554

711144

712051

711820

711237

711203

711621

711457

711208

711623

711208

712001

711154

711147

711149

711201

711214

711646

711609

711311

711243

711229

711229

711620

711548

711459

711203

711656

712022

711524

711324

711232

711817

712020

711719

711155

711744

711421

711421

711302

711508

711620

711931

711158

711209

711302

711335

711419

711149

711148

Owner or user

welch

Johnson

Fenderson

Austin

Wilkinson

Delgardo

Deo

Costa

Hobbs

Hidden

Swan

Anderson

Fumara

Emmons

Tully

Farnham

Dewing

Dewing

Talbot

Braun

Robbins

Beecher

Town of Tamworth

Wrobleski

Smith

McLean

Wilkinson

Boucher

Drugg

Jones

Learned

Rennet t

white

Tamworth Sand and Gravel

Johnson

DuPuis

Moody

Pacheco

Cutter

Wong and T. Terrance

D. McGarity

Howe

Howe

Roberge

Eller

Billings

Valentine

Vitiello

Wins low

Pent a Corp

Saxton

Gill

whalen

J. Pariseau

Year

completed

Tamworth -

1987

1987

1987

1987

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989 1

1989

1989

1990

1990

1990

1990

1988

1990

1990

1990

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1985

1985

1985

1985

1985

1985

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

-Continued

465

445

445

470

465

490

930

825

490

485

600

455

490

490

470

,155

490

490

490

480

470

650

490

450

490

490

490

665

485

455

480

820

610

500

530

520

590

610

640

480

530

770

770

520

840

490

600

480

470

520

740

620

480

480

Depth 

to

bottom

of

casing Casing

(feet) material

56

70

61

56

231

219

181

59

20

41

66

80

56

60

59

65

68

62

70

40

63

44

32

--

- -

- -

240

25

1

40

40

29

70

1

62

39

195

195

89

226

16

25

67

80

58

30

19

62

62

Type

of

finish

s

X

X

s

X

X

X

s

s

s

s

X

s

X

s

s

s

s

s

X

X

s

s

X

X

X

X

X

X

X

X

X

X

X

s

s

X

X

X

s

s

Depth 

to

bottom

of open Type

section of

(feet) site

Dug

Dug

BrW

BrW

--

BrW

BrW

BrW

BrW

BrW

. .

- -

BrW

BrW

Dug

BrW

BrW

BrW

Dug

BrW

BrW

BrW

BrW

Dug

..

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

--

- -

112 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

PAW

TAW

TAW

TAW

TAW

TAW

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

Water 

level 

depth 

(feet)

42

40

10

42

44

17

18

54

28

43

35

44.5

50

50

47

55

7

29

7

30

54

15

25

55

90

13.5

2

20

20

--

46

10

90

25

12

53

45

60

55

30

49

Date 

mm/dd/yy

11

09

11

05

10

10

11

10

10

12

03

05

09

02

01

01

11

12

11

06

06

10

09

02

03

06

07

07

07

05

10

12

12

08

11

05

03

05

06

07

-14

-24

-30

-28

-02

-31

-19

-29

-25

-10

-27

-07

-10

-24

-03

-28

-04

-01

-27

-19

-05

-31

-29

-16

-12

-13

-02

-05

-12

--

-22

-20

-18

-27

-15

-15

-17

-06

-04

-06

-20

-87

-87

-87

-88

-88

-88

-88

-88

-88

-88

-89

-89

-89

-90

-90

-90

-90

-90

-90

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-84

-85

-85

-85

-85

-85

Use

H

H

H

H

H

H

H

--

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Z

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Tamworth- -Continued

15

6

0.5

10

35

3

20

12

30

30

15

1

15

50

12

9.5

10

15

9

40

15

30

15

10

1

6

20

15

20

2

25

12

4.5

3

5

10

12

3

75

5

20

40

8

30

25

6

5

9

10

2

1

2

1

1

1

1

2

1

1

2

2

2

1

1

1

1

1

1.

1

1.

1

3

2

18

2

1

1

2

2

2

2

12

3

2

5

5

5

5

5

3

8

5

5

5

5

5

5

5

5

5

5

Appendix 1 113
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

LatitudeLongitude

Owner or user Year 

completed

Altitude 

above 

sea 

level 

(feet)

Dia- Depth 

meter to 

of bottom 

well of 

casing casing 

(inches) (feet)

Depth 

to 

bottom 

Type of open Type 

Casing of section of 

material finish (feet) site

Tamworth- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

435117

435301

435251

435037

435339

435240

434947

435136

435058

435234

435347

435129

435055

435249

435110

435101

435106

435113

435118

435105

435056

435144

434929

435103

435058

435059

435117

435105

435107

435203

434804

435236

435257

435018

435016

435115

435250

435000

435249

435459

435238

435248

435112

435107

435123

435125

435135

435251

435105

435247

435226

435003

435059

435118

435425

711205

711624

711348

711855

711242

711324

711730

711416

711213

711321

711232

711831

711555

711410

711157

711144

711146

711204

711205

711157

711236

711648

711811

711205

711150

711145

711148

711152

711158

711649

711826

711325

711456

711233

711233

711202

711240

711214

711419

711333

711320

711423

711147

711200

711213

711212

711228

711452

711200

711328

711623

711148

711153

711207

711734

Demello

Mahler

Brothers

Freeto

Mille

Robinson

whillemois

Me Peck

Lavoie, Jr

Pugh

Brown

Webster

Woods ide

Gagnon

Fusco

Wogman

Clayton

Zilrat

Stanley

N. Lisano

Avellani

Palmer

Tappen

Powers

Pieroni

F. Pizzut

Randozza

Foley

Boisvert

Reigate Realty Trust

perry

Roberts

Mars ton

Robiller

Robiller

S . Leong

Chocorua Meadows Association

Lundberg

Yannalfo

Creps

Dyrenforth

Kaufhold

M. Pepin

M. Merrill

T . Greco

M . Knapp

Lloyd

Elliott

Kohut

Whitting's Auto Body

Norcross

Pinetree Power

J. Deslauriers

H. Booska

Lenauer

1985

1985

1985

1985

1985

1985

1985

1985

1984

1985

1985

1986

1985

1985

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

480

820

550

720

770

560

510

700

470

560

820

560

480

640

480

480

480

480

480

480

480

670

600

480

480

480

480

480

480

640

1,080

580

840

450

450

480

590

430

680

680

540

730

480

480

450

450

500

840

480

530

660

470

480

480

840

62

60

151

209

153

25

35

200

62

36

59

40

36

49

62

62

63

62

62

62

41

174

39

50

62

59

67

59

59

120

199

21

131

28

28

63

173

44

19

39

37

62

62

26

21

129

60

62

20

120

135

62

71

253

s

X

X

X

X

X

X

X

s

X

X

X

X

X

s

s

s

s

s

s

s

X

X

s

s

s

s

s

s

X

X

X

X

s

s

s

X

--

X

X

X

X

s

s

s

s

X

X

s

s

X

X

s

s

X

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

--

Brw

BrW

BrW

Brw

--

BrW

BrW

BrW

BrW

BrW

114 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Tamworth- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

52.5

75

60

100

15

12

48

45

60

35

30

90

49

48

49.5

54

53

47.5

33

25

35

45

45

49

42

46

100

13

40

40

19

19

48

15

110

30

10

48

48

11

6

150

60

46.5

2

44

52

--

07-

07-

08-

08-

08-

08-

11-

10-

10-

10-

11-

12-

09-

09-

09-

08-

08-

08-

08-

09-

10-

10-

06-

08-

08-

08-

11-

10-

12-

12-

05-

05-

05-

01-

06-

06-

04-

07-

08-

08-

08-

08-

07-

08-

09-

09-

10-

12

17

02

14

20

27

02

12

15

18

08

23

13

28

29

10

17

01

03

18

12

02

10

30

30

30

06

24

04

30

17

17

16

05

03

18

23

19

07

08

08

27

10

15

05

19

03

-85

-85

-85

-85

-85

-85

-84

-85

-85

-86

-85

-85

-85

-85

-85

-85

-85

-85

-85

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

-87

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

P

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

7,

8,

30

1,

0

15

50

75

10

0,

25

1,

1,

20

10

10

7.

8,

8

9

6.

1,

50

10

6

12

10

12

10,

30

30

6

1.

20

20

12

25

35

6.

0.

1.

15

10

11

40

50

2,

12

11

30

2

10

10

10

1,

.5

.5

.5

.1

.8

.8

.8

.5

,5

.5

.3

,5

.5

.5

.3

.3

,5

.5

3

1

3

1

1

2

2

2

2

2

3

5

2

1

1

1

1

1

2

1

1

2

1

6

1

1

3

3

2

2

2

2

1

2

2

1

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

-

Appendix 1 115
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

Latitude

435106

435101

435112

435006

435008

435055

435201

435206

435010

435106

435103

435114

435104

435313

435107

435108

435122

435341

435140

435252

435455

435100

435103

435140

434958

435135

435142

435102

435249

435212

435103

435103

435114

435003

435005

434944

434929

435017

435311

435150

435059

435111

435238

435044

435110

435109

435243

435240

435242

435158

435122

435105

435429

435102

435004

Longitude

711202

711201

711204

711222

711222

711620

711618

711612

711130

711207

711152

711146

711145

711347

711148

711206

711217

711820

711641

711449

711331

711151

711145

711640

711229

711421

711240

711142

711343

711238

711201

711209

711207

711601

711601

711222

711818

711232

711357

711233

711200

711204

711608

711227

711154

711151

711312

711310

711310

711707

711829

711155

711859

711151

711606

Owner or user

R. Boudrot

Butler

P. Coscia

Kirkpa trick

Miracle

Webster

Lord

Dulski

Cook Family Trust

Fiumara

K. Finlestein

G. Learned

Ruo

Woodward

Katsos

Riccardi

Hervieux

O'Brien

Burton

B. Shipley

New Dartmouth Bank

Huddles ton

J. Ashe

Burton

Capalbo

Staples

Lonigro

Campbell -Smith

Cavalieri

O'Hanian

Fusco

Birth

Austin

Martin Carrier Corp

Martin Carrier Corp

Chute

N. Nielson

Robiller

T . Leonard

Sampson

C. Rebello

L. Perry

Elliott

Ross

C. Tierney

D . Kenney

Fortier

L. Brett

Free Baptist Society

Hidden

Bunker Hill Trust

Ayers

S. Cargill

Bradshaw

woodman

Year

completed

Tamworth -

1987

1987

1987

1987

1988

1987

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1989

1990

1990

1990

1990

1990

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

-Continued

480

480

480

440

440

520

560

580

460

480

480

480

480

640

480

480

450

840

640

840

700

480

480

640

450

740

510

480

540

500

480

470

480

480

480

440

590

450

580

480

480

480

740

480

480

480

520

520

520

750

560

480

960

480

480

Depth 

to

bottom

of

casing Casing

(feet) material

62

62

63.5

69

101

202

90

132

39

50

62

68

60

80

59

64

120

241

2

59

19

60

62

214

26

249

29

64

20

105

63

84

79

90

85

74

39

65

146

62

65

68

204

76

70.5

62

138

118

111

108

80

62

14

62

75

Type

of

finish

s

s

s

X

X

X

X

X

s

s

s

s

s

X

s

s

X

X

X

X

s

s

X

s

X

X

s

s

X

s

s

s

X

X

X

X

X

X

X

s

s

X

s

s

s

X

X

X

X

X

G

s

X

Depth 

to

bottom

of open Type

section of

(feet) site

- -

- -

Brw

Brw

BrW

BrW

Brw

--

- -

--

Brw

- -

..

BrW

Brw

Dug

BrW

Brw

- -

--

BrW

Brw

BrW

- -

Brw

- -

Brw

Brw

BrW

BrW

Brw

Brw

Brw

..

--

Brw

- -

- -

..

Brw

BrW

Brw

Brw

BrW

--

Dug

BrW

116 Geohydrology and Water Quality of Stratlfled-Drlft Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Tamworth- -continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

48.5

47

50

27

30

60

27

32

44

53

48

48

48.5

30

60

50

30

47

50

19

20

50

5

47.5

--

60

20

20

28

15

60

10

47.5

52.5

70

47

52

49

20

10

14

43

6

47

20

12

12

11

12

03

03

04

04

04

05

05

07

07

06

07

06

07

10

11

10

09

12

12

12

12

12

12

11

06

06

03

04

07

06

08

10

09

09

09

01

05

09

09

06

-05-

-05-

-14-

-02-

-09-

-10-

-17-

-16-

-30-

-09-

-28-

-24-

-24-

-03-

-20-

-30-

-14-

-30-

-20-

-22-

-10-

-11-

-10-

-11-

--

-14-

-20-

-20-

-30-

-07-

-01-

-27-

-02-

-04-

-15-

-27-

-18-

-24-

--

-20-

-22-

-20-

-05-

-07-

-29-

-11-

87

87

87

87

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

88

89

89

89

89

89

89

89

89

89

89

90

90

90

90

90

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

12

13

10

25

3

4

100

60

10

15

12

10

10

8

11

10

4

40

1

10

13

12

7

12

30

11

10

30

60

14

25

25

50

50

4.5

0.5

10

5

25

13

10

3

8.5

9

10

4

3

4

2

9

16

1

12

80

2

2

2

2

1

1

2

2

1

1

2

1

2

1

1

1

1

1

1

1

1

2

1

3

12

1

1

1

1

2

1

2

2

2

1

1

1

2

1

.5

.5

.5

.5

.5

.5

-

.5

.5

.5

.5

.5

.5

.8

.5

.5

.8

-

.5

Appendix 1 117
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

Longitude

Owner or user Year

completed

Alti- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Tamworth- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

231

232

233

234

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

435414

434952

434945

435100

434935

435032

435055

435304

435312

435240

435059

435105

435103

435029

434950

435200

435056

434938

434941

435126

435309

435328

434939

435304

435109

435012

435017

711842

711627

711230

711146

711354

711704

711159

711624

711313

711312

711210

711148

711147

711557

711228

712003

711149

711356

711351

711613

711328

711751

711550

711315

711553

711247

711230

Pray

King

Keough

Delp

Geary

Ryder

Hurt

St evens

Diphilippo

Scolaro

Twoney

Azibert

L. Cox

Remick

Swain

Bleakney

Eaton

LaForge

Spotholtz Family Trust

B. Brinsack

Wright

Baker

M.and S. Temkin

Lessard

Forst

Mason

Rosie's Resturant

1990

1990

1990

1990

1990

1990

1990

1990

1990

1990

1991

1991

1991

1991

1991

1991

1992

1992

1992

1992

1992

1992

1992

1992

1992

1992

1991

815

480

440

480

450

510

480

880

690

450

470

480

480

480

440

770

480

450

450

510

700

760

490

680

480

450

450

164

40

122

62

35

59

40

151

120

100

58

59

60

111

128

59

23

14

221

141

281

100

130

70

49

32

X

X

X

s

s

s

X

X

X

s

s

X

X

X

s

s

s

X

X

X

X

X

X

s

Brw

Brw

BrW

Dug

BrW

BrW

BrW

- -

Brw

Brw

BrW

- -

--

Brw

BrW

Brw

Brw

Brw

Brw

..

Tuftonboro

TZW

TZW

TZW

TZW

TZW

TZW

TZW

37

73

96

134

159

160

165

434204

434108

434110

433948

434144

433949

434333

711239

711147

711135

711223

711207

711214

711415

McClure

Workman

Libby

Ringer

MOtt

Banks

Camp Merrow vista

1985

1987

1987

1989

1990

1990

1990

1,060

860

880

980

830

980

960

20

59

54

209

69

50

X

X

X

X

X

X

Brw

Dug

Brw

Brw

BrW

BrW

Brw

wakefield

WAA

WAB

WAB

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

3

1

2

3

5

6

7

8

9

10

12

13

15

16

17

433830

433807

433741

433722

433914

433714

433707

434049

433808

433811

433714

433718

433752

433723

433717

710306

710311

710251

710258

710005

705913

705919

705937

710307

710308

705901

705901

710122

705853

705921

1955

NHDOT

Lupien

Vrettos

Slack

McHugh

McNur

McCormick

McCormick

Ga lab run

Galabrun

Gray

Donne lly

Dwyer

--

1984

1984

1984

1984

1984

1984

1984

1984

1984

1984

1985

1984

610

585

689

780

600

580

580

500

580

580

560

580

620

560

620

--

- -

40

9.5

181

62

60

60

60

123

107

104

16

48

X

X

X

X

s

s

--

TH

TH

BrW

Brw

--

BrW

Brw

Brw

BrW

Brw

BrW

..

- -

118 Geohydrology and Water Quality of Stratified-Dritt Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Tamworth- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TZW

rzw

rzw

rzw

rzw

TZW

rzw

WAA

WAB

NAB

WAW

WAW

MAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

231

232

233

234

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

37

73

96

134

159

160

165

3

1

2

3

5

6

7

8

9

10

12

13

15

16

17

10

40

20

10

42

10

40

30

55

47

46.5

60

30

30

44.5

12

11.5

15

100

85

50

15

10

24

8

25

40

--

2

46.5

20

30

30

35

7

30

07

07

08

05

12

08

12

10

04

07

08

08

08

07

04

06

06

07

08

07

07

10

10

04

08

09

10

06

07

09

08

08

10

05

11

-18

-18

-20

-10

-01

-18

-01

-06

-05

-27

-10

-29

-15

-17

-16

-08

-20

-09

-15

-28

-22

-31

-25

-20

-26

-04

-27

-14

-20

-11

-23

-20

-26

--

-19

-06

-90

-90

-90

-90

-90

-90

-90

-90

-91

-91

-91

-91

-91

-91

-92

-92

-92

-92

-92

-92

-92

-92

-92

-91

-87

-90

-90

-84

-84

-84

-84

-84

-84

-85

-84

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

P

C

H

H

H

H

H

H

H

U

T

T

H

H

H

H

H

H

H

H

H

H

H

H

8

6.5

2.5

13

30

6

15

15

2.5

1.3

30

13

10

1

7

1.5

15

35

25

30

1.5

10

50

6

6

70

12

2.5

9

10

0.8

4

40

- -

5

30

45

9

6

4

0.2

20

15

16

i

i

2

4

2

1

1

1

2

1

1

1

2

2

4

1

1

1

1

18

2

Tuftonboro

1

1

Wakefield

2

2

1

2

1

.5

.5

.5

.5

.5

.3

.5

.5

.5

.5

.7

.5

-

-

.5

.5

.5

.5

.5

.5

-

Appendix 1 119
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local

site

number

Latitude

LongitudeOwner or user Year

completed

Alt!- Diatude meter

above of

sea well

level casing

(feet) (inches)

Depth 

to

bottom

of

casing Casing

(feet) material

Type

of

finish

Depth 

to

bottom

of open Type

section of

(feet) site

Wakef ield- -Continued

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

18

19

21

22

23

25

26

27

28

29

33

34

35

36

37

41

43

45

46

47

48

49

50

51

52

54

97

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

433716

433738

433804

433726

433828

433753

433839

433716

433721

433719

433816

433833

433841

433812

433826

433853

433749

433724

433725

433728

433726

433818

433722

433905

433940

433743

433944

433652

433740

433706

433914

433915

434052

434032

433712

433838

433943

433944

434101

433828

433747

433653

434107

433845

433727

433755

433902

433841

433735

433757

433842

433747

433925

710000

705907

710257

710029

705932

705853

705938

710000

710000

705947

710300

710247

705905

710313

710305

705921

705843

710013

710024

710036

705946

710303

710106

705930

705936

710206

705942

705913

710212

705911

705926

705926

705958

705926

710100

705858

705936

705947

705940

705850

710232

705917

705950

705902

710131

710139

705922

705912

710156

710229

705928

710226

705934

Aaronian

Patten

Donne lly

St. Cyr

Harrison

Chick

Anderson

Sapp

Sef tan

Creighton

Pike

Lake Land Devel

Harleb

Ford

Blackadar

Toriano

Downing

Armbrust

St Cyr

Doherty

Burgess

Donnelly

Frechette

Hagen

Minnon

Colella

Minnon

Carpentier

Jones

Gear

McGrath

Yeo

Santos

Hewitt

Walsh

Nichiniello

Trask

Michaud

Fiore

Tobin

Walking

Tandus Jr

Chick

Noviello

Carney

Fox

Jaeger

Perry

Mars ton

David

Buxton

Black

Tryder

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1985

1986

1986

1986 

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1986

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1987

1988

600

560

600

590

600

560

640

600

620

580

640

600

620

620

640

640

580

590

590

590

590

640

600

600

640

640

590

570

615

570

620

620

495

525

605

630

615

600

500

595

620

570

490

630

595

600

625

610

590

595

590

595

590

112

161

80

80

43

28

119

120

109

120

124

59

74

89

112

100

45

60

52

60

120

161

48

95

38

91

38

19

Q O y & ~ ~

170

76

71

39

40

79

75

49

40

20

60

67

30

27

33

44

125

59

100

40

19

74

72

59

s

--

X

X

--

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

BrW

BrW

Brw

Brw

BrW

BrW

BrW

BrW

BrW

--

BrW

BrW

BrW

Brw

BrW

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

BrW

BrW

Brw

BrW

BrW

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

BrW

BrW

BrW

WAW 125 433751 710234 0'Leary 1988 620 119 BrW

120 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

Water 

level 

depth 

(feet)

Date 

mm/dd/yy Use

Maximum 

well 

yield 

(gallons Drawper down 

minute) (feet)

Specific 

capacity 

(gallons per 

minute Pumping 

per period 

foot) (hours) Remarks

Wakef ield- -Continued

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

 JAW

tfAW

 JAW

 JAW

 JAW

«AW

18

19

21

22

23

25

26

27

28

29

33

34

35

36

37

41

43

45

46

47

48

49

50

51

52

54

97

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

35

50

50

20

10

19.5

30

35

40

40

--

20

60

--

10

10

10

50

55

10

4

10

50

10

20

60

50

50

40

25

10

--

--

45

--

20

04

04

05

05

05

05

06

07

07

08

08

12

04

04

04

04

04

04

04

05

05

05

08

07

07

11

08

08

08

08

05

-17

-19

-23

-29

-29

-01

-27

-18

-18

-08

-03

-09

--

-01

-02

-03

-04

-10

-14

-29

-09

-08

-09

-18

-14

-17

-29

-07

-11

-28

--

-09

--

-07

-85

-85

-85

-85

-85

-85

-85

-85

-85

-85

-85

-85

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-86

-87

-87

-87

-87

-87

H

H

H

H

H

H

H

H

H

H

H

P

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

3.5

5

1.8

9

8

35

1.5

8

9

40

25

80

4

7

5

30

4

12

5

20

5

1.5

60

15

10

50

10

4

1

25

30

10

2

12

15

1

5

5

3

5

SO

100

10

4

3

2

1

35

25

0.3

7.5

100

5

i

i

i

2

4

1

1

1

2

1

2

1.

1

1.

1

1

1

1

1

- -

1

1

1

1.

1

1

1

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

8

5

5

3

5

1K» 125 0.2 4.5

Appendix 1 121
Table 1-1. Description of selected wells, borings, and springs in the Saco and Ossipee River Basins, east-central

Local 

site 

number

Latitude

Longitude

Owner or user

Altitude 

above 

Year sea 

com- level 

pleted (feet)

Dia- Depth 

meter to 

of bottom 

well of 

casing casing 

(inches) (feet)

Depth 

to 

bottom 

Type of open Type 

Casing of section of 

material finish (feet) site

Wakef ield- -Continued

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

28

38

50

63

65

98

135

140

144

156

433640

434042

433830

433931

434100

434040

433745

433736

433754

433753

433700

433924

433751

433904

433658

433B44

433730

433904

433903

434056

433745

433722

433815

433814

434037

434036

434042

434046

433815

433640

433641

433820

433834

434006

433915

433836

433855

433848

433912

433855

433836

433913

705844

705852

705927

705928

710020

705931

710127

710200

705911

710233

710002

705936

710214

705920

710000

705900

710150

705949

705947

705951

710221

705945

710215

710204

705919

705919

705919

705928

705850

705910

705910

710319

710707

711136

710559

711144

710504

710453

710544

710511

710708

710550

S. Larson

Flaherty

Fisher

Kench

Dolaher

Gillespie

Brown

Ellis

R. stevens

Clark

Spinale

Perrin MD

Irving

Irving

St.Cyr

Hackett

Tomasello

Gautreau

0' Connor

Liani

Dodge

McCarthy

Plouf fe

Ayles

Harold Mallett

Artist Remick

Asher

Scott Carpenter

Gobbi

Gary Baker

uses

Brown

Lavarello

Avers a

Olimpio

wright

Deyab and P. Martin

Lush

Gray

Kelly

Nepveu

1988

1988

1988

1988

1988

1988

1988

1988

1988

1988

1989

1989

1988

1989

1989

1989

1989

1989

1989

1989

1990

1990

1980

1971

1950

1976

1976

1988

1991

Holfeboro

1985 1,

1986 1,

1986

1987 ' 1,

1987

1988

1989

1990

1990 1,

1991

600

540

595

620

520

500

610

595

560

640

665

590

600

635

670

630

590

660

660

530

650

615

590

595

510

530

490

490

600

570

570

620

090

160

720

220

840

840

770

840

100

760

74

93

40

41

59

50

131

84

129

130

106

80

107

79

59

129

113

35

100

- -

36 10.7

72 14.2

36 15.7

72 9.5

8

22

8

36 11.3

2 47

95

38

38

39

80

40

85

53

60

79

X

X

x

X

X

X

X

X

X

X

X

X

s

s

X

x

X

X

X

X

X

--

T

C 0

C 0

C 0

R 0

G T

S T

S G

C 0

P S 49

X

x

x

X

X

X

X

X

X

X

BrW

BrW

BrW

BrW

Brw

BrW

BrW

Brw

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Dvn

Dug

Dug

Dug

Dug

Dvn

Dvn

Dug

Bor

Brw

Brw

BrW

BrW

BrW

BrW

BrW

BrW

BrW

Brw

COOS COUNTY

CFB 7 441257 712433 NHDOT

Carrol1

1964 1,889

122 Geohydrology and Water Quality of Stratified-Drlft Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
New Hampshire-Continued

Local 

site 

number

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

WRW

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

28

38

50

63

65

98

135

140

144

156

Water 

level 

depth 

(feet)

12

15

30

3

25

20

75

30

40

15

3.2

3

13.1

5.7

4.9

4

12

5

17

20

12

30

15

20

60

Date 

mm/dd/yy

06

07

12

06

09

07

09

05

08

05

07

07

07

07

07

07

07

07

10

12

06

08

07

09

05

-18

-05

-08

-23

-11

-28

-06

-09

-02

-19

-16

-16

-16

-16

-17

-17

-17

-17

-11

-18

-19

-13

-05

-18

-15

-88

-88

-88

-88

-89

-89

-89

-89

-90

-90

-91

-91

-91

-91

-91

-91

-91

-91

-91

-85

-86

-87

-88

-90

-90

Use

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

T H

H

H

H

0

H

H

H

H

H

H

H

H

H

H

Maximum Specific 

well capacity 

yield (gallons per 

(gallons Draw- minute Pumping 

per down per period 

minute) (feet) foot) (hours) Remarks

Wakef ield- -Continued

8 -- -- 1

8 -- -- .5

30 -- -- .5

1 -- -- 1.3

100 -- -- .5

12 -- -- 1

15 -- -- .8

50 -- -- .8

5 1

5 -- -- .5

2 -- -- 1.5

20 -- -- 1

20 -- -- 5

15 -- -- 5

20 -- -- .5

100 -- -- 1

12 -- -- 1

30 -- -- 1

50 -- -- 1

15 -- -- 1

10 -- -- 1

15 -- -- 8

- -

R

R

- - - - - - - - R

Contains iron

. .

..

USGS

Wolfeboro

2.5 -- -- 1

28 -- -- 72

1 -- -- 1

40 -- -- 1

12 -- -- .5

6 -- -- .5

35 -- -- .5

20 -- -- 1

1 -- -- 1

7.5 -- -- .4

COOS COUNTY

Carrol1

CFB
APPENDIX 2. Stratigraphic logs of selected wells

and borings in the Saco and Ossipee River Basins,

east-central, New Hampshire
Table 2-1. Stratigraphic logs of selected wells and borings in the Saco and Ossipee River Basins, 

east-central New Hampshire.

Local Site number: First two characters are U.S. Geological Survey town and code. Third character indicates ~ A, 

borings done for hydrologic purposes; B, borings done primarily for constructional purposes; S, springs; W, wells. The 

numbers are sequential numbers for each town.

Depth drilled: Depth drilled in feet below land-surface datum.

Depth of well: Depth of well in feet below land-surface datum.

Depth to refusal: Depth to bedrock or refusal in feet below land-surface datum.

Depth to top: Depth to top of lithologic unit, in feet below land-surface datum.

Depth to bottom: Depth to bottom of lithologic unit, in feet below land-surface datum.

Aquifer code:

Codes for the following geologic ages and aquifer materials are listed below.

11OSDMN Quaternary sediment, undifferentiated 110SOIL

111SDMN Holocene sediments, undifferentiated 111 FILL

111SWMP Holocene swamp deposits 112SRFD

112GLCL Pleistocene glacial deposits, undifferentiated 112TILL

112CSR Pleistocene lacustrine deposits BEDROCK

Lithology Code:

The following lithologic codes are used to describe aquifer units.

ALVM alluvium BLDR

GLCL glacial (undifferentiated) GRNT

GRSC gravel, silt, and clay GRVL

MUCK muck OTHR

SAND sand SDCL

SDST sand and silt SGVC

CLAY clay GRDS

LOAM loam PEAT

SDGL sand and gravel SILT

STCL silt and clay TILL

The following abbreviations are used to modify the lithologic descriptions:

Quaternary soil 

Holocene fill 

Pleistocene stratified drift 

Pleistocene till 

bedrock

boulders

granite

gravel

other

sand and clay

sand, gravel, and clay

gravel, sand, and silt

peat

silt

till

VF 

F 

M

Very fine

Fine

Medium

C 

VC

S

Coarse 

Very Coarse 

Sand

126 Geohydrology and Water Quality of the Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire

[--, A dash indicates no data available]

Depth Depth 

Local Depth of to 

site drilled well refusal 

no. (feet) (feet) (feet)

Depth 

to 

top

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

CARROLL COUNTY

ALBANY

ADB

ADB

ADB

ADB

ADB

ADB

ADB

ADB

ADB

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

ADW

2 50

5 9

6 15

7 14

8 21 -- 21

9 29 -- 29

10 22 -- 22

11 29 -- 29

12 17

1 420

2 63 61.5

3 39.5 22.5

4 32.2 29.8

5 113 99.1

6 31.4 31.4

7 -- 503

8 -- 102

9 8 --

10 -- 16

11 -- 12

12 -- 35

0 

3 

5 

19

0 

4

0 

3 

6

0 

4

0

0 

10

2

0 

2 

4

0

--

--

--

--

--

--

0 

30 

273

0 

80

--

--

--

3 

5 

19

4

3 

6

4

10

--

2 

4

--

--

--

--

--

--

30 

273

80

--

--

112SRFD 

112SRFD 

112SRFD 

112SRFD

112SRFD 

112TILL

112SRFD 

112SRFD 

112SRFD

112SRFD 

112SRFD

112SRFD

112SRFD 

112SRFD

112SRFD

112SRFD 

112SRFD 

112SRFD

112SRFD

--

--

--

--

--

110SDMN 

112TILL 

BEDROCK

110SDMN 

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

SDGL 

SAND 

SDGL 

SAND

GRVL 

TILL

SAND 

GRDS 

SDGL

SDGL 

SDGL

GRVL

GRVL 

GRVL

GRVL

LOAM 

SAND 

SDGL

SDGL

--

--

--

--

--

--

SDGL 

TILL

SAND 

SDGL

SDGL

SDGL

SDGL

SAND

FS WITH SILT 

F TO M GRAVEL 

FS WITH SILT AND STONES

GRAVEL WITH BOULDERS 

GRAVELLY TILL (HARD PAN)

MS 

SILT, SAND, 

SANDY GRAVEL

GRAVEL WITH

AND STONE

BOULDERS

GRAVEL WITH SILT 

GRAVEL AND BOULDERS

GRAVEL WITH BOULDERS

TOPSOIL 

LOAMY FS 

M TO CS AND GRAVEL WITH 

SILT AND STONES

GRAVEL, CLAY

F

, HARDPAN

Appendix 2 127
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

ALBANY- -Continued

ADW 13

ADW 14

ADW 15

ADW 16

ADW 17

ADW 18

ADW 19

ADW 20

ADW 21

ADW 22

ADW 23

ADW 24

ADW 25

ADW 26

ADW 27

59 52.4 -- 0

7

8

33

48

58

90 79.5 -- 0

15

18

21

28

33

53

73

83

90 18 90 0

15

18

21

28

33

53

73

83

57.5 49.5 -- 0

15

25

33

48

57

280 -- 0

3

802 -- 0

248

221 -- 0

15

28

652 -- 0

1

421 -- 0

12

627

223

302 -- 0

40

90

542 -- 0

232

802 -- 0

115

302 -- 0

115

523 -- 0

12

7

8

33

48

58

15

18

21

28

33

53

73

83

90

15

18

21

28

33

53

73

83

90

15

25

33

48

57

3

248

15

28

1

12

223

40

90

232

115

115

12

110SDMN

110SDMN

112SRFD

112SRFD

112SRFD

112TILL

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112GLCL

112SRFD

112SRFD

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

ALVM

PEAT

SDGL C TO VCS (FS TO PEBBLES)

SDGL VFS TO COBBLES, POORLY

SORTED, SILTY

SDGL CS, VCS, COBBLES, SILTY

TILL

SDGL VCS (MS TO COBBLES)

SDST VFS TO SILT

SDGL CS TO GRANULES

SAND VFS, FEW SILT LAMINAE

SDGL CS (MS TO PEBBLES)

SAND LAYERS, FS, MS, CS

SDST LAYERS VFS, SILT

SDGL CS (MS TO PEBBLES)

SAND LAYERS VFS, FS, MS

SDGL VCS (MS TO COBBLES)

SDST VFS TO SILT

SDGL CS TO GRANULES

SAND VFS, FEW SILT LAMINAE

SDGL CS (MS TO PEBBLES)

SAND LAYERS, FS, MS, CS

SDST LAYERS VFS, SILT

SDGL CS (MS TO PEBBLES)

SAND LAYERS VFS, FS, MS

SDGL MS TO PEBBLES

SAND LAYERS MS AND FS

SGVC DIAMICTON

SDGL VCS (MS TO SMALL PEBBLES)

SAND FS (VFS TO MS)

SDGL

TILL GRAVEL, CLAY, HARD PAN

SAND

TILL

TILL

TILL

OTHR

CLAY

TILL

CLAY

SDGL

SDCL

CLAY

TILL

128 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

AOW 28

ADW 29

ADW 30

ADW 31

ADW 32

ADW 33

ADW 34

ADW 35

ADW 36

ADW 37

ADW 38

ADW 39

ADW 40

ADW 41

ADW 42

ADW 43

ADW 44

ADW 45

ADW 46

ADW 47

ADW 48

Depth 

Depth of 

drilled well 

(feet) (feet)

20

19

421

242

202

282

521

1110

280

422

424

102

345

343

922

422

322

422

523

727

325

Depth Depth 

to to 

refusal top 

(feet) (feet)

ALBANY -

0

8

10

12

0

2

0

17

0

18

0

120

270

0

50

220

0

22

0

205

0

60

0

180

200

0

15

0

15

0

40

240

250

11

0

45

0

25

0

15

0

180

0

40

50

0

60

Depth 

to 

bottom 

(feet)

-Continued

8

10

12

2

17

18

120

270

50

220

22

205

60

180

200

15

15

40

240

250

--

45

25

15

180

40

50

60

Aquifer 

code

112TILL

112TILL

110SDMN

112TILL

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

Lithotogy

TILL

TILL

SDGL

TILL

SDGL

TILL

TILL

TILL

TILL

SDGL

TILL

TILL

TILL

TILL

TILL

TILL SAND, GRAVEL, HARD PAN

SAND

SDGL

SDCL

TILL

TILL

TILL

TILL

SDCL

SDGL

TILL

Appendix 2 129
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

ALBANY- -Continued

ADW 49

ADW 51

ADW 52

ADW 53

ADW 54

ADW 55

ADW 56

ADW 57

ADW 58

ADW 59

ADW 60

ADW 61

ADW 62

ADW 63

ADW 64

ADW 65

ADW 66

ADW 67

ADW 68

ADW 69

ADW 70

385 

425

145

145

225

225

165

445

405

445

325

165

285

425

345

305

445

183

12 12

2.1 2.1

6 6

9.6 9.6

0 

134 

0 

115

0 

26

0 

11

0 

108

0 

43

0 

30

0 

108

0 

87

0 

94

0 

12

0 

22

0 

68

0 

89

0 

18

0 

10

0 

50

0 

10

--

--

134 

115

26

11

108

43

30

108

87

94

12

22

66

89

18

10

50

10

--

--

--

--

110SDMN 

BEDROCK 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

--

--

--

SDGL 

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

TILL

BARTLETT

BCB 2 11.3 0 

2.5

2.5 112SRFD 

112SRFD

SAND LOAMY SAND 

SDGL SAND AND GRAVEL WITH

BOULDERS

130 Geohydrology and Water Quality of Stratified-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

BARTLETT- -Continued

BCB 4

BCB 5

BCB 6

BCB 7

BCW 7

BCW 8

BCW 9

BCW 10

BCW 11

BCW 12

BCW 19

BCW 20

BCW 21

BCW 22

BCW 23

BCW 24

BCW 25

BCW 26

BCW 27

BCW 28

BCW 29

BCW 30

BCW 31

17 -- -- 0

5

9

7 -- 7 0

3

5

29 -- -- 0

8

12

14

27.5 -- -- 0

8

18

93

305 -- 120

1010 -- 100

61

289 -- 111

80

800

10

753 -- 0

25

385 -- 5

505 -- 8

515 -- 0

6

545 -- 0

135

245 -- 0

18

527 -- 0

70

150

265 -- 0

30

242 -- 0

5

50

90

298 -- 0

3

298 -- 0

4

227 -- 0

50

95

5

9

3

5

8

12

14

8

18

--

--

--

--

--

10

25

--

--

6

135

18

70

150

30

5

50

90

3

4

50

95

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

BEDROCK

112SRFD

BEDROCK

BEDROCK

112SRFD

BEDROCK

112SRFD

112TILL

BEDROCK

110SDMN

BEDROCK

BEDROCK

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

112TILL

BEDROCK

SDGL F TO CS AND GRAVEL

PEAT PEAT AND WOOD

SDGL F TO CS, COBBLES,

BOULDERS, AND TRACES

SILT

OF

GRSC GRAVEL, SAND, AND SILT

ROCK

SILT SILT WITH WEATHERED

GRVL GRAVEL WITH BOULDERS

BLDR CORED BOULDERS

GRVL

BLDR

ROCK

SDGL TRACE OF SILT AND COBBLES

SAND SILTY SAND

GRNT PINK CONWAY GRANITE

TILL

SDGL

TILL

SAND

TILL

TILL GRAVEL, CLAY, HARDPAN

TILL CLAY, HARDPAN

TILL CLAY, HARDPAN

SDGL

SAND

TILL

SDGL

OTHR

TILL

TILL GRAVEL, HARDPAN

Appendix 2 131
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithology

BARTLETT- -Continued

BCW 32

BCW 33

BCW 34

BCW 35

BCW 36

BCW 37

BCW 38

BCW 39

BCW 40

BCW 41

BCW 42

BCW 43

BCW 44

BCW 45

BCW 46

BCW 47

BCW 48

BCW 49

BCW 50

BCW 51

BCW 52

BCW 53

BCW 54

BCW 55

277 -- 0

60

381 -- 0

60

575 -- 0

4

203 -- 0

4

321 -- 0

125

282 -- 0

50

85

228 -- 0

137

302 -- 0

61

687 -- 0

50

477 -- 0

76

130 -- 0

265 -- 0

78

298 -- 0

6

277 -- 0

133

377 -- 0

80

141

452 -- 0

80

502 -- 0

30

327 -- 0

45

222 -- 0

70

222 -- 0

70

865 -- 0

9

985 -- 0

3

645 -- 0

150 -- 0

20

60

60

4

4

125

50

85

137

61

50

76

--

78

6

133

80

141

80

30

45

70

70

9

3

--

20

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

BEDROCK

110SDMN

BEDROCK

TILL

SDGL

TILL

TILL

TILL

SDGL

SAND

SDCL

TILL

OTHR

OTHR

SDGL

SDGL

SDGL

TILL

CLAY

TILL

TILL GRAVEL, CLAY, HARDPAN

TILL GRAVEL, HARDPAN

TILL

SDGL

SDGL

SDGL

SDGL

SDGL

132 Geohydrotogy and Water Quality of Stratmed-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

BARTLETT - - Cont inued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

56

57

58

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

150

280

401

265

689

990

502

177

242

363

200

225

513

363

322

402

444

383

80

425

305

185

75

81

0

130

0

58

0

78

0

25

0

10

0

3

0

0

37

0

80

0

10

30

0

95

0

97

0

35

0

75

0

25

0

90

143

0

15

0

25

0

3

0

60

0

7

--

0

89

130

58

78

25

10

3

37

80

10

30

--

95

97

35

75

25

90

143

15

25

3

60

7

--

89

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

SDGL

SDGL

SDGL

SAND

TILL

SDGL

SDGL

TILL GRAVEL, HARD PAN

SDGL

SAND

SDGL

TILL

TILL

TILL

TILL SAND, GRAVEL, HARDPAN

TILL

SDGL

TILL GRAVEL, CLAY, HARDPAN

SDGL

SDGL

SDGL

SDGL

CLAY

SDGL

SDGL

SDGL

Appendix 2 133
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

BARTLETT- -continued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

302

92

452

202

1100

200

421

402

305

141

221

402

262

602

802

90

423

70

322

244

622

425

0

45

0

130

0

228

0

108

0

17

0

60

0

40

100

0

15

115

125

0

4

30

40

0

10

0

45

0

88

0

25

0

13

0

24

0

218

0

100

0

76

0

45

0

60

0

15

0

85

45

130

228

108

17

60

40

100

15

115

125

4

30

40

10

45

88

25

13

24

218

100

76

45

60

15

85

112TILL TILL GRAVEL, HARD PAN

BEDROCK

110SDMN SDGL

BEDROCK

112TILL TILL GRAVEL, CLAY, HARDPAN

BEDROCK

110SDMN OTHR

BEDROCK

112TILL TILL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

112TILL TILL

BEDROCK

110SDMN SDGL

112TILL TILL CLAY, HARDPAN

BEDROCK

BEDROCK

110SDMN SAND

110SDMN SDGL

110SDMN CLAY

BEDROCK

112TILL TILL

BEDROCK

112TILL TILL

BEDROCK

112TILL TILL

BEDROCK

112TILL TILL GRAVEL, HARDPAN

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

BEDROCK

112TILL TILL

BEDROCK

110SDMN SDGL

BEDROCK

112TILL TILL

BEDROCK

110SDMN SGVC

BEDROCK

134 Geohydrology and Water Quality of Stratifled-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

BARTLETT- -Continued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

110

280

385

377

402

361

420

141

103

103

301

123

445

752

323

303

403

60

643

322

38

352

302

--

0

40

50

0

24

0

139

0

10

0

150

0

80

120

0

25

0

115

0

115

0

75

0

5

23

0

188

0

75

161

0

35

0

80

0

60

70

0

0

55

0

18

0

40

60

0

100

0

8

--

40

50

24

139

10

150

80

120

25

115

115

75

5

23

188

75

161

35

80

60

70

--

55

18

40

60

100

8

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

BEDROCK

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

SDGL

SDGL

CLAY

SDGL

SDCL F

TILL

TILL

TILL

CLAY

TILL

SDGL

SDGL

SDGL

SAND F

SDGL C

SAND

SGVC

TILL

SGVC

TILL CLAY, HARDPAN

SDGL

OTHR

SDGL

TILL

TILL

SDGL

SDST

SGVC

TILL

Appendix 2 135
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

BARTLETT- -Continued

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

BCW

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

282

202

202

402

383

624

322

505

81

152

303

424

182

283

322

424

505

150

100

805

142

0

38

0

60

75

0

70

0

18

0

120

0

80

0

35

50

88

205

--

0

120

0

10

60

0

25

60

0

100

0

100

140

0

20

58

0

15

0

20

0

40

150

0

40

0

60

0

16

18

38

60

75

70

18

120

80

35

50

88

--

--

120

10

60

25

60

100

100

140

20

58

15

20

40

150

40

60

16

18

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

112TILL

BEDROCK

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

110SDMN

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

110SDMN

BEDROCK

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

TILL GRAVEL, HARDPAN

TILL GRAVEL, HARDPAN

SDCL

TILL

TILL

SAND

SDCL

CLAY

TILL

SDGL

TILL GRAVEL, CLAY, HARDPAN

TILL

TILL

TILL

TILL

OTHR

SDGL

SDGL

SGVC

SAND

SDGL

BCW 147 81 79 BEDROCK

T36 Geohydrology and Water Quality of StratMed-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth Depth Depth 

of to to 

well refusal top 

(feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

BARTLETT- -Continued

BCW 148

BCW 149

BCW 150

BCW 152

BCW 153

BCW 154

BCW 155

BCW 156

BCW 157

BCW 158

BCW 159

BCW ,160

BCW 161

BCW 162

BCW 163

BCW 164

BCW 165

BCW 166

BCW 167

BCW 168

BCW 169

BCW 170

360 -- 0 

75

109 -- 0 

109

342 -- 0 

90 

135

6 -- 0 

58

222 -- 0 

25

152 -- 0 

60

252 -- 0 

80

300 -- 0 

83

525 -- 0 

25 

60

524 -- 0 

10

522 -- 0 

50

564 -- 0 

3

662 -- 0 

90

424 -- 0 

2

600 -- 0 

118

425 -- 0 

20 

80

1020 -- 0 

5

503 -- 0 

2

83.2 -- 0 

10 

70

168

500 -- 0 

130

440 -- 0 

30 

138

75

109

90 

135

58

25

60

80

83

25 

60

10

50

3

90

2

118

20 

80

5

2

10 

70

130

30 

138

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112SRFD 

112SRFD 

112SRFD

--

112TILL 

BEDROCK

112TILL 

110SDMN 

BEDROCK

TILL

SDGL

TILL

SDGL

SGVC

TILL CLAY, HARDPAN

TILL GRAVEL, CLAY, HARDPAN

TILL GRAVEL, CLAY, HARDPAN

TILL 

OTHR

TILL

TILL

TILL

TILL CLAY, HARDPAN

TILL

SGVC

OTHR

TILL

TILL

SDGL 

SAND 

SDGL

TILL

TILL 

SDGL

Appendix 2 137
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth Depth 

of to to 

well refusal top 

(feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

BARTLETT- -Continued

BCW 171

BCW 172

BCW 173

BCW 174

BCW 175

BCW 176 23

BCW 177 23.5

BCW 178 18.5

CKB 1 25

CKB 2 10

CKB 3 10

C KB 4 7

CKB 5 2.5

CKB 6 9

CKB 7 8

CKS 1

CKW 1 8.9

CKW 2 8.3

CKW 3 12.5

CKW 4 240

CKW 5 7.5

CKW 6 300

CKW 7 8.9

CKW 8 10.7

500 -- 0 

80 

150

422 -- 0 

30

421 -- 0 

60

523 -- 0 

20

150 -- 0 

25

18 -- 0 

15 

18

22 23.5 0 

17 

18

23

15 18.5 0 

2 

7 

15

CHATHAM

--

--

0 

5

7

--

9 0 

4

8 0 

1

--

8.9

8.3

12.5

--

7.5

8.9

10.7

80 

150

30

60

20

25

15 

18

17 

18 

23

23.5

2 

7 

15 

18.5

--

--

5

--

--

4

1

--

--

--

--

--

--

112TILL 

BEDROCK 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112SRFD 

112TILL

110SDMN 

112GLCL 

112SRPD

112TILL

110SDMN 

112SRFD 

112SRFD 

112TILL

112SRFD

112SRFD

112SRFD 

112SRFD

112SRFD

112SRFD

112SRFD 

112SRFD

112SRFD 

112SRFD

--

--

--

--

--

TILL

TILL

TILL

TILL

CLAY

SDGL COBBLE GRAVEL

SDGL M TO vcs AND PEBBLES

TILL

SDGL COBBLE GRAVEL 

GLCL DIAMICTON 

SDGL PEBBLE GRAVEL (F TO VCS/M 

TO VCS MATRIX) 

TILL

LOAM 

SDGL COBBLE GRAVEL 

SDGL BOULDER GRAVEL 

TILL

SAND M TO C SAND

GRVL

GRVL 

SAND MS

GRVL

SAND FS

SDGL 

TILL SANDY TILL

GRVL 

GRVL SILTY GRAVEL

138 Geohydrology and Water Quality of Stratifled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Osslpee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

CHATHAM- -Continued

CKW 9

CKW 10

CKWll

CKW 12

CKW 13

CKW 14

CKW 15

CKW 16

CKW 17

CKW 18

CKW 19

CKW 20

CKW 21

CKW 22

CKW 23

CKW 24

CKW 25

CKW 26

89 30 -- 0

18

39

72

85

107 60 107 0

23

48

58

73

83

95

87.5 59 -- 0

17

53

68

84

803 -- 0

50

178

122 -- 0

18

302 -- 0

58

110 -- 0

6

220 -- 0

84

262 -- 0

80

401 -- 0

4

323 -- 0

15

402 -- 0

10

422 -- 0

62

423 -- 0

20

222 -- 0

35

363 -- 0

55

165 -- 16

262 -- 0

40

18

39

72

85

23

48

58

73

83

95

107

17

53

68

84

50

178

18

58

6

84

80

4

15

10

62

20

35

55

40

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

110SDMN

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

BEDROCK

112TILL

BEDROCK

SDGL M TO CS WITH GRANULES AND

FEW PEBBLES

SAND LAYERS FS TO MS

SDST LAYERS VFS AND SILT

SDGL MS TO PEBBLES, SILTY

TILL

ALVM VFS TO COBBLES

SDGL CS (MS TO GRANULES)

SAND FS / MS / CS (M TO VCS)

SDGL MATRIX MOSTLY MS (MS TO

PEBBLES)

SAND MS / VFS TO FS

SAND VFS

SDGL CS (MS TO PEBBLES)

SDGL COBBLE GRAVEL WITH SMALL

BLDRS

SAND LAYERS F TO VFS WITH FEW MS

LAYERS

SAND MS (F TO MS) IRON STAINED

LAYERS

SDST LAYERS VFS AND SILT

TILL

SDGL

TILL CLAY, HARDPAN

SDGL

SGVC

TILL

SAND

TILL

TILL

OTHR

SDGL

TILL GRAVEL, HARDPAN

SDGL

TILL

SDCL

TILL

Appendix 2 139
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

CHATHAM- -Continued

CKW 27

CKW 28

CKW 29

CKW 30

CKW 31

CKW 32

CKW 33

CKW 34

CKW 35

CWA 1 49

CWW 10

CWW 44

CWW 45

CWW 46

CWW 47

CWW 48

CWW 49

CWW 50

CWW 51

CWW 52

CWW 53

CWW 54

CWW 55

CWW 56

CWW 57

682

362

200

225

220

420

382

325

422

--

110

185

428

305

530

140

385

118

405

225

100

470

500

180

0

60

165

0

135

145

0

32

0

25

0

55

83

0

15

57

0

20

0

12

0

20

45

CONHAY

0

7

8

23

33

41

--

--

..

75

70

80

122

65

60

40

475

--

36

--

60

165

135

145

32

25

55

83

15

57

20

12

20

45

--

7

8

23

33

41

--

--

--

--

--

--

--

--

--

--

--

--

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

112SRFD

112SRFD

112TILL

--

112SRFD

112SRFD

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

112SRFD

BEDROCK

--

112SRFD

TILL

TILL

TILL

TILL

SDGL

TILL

SDGL

TILL

TILL

SDGL

TILL GRAVEL, HARDPAN

CLAY

LOAM VFS TO SILT

SAND CS (MS TO VCS)

SDST VFS TO SILT

SAND VFS GRAY

STCL MASSIVE, GRAY

TILL GRAY, COMPACT

140 Geohydroiogy and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

CWW 58

CWW 59

CWW 60

CWW 61

CWW 62

CWW 63

CWW 64

CWW 65

CWW 66

CWW 67

CWW 68

CWW 69

CWW 70

CWW 71

CWW 72

CWW 73

CWW 74

CWW 75

CWW 76

CWW 77

CWW 78

CWW 79

CWW 80

Depth 

Depth of 

drilled well 

(feet) (feet)

52

550

205

45

156

225

515

258

119 50

75 69

440

60 58

60 19

153

325

260

175

227

101

75

158

260

480

Depth Depth 

to to 

refusal top 

(feet) (feet)

CONWAY-

--

50

22

--

145

130

148

102

0

23

43

68

78

75 0

18

33

43

65

21

0

7

15

23

33

53

60

0

7

15

23

33

53

60

20

50

20

20

30

--

69

33

100

110

Depth 

to 

bottom 

(feet)

-Continued

--

--

--

--

--

--

23

43

68

78

18

33

43

65

75

--

7

15

23

33

53

60

7

15

23

33

53

60

--

--

--

--

--

--

--

--

Aquifer 

code

112SRFD

BEDROCK

BEDROCK

112SRFD

BEDROCK

BEDROCK

BEDROCK

BEDROCK

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

BEDROCK

110SDMN

110SDMN

112SRFD

112SRFD

112SRFD

112SRFD

BEDROCK

110SDMN

110SDMN

112SRFD

112SRFD

112SRFD

112SRFD

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

112SRFD

BEDROCK

BEDROCK

BEDROCK

BEDROCK

Lithology

SDGL CS (MS TO COBBLES)

SDGL CS (MS TO GRANULES) FEW

PEBBLES (1 F TO MS LYR)

SAND LAYERS MS TO CS, SOME VCS,

1 VFS AND SILT LAMINA

SDGL CS - VCS (MS TO PEBBLES,

SILTY)

TILL

SDGL VCS (CS TO PEBBLES)

SAND VFS TO FS SOME MS

SDST VFS AND SILT WITH CLAY

LAMANAE

STCL GRAY

SDGL MS TO VCS MATRIX, SILTY

LOAM

PEAT

SDGL LAYERS VCS (MS TO PEBBLES)

SDGL LAYERS MATRIX FS, MS, TO

VCS

SDST

SDGL CD (MS TO GRAN)

LOAM

PEAT

SDGL LAYERS VCS (MS TO PEBBLES)

SDGL LAYERS MATRIX FS, MS TO VCS

SDST

SDGL CS (MS TO GRAN)

Appendix 2 141
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

Depth 

to 

top

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

CONWAY- -Continued

CWW

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

cww

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

ECW

81

82

83

84

85

86

87

88

89

107

108

109

110

139

140

141

142

1

2

3

4

5

6

7

8

9

10

11

12

117

280

--

485

266

..

79

413

178

15.8

36.7

79.6

60.1

120

485

140

150

7.5 7.5

26 23

350 350

365

213

261

65

503

423

350

10

177

105

50

89

70

70

118

--

90

90

--

--

--

--

--

135

--

--

EATON

--

--

--

--

0 

8

0 

10 

45

0 

65

0

15

0 

60

0 

25

0 

17

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

8

10 

45

65

15

60

25

--

17

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

BEDROCK

112SRFD

BEDROCK

BEDROCK

--

--

--

--

112SRFD

BEDROCK

112SRFD

112SRFD

--

--

--

--

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

110SDMN

112TILL 

BEDROCK

SDGL

SAND 

SDGL

SDGL

SDGL

SDGL

SDGL

TILL 

SDGL

TILL

142 Geohydrology and Water Quality of Stratifled-Drift Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

ECW 13

ECW 14

ECW 15

ECW 16

ECW 17

ECW 18

ECW 19

ECW 20

ECW 21

ECW 22

ECW 23

ECW 24

ECW 25

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

EATON -

402 -- 0

75

364 -- 0

28

1200 -- 0

12

602 -- 0

17

281 -- 0

20

482 -- 0

186

422 -- 0

120

600 -- 0

12

802 -- 0

25

524 -- 0

15

525 -- 0

1

406 -- 13

325 -- 0

130

Depth 

to 

bottom 

(feet)

-Continued

75

28

12

17

20

186

120

12

25

15

1

13

--

130

Aquifer 

code

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

110SDMN

BEDROCK

Lithobgy

SDGL

SDGL

TILL

TILL CLAY,

TILL

TILL CLAY,

SDGL

TILL

CLAY

TILL

TILL

CLAY

HARDPAN

HARDPAN

EFPINGHAM

EFA 1

EFB 1

EFB 2

EFB 3

67

63

14 - - - - 0

3

8

14

54 -- -- 0

2

45

54

60 -- -- 0

10

25

42

47

52

60

3

8

14

2

45

54

10

25

42

47

52

60

112SRFD

112GLCL

111FILL

112SRFD

112TILL

112TILL

112SRFD

112LCSR

112SRFD

BEDROCK

112SRFD

112SRFD

112LCSR

112SRFD

112LCSR

112TILL

112TILL

SAND LAYERS OF F TO VCS

GRDS DIAMICTON

OTHR FILL

SAND SAND,

TILL TILL,

SOME COBBLES

SANDY

TILL REFUSAL

SAND SAND,

SAND SAND,

SDGL SAND,

REFUSAL ON

SAND SAND,

SAND SAND,

SAND SAND,

SAND SAND,

SILT SILT,

TILL TILL,

COARSE

FINE

COARSE AND GRAVEL

BOULDER OR BEDROCK

FINE TO MEDIUM

MEDIUM TO COARSE

FINE, SILTY

MEDIUM

FINE SANDY

GRAVELLY

TILL END OF HOLE AT 60 FEET

EFW 2

EFW 3

EFW 4

600

25

40

(OTHER LOGS HIT REFUSAL 52 

FEET- 6 2 FEET)

40

Appendix 2 143
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

EFW 

EFW 

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

5 

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

14.6 14.6 

28 28 

48

12 12

83 74.5 83

302

30

352

527

125

627

223

545

252

420

502

202

- - 382 ~ ~

630

"7O 

- - / ^ - -

85

1000

82

202

Depth 

to 

top

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

EPPINGHAM- -Continued

--

0

18

35

74

81

83

0

16

--

0

48

0

194

0

56

0

110

0

20

0

25

0

81

0

20

0

28

0

46

0

72

0

47

--

0

81

0

120

0

41

0

55

18

35

74

81

83

16

48

194

56

110

20

25

81

20

28

46

72

47

81

120

41

55

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

SAND

SAND

SAND

SAND

TILL

SAND

SAND

TILL

TILL

SAND

SAND

TILL

SDGL

SDCL

SDGL

TILL

TILL

SDGL

SAND

SAND

SDGL

SDCL

SAND

OTHR

F, WELL SORTED

M, MEDIUM SORTED

C TO VC, POORLY SORTED

F, FEW PEBBLES, POORLY

SORTED

SAND, GRAVEL, HARD PAN

SAND, CLAY, HARDPAN

CLAY, HARDPAN

144 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

EPPINGHAM- -Continued

EFW 29

EFW 30

EFW 31

EFW 32

EFW 33

EFW 34

EFW 35

EFW 36

EFW 37

EFW 38

EFW 39

EFW 40

EFW 41

EFW 42

EFW 43

EFW 44

EFW 45

EFW 46

EFW 47

EFW 48

EFW 49

EFW 50

EFW 51

25 25

670

638

503

323

300

30

223

127

303

350

800

362

427

282

377

377

43

241

352

602

120

59

0

10

0

8

0

99

0

30

40

152

0

140

0

40

0

160

0

12

0

70

80

0

50

135

0

107

0

100

0

100

0

70

0

10

0

64

0

20

35

0

45

62

0

46

61

--

10

8

99

30

40

152

--

140

--

40

160

12

70

80

50

135

107

100

100

70

10

64

20

35

45

62

46

61

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

TILL

TILL

TILL CLAY, HARDPAN

SGVC

SAND

TILL

SAND

TILL

TILL SAND, CLAY, HARDPAN

TILL

SAND

TILL

SAND

CLAY

SDCL

SDGL

SAND

SDGL

SAND

SDGL

TILL

SDCL

SAND

SDGL

SDCL

SDGL

SDCL

SDGL

Appendix 2 145
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

EFFINGHAM- -Continued

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

EFW

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

300

502

880

502

202

361

327

150

57

280

255

365

242

423

323

303

423

202

51

241

51

225

75

0 

25

0 

25

0 

34

0 

18

0 

65

0 

25

88

0 

76

--

0 

58 

72

0 

86

0 

85

0 

35

0 

135

0 

150

0 

90

0 

15

0 

98

--

0 

20

0 

127

0 

50 

75

25

25

34

18

65

25

--

76

--

58 

72

86

85

35

135

150

90

15

98

--

20

--

127

50 

75

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

SDGL

SDCL

SAND

SAND

OTHR

CLAY

TILL

SDGL

SAND

SAND 

SDGL

SDCL

TILL

TILL SAND, CLAY, HARDPAN

SDCL

TILL

TILL

TILL

SAND

SDGL

SAND

SAND

SGVC

SAND 

SDGL

EFW 75 62 110SDMN SDGL

146 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

EFFIKGHAM- -Continued

EFW 76

EFW 77

EFW 78

EFW 79

EFW 80

EFW 81

EFW 82

EFW 83

EFW 84

EFW 85

EFW 86

EFW 87

EFW 88

EFW 89

EFW 90

EFW 91

EFW 92

EFW 93

FLS 1

FLW 3

FLW 4

FLW 5

FLW 6

93

322

422

502

482

422

255

324

24

425

325

24

324

523

665

503

423

303

--

--

15 15

18 18

87 20

0

30

0

45

0

100

203

0

55

0

50

0

75

165

0

75

0

100

120

0

25

0

90

0

90

0

24.5

0

20

140

0

90

0

90

0

85

0

80

100

FREEDOM

0

140

--

--

--

30

45

100

203

55

50

75

165

75

100

120

25

90

90

24.5

20

140

90

90

85

80

100

140

--

--

--

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

--

--

--

--

TILL GRAVEL, CLAY, HARD PAN

TILL SAND, CLAY, HARDPAN

SAND

TILL SAND, CLAY, HARDPAN

TILL SAND, GRAVEL, HARDPAN

SDGL

SAND

TILL GRAVEL, CLAY, HARDPAN

SAND

SAND

OTHR

SAND

TILL

OTHR

OTHR

SDGL

TILL

SDGL

OTHR ROTTEN ROCK

SAND

TILL SAND, HARDPAN

TILL

TILL

OTHR ROTTEN ROCK

TILL

Appendix 2 147
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

FLW 7 28

FLW 8 32

FLW 9 12

FLW 10 15

FLW 11 50

FLW 12 377

FLW 13 61

FLW 14 18

FLW 15 16

FLW 16

FLW 17 8.3

FLW 18 22

FLW 19

FLW 20

FLW 21 4.9

FLW 22 30

FLW 23 35

FLW 24 73.5

FLW 25 109

FLW 26 113

FLW 27 200

FLW 28 25

FLW 29

Depth Depth Depth 

of to to 

well refusal top 

(feet) (feet) (feet)

FREEDOM

28

32

12

15

50

60

61

18

16

8.3

22

--

--

4.9

30

35

58.7 73.5 0

10

13.5

16

18

37.5

48

63

73.5

39.5 109 0

15

23

33

40

68

73

83

97.5

106

109

20 113

33

63

73

108

--

25

453 -- 0

43

Depth 

to 

bottom

(feet)

- -Continued

--

--

--

--

--

--

--

--

--

--

--

--

--

10

13.5

15

18

37.5

48

63

73.5

15

23

33

40

68

73

83

97.5

106

109

33

63

73

108

--

--

43

Aquifer 

code

--

--

--

--

--

--

--

--

--

--

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

112TILL

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112LCSR

112LCSR

112LCSR

112LCSR

112TILL

112TILL

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

--

110SDMN

BEDROCK

Lithology

SAND M, POORLY SORTED

SAND C, POORLY SORTED

SAND F

SAND VC

SAND C, MEDIUM SORTED

SAND M, MEDIUM SORTED

SAND C, VERY POORLY SORTED

TILL

TILL REFUSAL

SAND M, WELL SORTED

SAND C TO VC, MEDIUM SORTED

SAND M, POORLY SORTED

SAND VC, POORLY SORTED

SAND F TO M, BANDED

SDST VF, GRAY

SAND F, GRAY, MEDIUM SORTED

STCL GRAY

CLAY BROWN, VARVED

TILL

TILL REFUSAL

SAND VF TO FS

SDCL CLAY AND VFS LAYERS

STCL SILT AND CLAY LAYERS

SDST SILT AND F TO VFS LAYERS

TILL

SAND

148 Geohydrotogy and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithotogy

FREEDOM- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

242

66

25

66

530

506

28

475

425

277

32

277

530

45

34

33

38

66

65

35

362

47.6

242

282

0 

140

0 

30 

58

0 

12 

25

0 

8

0 

80

0 

28

0 

82

0 

105

0 

70 

146

0 

33

0 

102

0 

8

--

--

0 

15

--

0 

35 

110

0 

22

0 

106

0 

85

140

30 

58

12 

25

--

8

80

28

82

105

70 

146

33

102

8

--

--

--

15

--

35 

110

22

106

85

110SDMN 

112TILL 

BEDROCK

110SDMN 

110SDMN 

110SDMN

110SDMN 

110SDMN 

110SDMN

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

110SDMN

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN 

110SDMN

110SDMN

110SDMN

110SDMN 

110SDMN 

BEDROCK

110SDMN 

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

SAND 

TILL CLAY, HARDPAN

SDGL 

SGVC 

SDGL

SGVC 

SDGL 

OTHR

TILL

SAND

SDGL 

TILL

SAND

SDCL

SAND 

SDCL

SAND 

CLAY

TILL GRAVEL, CLAY, HARDPAN

SDGL

SDGL

SAND

SAND

SAND

SDGL 

SAND

SDGL

SDGL

SAND 

CLAY

SAND 

SDGL

SDCL

SAND

Appendix 2 149
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

FREEDOM- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

325

302

702

152

302

400

142

45

57

482

423

30

51

178

803

403

800

335

303

503

303

43

0

62

0

55

0

40

0

30

0

60

69

0

45

0

42

--

0

48

0

177

195

222

0

30

0

30

51

5

0

40

0

10

0

30

40

0

38

0

17

0

15

0

53

0

24

28

43

62

55

40

30

60

69

45

42

--

48

177

195

222

--

30

30

--

40

10

30

40

38

17

15

53

24

28

43

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

SDGL

SDCL

TILL CLAY, HARDPAN

SAND

SAND

CLAY

SAND

CLAY

SDGL

SDCL

SAND

SAND

CLAY

TILL GRAVEL, HARDPAN

SDGL

SAND

TILL

SAND

SDGL

TILL GRAVEL, HARDPAN

TILL SAND, GRAVEL, HARDPAN

SAND

OTHR

SAND

SAND

TILL

SAND

SAND

CLAY

SAND

TILL

FLW 76 61 110SDMN SDGL

150 Geohydrology and Water Quality of Stratifled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

FREEDOM- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

802

1000

550

200

377

202

655

200

400

452

46

463

502

227

30

39

302

552

1000

45

34

352

202

0

14

0

150

0

30

78

0

17

0

70

106

0

20

60

0

145

0

33

0

87

0

92

0

30

39

0

25

0

38

0

32

0

30

43

--

0

10

0

152

0

20

..

--

0

50

157

0

12

14

150

30

78

17

70

106

20

60

145

33

87

92

30

39

25

38

32

30

43

--

10

152

20

--

--

50

157

12

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

TILL

SAND

TILL CLAY, HARD PAN

SAND

CLAY

CLAY

SAND

TILL SAND, CLAY, HARDPAN

SAND

TILL

TILL

SGVC

SDGL

SDCL

SAND

TILL

SDGL

SAND

TILL SAND, HARDPAN

SDCL

SAND

SDCL

CLAY

SAND

TILL

SDCL

TILL SAND, GRAVEL, HARDPAN

SDGL

SAND

SAND

TILL CLAY, HARDPAN

TILL GRAVEL, CLAY, HARDPAN

Appendix 2 151
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

FREEDOM- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

24

20

442

417

501

395

477

39

26

34

282

102

182

1000

302

422

422

37

75

424

57

441

544

0 

25

--

0 

200

0 

22

0 

35 

71

0 

20

0 

212

0 

45

--

0 

10 

28 

40

0 

5

0 

18

0 

92

0 

27

0 

20 

50

0 

10 

150

0 

10 

150

..

..

0 

50

--

0 

135

0 

5

25

--

200

22

35 

71

20

212

45

--

10 

28 

40

5

18

92

27

20 

50

10 

150

10 

150

--

50

--

135

5

110SDMN 

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN

110SDMN

110SDMN 

112TILL 

110SDMN 

112TILL

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

SDGL 

SDCL

CLAY

SAND

SAND

SDGL 

TILL

TILL

TILL

SAND 

CLAY

SGVC

SAND 

TILL 

SDCL 

TILL

OTHR

SAND

TILL 

TILL

TILL

SAND 

TILL

SAND 

TILL

SAND 

TILL

SAND

SDGL

SDGL

SDGL

TILL

TILL

CLAY, HARDPAN

CLAY, HARDPAN

SAND, HARDPAN

CLAY, HARDPAN

GRAVEL, HARDPAN

152 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Depth 

Local Depth of 

site drilled well 

no. (feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

FREEDOM- -Continued

FLW 123 -- 403

FLW 124 -- 275

FLW 125 -- 502

FLW 126 -- 282

FLW 127 -- 377

FLW 128 -- 377

FLW 129 -- 302

FLW 130 -- 360

FLW 131 -- 35

FLW 132 -- 53

FLW 133 -- 61

FLW 134 -- 73

FLW 135 -- 243

FLW 136 -- 31

FLW 137 - - 39

FLW 138 -- 1000

FLW 139 - - 84

FLW 140 -- 427

FLW 141 -- 327

FLW 142 - - 202

FLW 143 -- 202

FLW 144 -- 362

FLW 145 -- 142

0

5

0

20

0

4

0

15

0

21

0

21

0

48

0

58

--

--

0

25

--

0

20

0

5

42

0

20

0

25

44

46

50

60

0

200

0

50

258

0

20

45

0

72

0

10

0

20

5

20

4

15

21

21

48

58

--

--

25

--

20

--

5

42

20

25

44

46

50

60

200

50

258

20

45

72

10

20

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

TILL

TILL

SAND

SAND

SDCL

SDCL

SAND

TILL SAND, CLAY. HARDPAN

SAND

SDGL

SAND

SDGL

SDGL

SDGL

SDGL

SAND

TILL CLAY, HARDPAN

CLAY

SDCL

SDGL

CLAY

SAND

SGVC

SDGL

CLAY

SDGL

CLAY

SAND

CLAY

SGVC

SDCL

SAND

Appendix 2 153
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

FREEDOM - - Cont inued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

352

43

273

273

322

475

782

482

960

140

442

420

442

242

475

423

360

48

1000

802

502

400

0 

55

0 

10 

25 

43

0 

23

0 

86

0 

22

0 

50

0 

15

0 

8

0 

240

0 

50

0 

13

0 

50

0 

25

0 

80

0 

100

0 

60 

120 

215

0 

160

--

0 

47

0 

35

0 

120

0 

135

55

10 

25 

43

23

86

22

50

15

8

240

50

13

50

25

80

100

60 

120 

215

160

--

47

35

120

135

110SDMN 

BEDROCK

110SDMN 

110SDMN 

110SDMN 

112TILL

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

112TILL 

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

SDCL

SAND 

SDCL 

SDGL 

TILL

SAND

SAND

TILL

SDCL

TILL

TILL

TILL CLAY,

SDGL

SDCL

TILL CLAY,

SAND

TILL

SDGL

TILL SAND, 

TILL 

CLAY

TILL

SDGL

CLAY

SAND

TILL CLAY,

TILL CLAY,

HARDPAN

HARDPAN

HARDPAN

HARDPAN

HARDPAN

154 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

FREEDOM- -Continued

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

FLW

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

303

242

242

505

305

302

302

220

220

523

35

482

505

630

305

555

15

39

63

61

41

242

422

37

0 

25 

100 

180

0 

20 

55

0 

155

0 

3

0 

67

0 

38

0 

49

0 

26

0 

39

0 

180

0 

4

0 

3

0

7

0 

15

0 

17

--

0 

220

0 

41

0 

38

0 

30

0 

40

50

25 

100 

180

20 

55

155

3

67

38

49

26

39

180

--

4

3

7

15

17

--

--

220

41

38

30

40 

50

110SDMN 

112TILL 

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN 

110SDMN

SDGL 

TILL 

OTHR

SAND 

OTHR

SDCL

TILL

TILL SAND, GRAVEL, HARDPAN

TILL CLAY, HARDPAN

CLAY

TILL

TILL CLAY, HARDPAN

OTHR

SAND

SAND

SAND

TILL

CLAY

CLAY

SAND

SDGL

SAND

SDGL

SAND 

TILL

SAND

SDCL

SDGL 

SAND 

CLAY

Appendix 2 155
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

FLW 192

FLW 193

FLW 194

FLW 195

FLW 196

FLW 197

FLW 198

FLW 139

FLW 200

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

FREEDOM

39

302 -- 0 

25

200 -- 0 

40

220 -- 0 

27

260 -- 0 

9

525 -- 0 

85

302 -- 0 

55

1180 -- 0 

80

302 -- 0 

18

Depth 

to 

bottom 

(feet)

- -Continued

25

40

27

9

85

55

80

18

Aquifer 

code

110SDMN

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

Lithology

SDGL

TILL SAND, CLAY, HARD PAN

SGVC

TILL

SDGL

TILL

CLAY

CLAY

CLAY

HART'S LOCATION

HJW 1

HJW 2

HJB 1

HJB 2

HJB 3

HJB 4

HJB 5

HJB 6

JAB 1

JAB 2

JAB 3

JAW 1

JAW 2

565 -- 0 

35 

108

81 -- 0 

90

28 -- 28 0 

2 

28

14 -- 14

13 -- 13

22 -- 22

31 -- -- 0 

5 

17 

21

9 9

JACKSON

15 -- 15

25 -- 25

8 -- 8 0 

4

24 24

250

35 

108

90

2

28

--

--

5 

17 

21

4

--

110SDMN 

BEDROCK 

BEDROCK

110SDMN 

BEDROCK

112SRFD 

112SRFD 

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD 

112SRFD 

112SRFD 

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD 

112TILL

--

SDGL

SDGL

GRVL 

BLDR 

TILL TILL WITH BOULDERS

TILL GRAVELLY TILL AND BOULDERS 

(STREAMBED)

GRVL GRAVEL WITH BOULDERS

SDGL SAND AND GRAVEL WITH 

COBBLES

GRVL 

BLDR 

GRVL 

ROCK

GRVL GRAVEL WITH BOULDERS

TILL TILL WITH BOULDERS

TILL TILL WITH SAND, SILT, AND 

BOULDERS

SDGL SAND AND GRAVEL WITH 

BOULDERS 

TILL SILTY TILL WITH BOULDERS

156 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

JACKSON- -Continued

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

205

394

125

184

678

438

405

318

480

275

502

528

403

362

377

602

487

282

442

421

122

421

1280

362

0 

15

0 

130

0 

24

0 

50

0 

5

0 

195

0 

250

0 

20

0 

284

0 

92

0 

20

0 

415

0 

48

0 

185

0 

105

6

0 

140

0 

18

0 

70

0 

15

0 

35

0 

20

0 

220

0 

60

15

130

24

50

5

195

250

20

284

92

20

415

48

185

105

140

18

70

15

35

20

220

60

110SDMN 

BEDROCK

112TILL 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

SDGL

TILL 

SDGL

SDGL

TILL

SDGL

TILL

TILL

TILL

TILL GRAVEL, CLAY, HARDPAN

TILL

OTHR

OTHR

TILL GRAVEL, HARDPAN

TILL

TILL

TILL

TILL

TILL

TILL

TILL

TILL

TILL CLAY, HARDPAN

TILL

Appendix 2 157
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

JACKSON- -Continued

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

422

514

230

490

105

225

302

363

551

177

521

245

421

80

76

342

624

300

300

1000

927

775

222

302

0 

15

0 

20

0 

80

0 

4

0 

18

0 

8

0 

124

0 

40

0 

8

0 

91

0 

165

0 

176

0 

38

--

--

0 

135

0 

15

28

9

0 

530 

0 

690

0 

134

0 

132

0 

5

0 

98

15

20

80

4

18

8

124

40

8

91

165

176

38

--

135

15

--

530 

690

134

132

5

98

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

BEDROCK

BEDROCK

110SDMN 

112TILL 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

TILL

TILL

SDGL

SAND

SGVC

CLAY

TILL GRAVEL, CLAY, HARDPAN

TILL CLAY, HARDPAN

TILL

TILL

TILL

SDGL

TILL

SGVC

SGVC

TILL

TILL

CLAY 

TILL 

CLAY

CLAY

CLAY

TILL

CLAY

158 Geohydrology and Water Quality of Stratlfled-Drtft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

JACKSON- -Continued

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

JAW

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

523

504

421

423

305

805

355

423

665

484

102

350

240

302

605

182

521

255

584

422

262

0

100

0

50

0

100

135

0

20

0

92

0

115

0

7

0

40

90

0

330

0

80

140

0

10

0

80

0

10

175

210

0

10

100

0

100

120

0

25

0

80

140

0

34

61

0

120

0

50

0

12

100

50

100

135

20

92

115

7

40

90

330

80

140

10

80

10

175

210

10

100

100

120

25

80

140

34

61

120

50

12

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

CLAY

CLAY

TILL

CLAY

TILL

SGVC

SGVC

SDGL

SDGL

TILL CLAY,

TILL

TILL

TILL CLAY,

CLAY

SDGL

TILL

SAND

TILL

TILL CLAY,

TILL

TILL

CLAY

TILL CLAY,

TILL

TILL

TILL

HARDPAN

HARDPAN

HARDPAN

HARDPAN

Appendix 2 159
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

JACKSON- -Continued

JAW 72

JAW 73

JAW 74

JAW 75

JAW 76

JAW 77

JAW 78

MBA 1

MBB 1

MBB 2

MBB 3

MBB 4

MBW 1

MBW 2

MBW 3

MBW 4

MBW 5

282 -- 0

45

362 -- 0

30

522 -- 0

100

805 -- 0

400

410

708 -- 0

80

200

350 -- 0

2.5

361 -- 0

100

MADISON

32 -- 32 0

15

30

40 -- -- 0

4

20

28

40

75 -- -- 0

11

18

26

37

75

66 -- -- 0

5

14

17

35

65

66

15 -- -- 0

3

15

56

35

395

15.5 15.5

87 87

45

30

100

400

410

80

200

2.5

100

15

30

4

20

28

40

11

18

26

37

75

--

5

14

17

35

65

66

3

15

--

BEDROCK

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

BEDROCK

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112SRFD

112SRFD

112TILL

112SRFD

112SRFD

112LCSR

112SRFD

112SRFD

111SWMP

111SWMP

112LCSR

112SRFD

112GCFV

112GCFV

111FILL

112LCSR

112LCSR

112LCSR

112LCSR

112TILL

BEDROCK

112SRFD

111SDMN

BEDROCK

TILL

TILL

TILL CLAY, HARDPAN

TILL

OTHR

TILL

TILL

SDGL MOSTLY CS TO VCS (FS TO

SMALL COBBLES)

SDGL LAYERS, MOSTLY MS (VFS TO

CS MATRIX)

TILL

GRVL GRAVEL

SAND SAND, MEDIUM TO COARSE

SAND SAND, FINE

SAND SAND, MEDIUM TO COARSE

SAND END OF HOLE AT 40 FEET

MUCK SAND, MEDIUM; MUCK

MUCK SILT, MUCK

SAND SAND, FINE; SOME SILT

SAND SAND, COARSE

SAND SAND, FINE; COARSE SAND

LAYERS

SAND END OF HOLE AT 75 FEET

OTHR FILL

SAND SAND, FINE, SILTY WITH

COARSE SAND LENSES

SAND SILT, SOME CLAY

SILT SILT, SANDY; SOME FINE TO

COARSE SAND LENSES

SAND SAND, FINE TO MEDIUM, SOME

SILT LAYERS

TILL TILL

REFUSAL ON BOULDER OR BEDROCK

GRVL GRAVEL

SAND SAND, SILTY AND COBBLES

REFUSAL ON BOULDER OR BEDROCK

160 Geohydrology and Water Quality of Stratlfied-Drift Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

MBW 6 55

MBW 7 10.3

MBW 10 124

MBW 11

MBW 12

MBW 13

MBW 14

MBW 15

MBW 16

MBW 17

MBW 18

MBW 19

MBW 20

MBW 21

MBW 22

MBW 23

MBW 24

MBW 25

MBW 26

MBW 27

MBW 28

MBW 29

MBW 30

Depth Depth Depth 

of to to 

well refusal top 

(feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithobgy

MADISON- -Continued

55

10.3

59 -- 0

31

41

93

40 -- 0

15

242 -- 0

40

65

802 -- 0

31

55.5 -- 0

12

32

770 -- 0

8

55 -- 0

15

800 -- 0

15

50

43

422 -- 0

18

361 -- 0

10

35

122 -- 0

25

30 -- 0

30

53

53

33 -- 0

30

42

401 -- 0

55

301 -- 0

105

443 -- 0

45

52.5

58

31

41

93

15

40

65

31

12

32

8

15

15

50

--

18

10

35

25

30

30

42

55

105

45

--

--

112SRFD

112SRFD

112SRFD

112SRFD

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

SDGL C TO VCS, PEBBLES AND

COBBLES

SAND M TO CS LAYERS

SDGL F TO VCS WITH PEBBLES

SAND F TO VCS LAYERS

SDGL

SDGL

SDGL

SAND

SAND

SDGL

SAND

SAND

TILL

SDGL

SDGL

SAND F

SDGL

SDGL

SDGL

SDGL

SAND

TILL

SDGL

TILL

SDGL

SDGL

SDGL

SDCL

TILL

SDGL

SAND

SDGL

SDGL

SDGL

Appendix 2 161
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

114 -- 0 

208

241 -- 0 

40 

72

57

363 -- 0 

15

61

522 -- 0 

47

59 -- 0 

28 

59

48

503 -- 0 

35

36

63 -- 0 

20

30.5 -- 0 

38

17

602 -- 0 

93

63

362 -- 0 

60

57

282 -- 0 

41

642 ' -- 0 

35 

48

62

57 -- 0 

58

300 -- 0 

31

175

241 -- 0 

99

208

40 

72

--

15

--

47

28

59

--

35

--

20

38

--

93

--

60

--

41

35 

48

58

31

--

99

110SDMN 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN 

110SDMN 

112TILL

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

110SDMN

110SDMN 

112TILL

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN

110SDMN 

112TILL

112TILL 

BEDROCK

110SDMN

110SDMN 

BEDROCK

SDGL

SAND 

TILL

SDGL

SDGL

SDGL

OTHR

SDGL 

SAND 

TILL SAND, HARD PAN

SDGL

SDGL

SDGL

SDGL 

SAND

SDGL 

TILL

SAND

CLAY

SDGL

SDCL

SDGL

SAND

SAND 

SDGL

SDGL

SDGL 

TILL SAND, GRAVEL, HARDPAN

TILL SAND, CLAY, HARDPAN

SDGL

SDCL

162 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Depth Depth 

Local Depth of to 

site drilled well refusal 

no. (feet) (feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

MADISON- -Continued

MBW 55 57.5 49

MBW 56 89 69.1

MBW 57 78 49

0

13

48

57

0

30

68

84

0

15

23

13

48

57

30

68

78

15

23

68

112SRFD

112SRFD

112TILL

BEDROCK

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

SAND F TO MS SOME CS

SDGL LAYERS MOSTLY VCS (FS

PEBBLES)

TILL

ROTTEN ROCK

SDGL M TO VCS WITH PEBBLES

SAND LAYERS M TO F SOME CS

VFS

SDST VFS TO SILT LAYERS

SAND VFS TO FS LAYERS SOME

SAND F TO VF

SAND LAYERS MOSTLY VCS (MS

GRAN)

TO

AND

MS

TO

SDGL LAYERS MATRIX MOSTLY VCS

CS (SOME VFS, FS. OR MS)

MBW 59 - - 177

MBW 60 -- 453

MBW 61 -- 303

MBW 62 -- 253

MBW 63 -- 203

MBW 64 -- 753

MBW 65 -- 423

MBW 66 -- 252

MBW 67 -- 60

MBW 68 -- 61

MBW 69 -- 765

MBW 70 - - 17

MBW 71 - - 18

MBW 72 -- 36

MBW 73 -- 103

MBW 74 -- 452

68

0

30

40

50

0

12

0

93

0

80

0

80

0

10

0

40

0

27

85

0

40

0

40

0

7

0

0

7

0

0

21

0

73

30

40

50

12

93

80

80

10

40

27

85

40

40

7

--

7

--

21

73

112TILL

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

TILL

SDGL

CLAY

TILL

SDGL

TILL SAND, CLAY, HARDPAN

TILL CLAY, HARDPAN

TILL CLAY, HARDPAN

CLAY

SDGL

SAND

CLAY

SAND

SDGL

SAND

SDGL

SDGL

SDGL

SDGL

SAND

SDGL

SGVC

TILL CLAY, HARDPAN

Appendix 2 163
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithology

MADISON- -Continued

MBW 75

MBW 76

MBW 77

MBW 78

MBW 79

MBW 80

MBW 81

MBW 82

MBW 83

MBW 84

MBW 85

MBW 86

MBW 87

MBW 88

MBW 89

MBW 90

MBW 91

MBW 92

MBW 93

MBW 94

MBW 95

MBW 96

MBW 97

803 -- 0

15

12 -- 0

5

18 -- 0

5

12

18

62

253 -- 0

73

175 -- 0

80

402 -- 0

125

527 -- 0

80

97

327 -- 0

80

120

17 -- 0

12

20

204 -- 0

130

322 -- 0

80

101 -- 0

15

361 -- 0

45

428 -- 0

6

500 -- 0

3

638 -- 0

12

242 -- 0

6

322 -- 0

20

282 -- 0

3

202 -- 0

15

342 -- 0

45

15

5

5

12

18

--

73

80

125

80

97

80

120

12

--

130

80

15

45

6

3

12

6

20

3

15

45

112TILL

BEDROCK

112TILL

110SDMN

112TILL

110SDMN

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

TILL

TILL

SDGL

TILL

SDGL

TILL

SDGL

TILL

OTHR

TILL

SAND

TILL

SDGL

TILL

SDGL

SAND

TILL

SAND

SDGL

TILL

SDGL

TILL

SAND

SAND

TILL

TILL

TILL

TILL

TILL

GRAVEL, HARDPAN

CLAY, HARDPAN

SAND, CLAY, HARDPAN

CLAY, HARDPAN

GRAVEL, HARDPAN

164 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

334

322

19

600

182

377

323

221

32

545

281

420

281

213

188

323

500

400

540

241

302

424

424

0

7

0

135

0

4

0

40

170

0

18

0

42

0

20

0

28

0

33

0

10

0

12

0

240

0

4

0

15

0

15

0

236

0

8

0

6

0

18

0

5

0

35

0

15

0

40

7

135

4

40

170

18

42

20

28

33

10

12

240

4

15

236

8

6

18

5

35

15

40

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

SAND

TILL

SDGL

TILL

SDGL

TILL SAND, HARD PAN

TILL

SDGL

SDGL

TILL

SDGL

TILL

TILL

SDGL

TILL

TILL

TILL

TILL

TILL GRAVEL, HARDPAN

SDGL

SDGL

TILL

TILL

SDGL

SDGL

SDGL

Appendix 2 165
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

538

543

443

927

220

227

402

423

48

152

442

342

20

62

602

545

61

18

242

595

562

540

462

61

0 

10

0 

10

0 

30

0 

135

0 

30 

107

0 

52

0 

18

0 

10

0

0 

22

7

0 

205

0 

9 

10 

20

0

0 

5

0 

10

--

0 

37

0 

40

7

0 

10

0 

10

0 

25

0 

13

10

10

30

135

30 

107

52

18

10

--

22

--

205

9 

10 

20

--

5

10

--

37

40

10

10

25

13

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN

112TILL 

BEDROCK

BEDROCK

112TILL 

BEDROCK

112TILL 

110SDMN 

112TILL 

BEDROCK

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN 

112TILL

110SDMN 

BEDROCK

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN

TILL

TILL

TILL

TILL

SDGL 

OTHR

TILL GRAVEL, CLAY, HARDPAN

TILL GRAVEL, CLAY, HARDPAN

TILL

SDGL

TILL

TILL CLAY, HARDPAN

TILL 

SDGL 

TILL

SDGL

TILL

TILL

SDGL

SAND 

TILL

SDGL

TILL

TILL

TILL

SDGL 

SAND

166 Geohydrology and Water Quality of Stratified-Drift Aquifers In the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

Depth 

to 

top

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

423

223

424

198

422

560

55.5

377

302

177

302

202

876

502

303

424

1060

604

202

438

303

263

164

0 

15

0 

15

0 

15

0 

12

0 

40

0 

10 

18

0 

130

0

10

0 

60

0 

117

0 

10

0 

21

0 

15

0 

30

0 

18

0 

20

0 

65

0 

40 

80

0 

60 

75

0 

60

0 

50

0 

20 

65

15

15

15

12

40

10 

18

--

130

10

60

117

10

21

15

30

18

20

65

40 

80

60 

75

60

50

20 

65

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

112TILL 

BEDROCK

112TILL 

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

110SDMN 

BEDROCK

CLAY

TILL

TILL

TILL

SDGL

SDGL 

CLAY

SDGL

TILL GRAVEL, CLAY, HARDPAN

SAND

SDCL

SAND

TILL CLAY, HARDPAN

TILL

TILL

SDGL

SDGL

SAND

TILL

SDGL 

TILL

TILL 

CLAY

TILL

TILL

TILL 

CLAY

Appendix 2 167
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

545

482

402

202

652

48

525

242

423

1200

60

340

423

420

402

602

20

504

502

302

1050

345

1020

0 

10

0 

26

0 

210

0 

55

0 

85

0 

25 

39 

50

0 

30

0 

30

0 

20

0 

55

0 

45

0 

160

0 

8

0 

2

0 

10

--

0 

12

0 

35

0 

35

0 

80

0 

65

0 

40 

50

10

26

210

55

85

25 

39 

50

30

30

20

55

--

45

160

8

2

10

--

12

35

35

80

65

40 

50

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN 

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

TILL

TILL

CLAY

SGVC

TILL

SAND 

CLAY 

SDGL

TILL

TILL

TILL

CLAY

SDGL

TILL

TILL

TILL

TILL

CLAY

SAND 

SDGL

TILL

TILL

CLAY

TILL

OTHR

SDCL 

OTHR

CLAY, HARD PAN

CLAY, HARD PAN

CLAY, HARDPAN

ROTTEN ROCK

168 Geohydrology and Water Quality of Stratffled-Drift Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

502

422

422

242

282

17

16

303

362

327

177

51

48

525

190

164

202

522

402

20

20

19

45

72

0 

20 

85

0 

100

0 

95

0 

75

0 

52

0 

28

0 

10

0 

15

0 

55

0 

180

0 

18

0 

40

--

0 

2

0 

40

0 

50

0 

12

0 

16

0 

18

0 

21

0 

2 

17

0 

3

--

0

20 

85

100

95

75

52

28

10

15

55

180

18

40

--

2

40

50

12

16

18

21

2

17

3

--

4

112TILL 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN 

112TILL

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN 

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN

110SDMN

TILL 

CLAY

OTHR

TILL

SAND 

SDCL

SDGL

SDGL 

TILL

SDGL 

TILL

SDGL

TILL

OTHR

TILL

SDGL

SDGL

TILL

TILL

TILL GRAVEL, HARDPAN

TILL

SDGL

CLAY

SDGL 

TILL SAND, HARDPAN

SAND 

SDGL

SDGL 

TILL

SAND

SDGL

Appendix 2 169
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

MADISON- -Continued

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

MBW

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

240

300

525

162

525

37

323

122

322

28

422

223

75

53

49

72

526

362

23

523

60

352

73

63

952

803

200

4

0 

25

0 

180

0 

47

0 

38

0 

25

0 

60

0 

175

0 

28

78

0 

50

--

--

--

--

0 

140

0 

50

..

0 

100

--

0 

205

--

0 

35

0 

80 

140 

189

5

0 

140

--

25

180

47

38

25

60

175

28

--

50

--

--

--

--

140

50

--

100

205

--

35

80 

140 

189

--

140

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL

112TILL 

BEDROCK

110SDMN

112TILL 

BEDROCK

110SDMN

110SDMN 

110SDMN

110SDMN 

110SDMN 

110SDMN 

BEDROCK

BEDROCK

110SDMN 

BEDROCK

OTHR

SDGL

SDGL

SDGL 

TILL

OTHR

SDGL

OTHR

SDGL 

TILL

OTHR

SDGL

SDGL

SDGL

SDGL

OTHR

SDCL

TILL GRAVEL, HARD PAN

TILL

SDGL

TILL SAND, CLAY, HARDPAN

SDGL

SDGL 

SAND

SAND 

SGVC 

CLAY

SDGL

MBW 241 73 110SDMN SDGL

170 Geohydrology and Water Quality of Straflfied-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth Depth Depth Depth 

of to to to 

well refusal top bottom 

(feet) (feet) (feet) (feet)

Aquifer 

code Lithotogy

MADISON- -Continued

MBW 242

MBW 243

MBW 244

MBW 245

MBW 246

MBW 247

MBW 248

MBW 249

63

320 -- 0 20

20

580 -- 0 4

4

320 -- 0 105

105

355 -- 0 50

50

552 -- 0 75

75

304 -- 0 50

50 150

150

74 -- 0 76

76

110SDMN SDGL

112TILL TILL GRAVEL, HARDPAN

BEDROCK

112TILL TILL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SGVC

BEDROCK

110SDMN SDGL

110SDMN OTHR

BEDROCK

112SDMN SDGL

BEDROCK

MBW 250

MBW 251

MBW 252

OXA 1

53

58.5

30

59

OXA 2

OXA 3

OXB 1

OXB 2

44

59

98

109

OXB 3 100

110SDMN 

110SDMN

SDGL 

SDGL

OSSIPEE

0

6

10

20

30

35

45

50

0

3

0

1

26

31

0

3

41

98

0

20

29

33

40

72

109

0

10

15

100

6

10

20

30

35

45

50

3

1

26

31

3

41

98

20

29

33

40

72

109

10

15

100

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

111FILL

112SRFD

110SOIL

112SRFD

112SRFD

112SRFD

110LAKE

112SRFD

112SRFD

112SRFD

112SRFD

112LCSR

112SRFD

112LCSR

112SRFD

112LCSR

112LCSR

112SRFD

111SDMN

112SRFD

112SRFD

SAND M

SAND VS, POORLY SORTED

SAND F TO M, MEDIUM SORTED

SAND M, POORLY SORTED

SAND C, MEDIUM SORTED

SAND M, POORLY SORTED

SAND F, MEDIUM SORTED

SAND M, POORLY SORTED

SDGL VF TO CS LAYERS AND PEBBLES

LOAM TOPSOIL

SAND F TO VCS POORLY SORTED

SAND MS WITH C GRAVEL

SAND F TO VCS LAYERS

SAND SAND, FINE

SDGL SAND, COARSE AND GRAVEL

SAND SAND, FINE TO COARSE

SAND END OF HOLE AT 98 FEET

SAND SAND, FINE TO COARSE

SAND SAND, FINE

SAND SAND, COARSE

SAND SAND, FINE

SAND SAND, MEDIUM, STONY

SAND SAND, FINE

SAND END OF HOLE AT 109 FEET

SAND SAND, FINE TO MEDIUM

SAND SAND, MUCK, WOOD

SAND SAND, FINE TO MEDIUM

SAND END OF HOLE AT 100 FEET

Appendix 2 171
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

OSSIPEE- -Continued

OXB 4

OXB 5

OXB 6

OXB 7

OXB 8

OXB 9

OXB 10

OXB 11

OXB 12

OXB 13

OXB 14

OXB 15

OXB 16

40 -- -- 0

10

31

40

93 -- -- 0

4

60

93

26 -- -- 0

15

26

90 -- -- 0

9

15

21

90

20 -- -- 0

4

20

31 -- -- 0

4

6

22

31

22 -- -- 0

5

13

15

22

20 -- -- 0

1

10

20

8 .... o

4

8

35 -- -- 0

4.5

8

35

30 -- -- 0

4

9

21

30

17 -- -- 0

17

81 -- -- 0

10

17

81

10

31

40

4

60

93

15

26

9

15

21

90

4

20

4

6

22

31

5

13

15

22

1

10

20

4

8

4.5

8

35

4

9

21

30

17

10

17

81

111LAKE SAND SAND, FINE

112LCSR SAND SAND, FINE; TRACE OF SILT

112TILL TILL TILL, SANDY

BEDROCK REFUSAL ON BOULDER OR BEDROCK

112SRFD SAND SAND, COARSE

112LCSR SAND SAND, FINE; TRACE OF SILT

112LCSR SAND SAND, FINE

BEDROCK REFUSAL ON BOULDER OR BEDROCK

112SRFD GRVL GRAVEL, SANDY

112TILL TILL TILL, SANDY

BEDROCK REFUSAL ON BOULDER OR BEDROCK

111LAKE SAND SAND, FINE

111SWMP SAND SAND, ORGANIC AND WOOD

111SDMN SAND SAND; TRACE OF SILT

112LCSR SAND SAND, FINE

112LCSR SAND END OF HOLE AT 90 FEET

112SRFD SAND SAND, FINE TO COARSE; SOME

GRAVEL

112TILL TILL TILL

BEDROCK REFUSAL ON BOULDER OR BEDROCK

112LCSR SAND SAND, FINE

112GCFV SDGL SAND, FINE AND GRAVEL

112GCFV SAND SAND, FINE; FEW COBBLES

112TILL TILL TILL

BEDROCK REFUSAL

112SRFD GRVL GRAVEL

112ICCC SAND SAND, MEDIUM AND COBBLES

111SWMP MUCK MUCK

112TILL TILL TILL, GRAVELLY AND BOULDERS

BEDROCK REFUSAL ON BOULDER OR BEDROCK

110SOIL SOIL TOPSOIL

112SRFD GRVL GRAVEL AND BOULDERS

112SRFD SAND SAND, COARSE

112SRFD SAND END OF HOLE AT 20 FEET

(OTHER LOG HIT REFUSAL AT

19 FEET)

111SDMN SAND SAND AND MUCK

112TILL TILL TILL, GRAVELLY

BEDROCK REFUSAL ON BOULDER OR BEDROCK

112SRFD GRVL GRAVEL, SANDY

112ICCC BLDR BOULDERS

112ICCC GRVL GRAVEL, SANDY AND BOULDERS

112ICCC GRVL END OF HOLE AT 35 FEET

111SDMN SAND SAND AND MUCK

112SRFD GRVL GRAVEL

112SRFD SAND SAND, MEDIUM

112LCSR SAND SAND, FINE

112LCSR SAND END OF HOLE AT 30 FEET

112SRFD GRVL GRAVEL, SANDY

112SRFD GRVL END OF HOLE AT 17 FEET

(OTHER LOGS HIT REFUSAL 8

TO 14 FEET)

111FILL OTHR SAND, FILL

112SRFD SAND SAND; SOME WOOD

112LCSR SAND SAND, FINE, SILTY

112LCSR SAND END OF HOLE AT 81 FEET

OXW 5 

OXW 6

12

100

12

100

172 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local

site

no.

Depth 

drilled 

(feet)

Depth 

of

well 

(feet)

Depth

to

refusal 

(feet)

Depth 

to 

top 

(feet)

Depth

to

bottom 

(feet)

Aquifer 

code Lithology

OSSIPEE- -Continued

OXW 7

OXW 8

OXW 9

oxw 10

OXW 11

OXW 12

OXW 13

OXW 15

OXW 16

OXW 18

OXW 19

OXW 20

OXW 22

OXW 23

OXW 24

OXW 25

OXW 26

OXW 27

OXW 29

OXW 30

OXW 31

OXW 32

OXW 33

OXW 34

OXW 35

OXW 36

OXW 37

25

40

48

260

13

12.5

9.8

18

17.5

15

20

250

20

327

325

8.6

75

230

510

554

15

69

25

114

71

103

94

25

40

48

250

13

12.5

9.8

18

17.5

15

20

20

8.6

75

15

69

25

69

18.5

90

49

71

103

94

0 15 112SRFD SDGL C TO CVS AND GRANUALS

15 89 112SRFD SAND LAYERS FS TO VCS

89 -- 112SRFD SAND VFS TO FS WITH SILT

0 26 112SRFD SDGL M TO VCS AND. PEBBLES

26 68 112SRFD SDST LAYERS VF TO MS AND SILT

68 -- 112TILL TILL

0 83 112SRFD SDGL M TO VCS, PEBBLES AND

COBBLES WITH SILT

83 98 112SRFD SAND C TO VCS 

98 -- 112TILL TILL

0 23 112SRFD SAND LAYERS OF C TO VCS 

23 56.5 112SRFD SDGL LAYERS C TO VCS AND PEBBLES 

56.5 78 112GLCL GRDS DIAMICTON SILT TO PEBBLES 

78 -- 112SRFD SDGL CS TO

PEBBLES,SILTY,DIAMICTON 

AND CS LAYERS

Appendix 2 173
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

OXW 38

OXW 40

OXW 41

OXW 42

OXW 43

OXW 44

OXW 45

OXW 46

OXW 47

OXW 48

OXW 49

OXW 50

OXW 51

OXW 52

OXW 53

OXW 54

OXW 55

OXW 56

OXW 57

OXW 58

Depth 

Depth of 

drilled well 

(feet) (feet)

115 115

40

503

585

753

72

62

75.6

113

40

540

253

552

377

800

61

312

237

32

600

Depth Depth 

to to 

refusal top 

(feet) (feet)

OSSIPEE -

0

25

53

97

104

0

20

0

67

0

35

0

35

0

10

62

87

0

12

53

57

89

0

20

35

69

89

--

--

0

120

0

195

0

277

0

83

0

120

--

0

22

0

25

--

0

250

Depth 

to 

bottom 

(feet)

-Continued

25

53

97

104

--

20

67

35

35

10

62

87

12

53

57

89

20

35

69

89

--

--

120

195

277

83

120

--

22

25

250

Aquifer 

code

112SRFD

112SRFD

112SRFD

112GLCL

112SRFD

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

--

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

Lithotogy

SAND M OVER F TO VF

SDGL LAYERS M TO VCS AND PEBBLES

SDGL SILTY SAND AND

PEBBLES .LAYERS F TO CS TO

C TO VCS

GRDS DIAMICTON

SDGL MS TO C TO VCS AND PEBBLES

SAND

SDGL

SAND

SAND

SAND

SDGL

SAND

SDGL

SDGL

SAND

SDGL

SAND

SAND

SDGL

SAND

SDGL

SAND

TILL SAND, CLAY, HARDPAN

TILL CLAY, HARDPAN

SDCL

SAND

TILL SAND, CLAY, HARDPAN

SAND

SAND

SAND

SAND

SAND

174 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

OSSIPEE- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

9

53

36

33

576

552

106

452

602

53

92

92

53

82

42

300

14

94

498

403

16

302

500

0

4

5

--

..

--

0

28

0

125

130

0

181

0

90

0

60

--

0

30

73

0

30

73

0

20

0

40

58

0

8

0

11

0

6

0

120

0

70

0

80

--

0

15

0

115

4

5

--

--

--

28

125

130

181

90

60

--

30

73

30

73

20

40

58

8

11

6

120

70

80

--

15

115

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

SAND

SDGL

CLAY

SDGL

SAND

SAND

SGVC

SDCL

SDGL

SDGL

SDCL

SAND

SAND

SAND

CLAY

SAND

SAND

CLAY

SAND

SDGL

SAND F

SAND

SDCL

SAND

SDGL

SAND

SDGL

SAND

SDGL

SDGL

SAND

SGVC

SAND

TILL

SDGL

OXW 82 48 110SDMN

Appendix 2 175
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lrthology

OSSIPEE- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

11

264

91

39

423

180

690

41

50

93

63

44

60

380

502

894

575

202

802

100

202

140

352

0

12

0

60

0

132

--

0

100

0

130

0

72

--

--

0

30

75

0

20

50

85

0

15

--

0

39

0

170

0

89

0

35

80

0

72

0

85

..

0

88

0

20

38

0

210

12

60

132

--

100

130

72

--

--

30

75

20

50

85

15

--

39

170

89

35

80

72

85

--

88

20

38

210

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

. 110SDMN

112TILL

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

SAND

SDCL

SDGL

SAND

SAND

SDGL

SAND

SAND

CLAY

SAND

SAND

SDCL

CLAY

SAND

SAND

CLAY

SAND

SDGL

SDGL

TILL SAND. GRAVEL, HARDPAN

SAND

SAND

SDCL

SDCL

SAND

OTHR

SDGL

CLAY

SAND

SDGL

SAND

SDGL

SGVC

OXW 106 315

176 Geohydrology and Water Quality of Stratified-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

OSSIPEE- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

51

31

84

31

34

242

421

17

54

105

1120

25

500

43

505

515

585

32

202

202

302

553

0

6

0

32

0

20

72

--

--

0

138

0

40

80

140

0

18

25

--

0

88

0

20

0

5

10

0

90

0

44

0

121

0

120

145

0

35

0

35

0

20

45

0

14

0

10

0

80

115

6

32

20

72

138

40

80

140

18

25

--

88

20

5

10

90

44

121

120

145

35

35

20

45

14

10

80

115

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

SDCL

SDGL

SDGL

SAND

SAND

CLAY

SAND

SDGL

SAND

TILL SAND, GRAVEL, HARDPAN

TILL

CLAY

SAND

TILL

SDGL

TILL SAND, HARDPAN

SDGL

SDGL

SDGL

SAND

SAND

SDGL

. TILL GRAVEL, CLAY, HARDPAN

SDCL

SAND

TILL CLAY, HARDPAN

SDGL

SDGL

CLAY

SDGL

CLAY

SDGL

TILL GRAVEL, HARDPAN

SAND

CLAY

Appendix 2 177
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

OSSIPEE- -Continued

OXW

oxw

OXW

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

204

303

43.5

163

800

302

253

58

362

493

402

127

252

113

145

304

652

442

302

177

177

800

0

40

65

0

25

0

45

0

20

30

0

38

0

169

0

40

--

0

30

0

160

0

115

0

22

0

40

88

0

13

0

50

0

25

0

195

0

100

190

0

100

135

0

48

0

90

110

0

20

40

65

25

45

20

30

38

--

169

40

--

30

160

115

22

40

88

13

50

25

195

100

190

100

135

48

90

110

20

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

SDGL

SAND

SAND

SAND

TILL

SAND

TILL

SDCL

 TILL

SAND

SAND

SAND

SAND

SDCL

SAND

TILL

TILL

OTHR

SAND

SAND

SDCL

SDGL

TILL

SAND

TILL

SDCL

SDGL

TILL

SDGL

SAND, CLAY, HARDPAN

GRAVEL, HARDPAN

CLAY, HARDPAN

CLAY, HARDPAN

178 Geohydrology and Water Quality of Strattfled-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

OSSIPEE- -Continued

oxw

OXW

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

182

422

30

162

202

545

700

140

252

522

502

303

640

112

421

46.5

402

602

39

353

422

202

880

0 

71

0 

100 

162

0 

32

0 

125

0 

130

0 

105

0

0 

115

0 

16

0 

47

0 

122

0 

120

0 

25

0 

95

0 

25

--

0 

104

0 

80

0 

12 

15

0 

177

0 

75

0

91

0 

19

71

100 

162

32

125

130

105

--

115

16

47

122

120

25

95

25

104

80

12 

15

177

75

91

19

112TILL 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN 

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

--

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN 

110SDMN

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

TILL SAND, GRAVEL, HARD PAN

SAND 

TILL CLAY, HARD PAN

SAND 

SDCL

SDGL

OTHR

SAND

SDGL

SAND

SAND

SGVC

SDGL

TILL GRAVEL, HARDPAN

TILL 

SDGL

SDGL

SDCL

SDCL

TILL CLAY, HARDPAN

SDGL 

CLAY 

SAND

SDCL

TILL

SDGL

SDGL

Appendix 2 179
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

OSSIPEE- -Continued

oxw

OXW

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

785

600

322

402

39

527

63

542

440

202

352

302

410

502

125

200

30

302

240

304

39

405

602

0

109

0

60

0

40

0

14

0

2

35

43

0

65

--

0

40

185

0

50

90

0

60

0

172

0

68

0

60

0

108

0

76

0

20

--

0

50

0

46

82

0

80

0

40

0

174

0

70

109

60

40

14

2

35

43

65

--

40

185

50

90

60

172

68

60

108

76

20

--

50

46

82

80

40

174

70

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

112TILL

BEDROCK

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

BEDROCK

SAND

SAND

SDGL

TILL

SDGL

CLAY

SDGL

TILL SAND, GRAVEL, HARDPAN

TILL SAND, CLAY, HARDPAN

SAND

TILL

CLAY

SAND

SDCL

OTHR

CLAY

SDCL

SAND

TILL SAND, HARDPAN

SAND

TILL

SAND

OTHR

SAND

TILL CLAY, HARDPAN

OTHR

SDGL

TILL

SDCL

SDCL

180 Geohydrology and Water Quality of Strattfled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

OSSIPEE- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

402

54

403

25

478

302

328

310

403

300

502

278

377

177

202

552

352

12.5

190

377

402

252

0

39

--

0

117

0

5

10

11

32

0

382

0

30

180

0

50

0

20

90

0

152

0

15

0

84

0

32

0

32

0

80

0

92

0

136

0

34

0

13

0

40

0

88

0

175

0

185

39

--

117

5

10

11

32

382

30

180

50

20

90

152

15

84

32

32

80

92

136

34

13

40

88

175

185

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

SDGL

SAND

SDCL

SDGL

SDGL

CLAY

SAND

SDCL

TILL

SDGL

OTHR

TILL

SDGL

TILL

TILL

SAND

TILL

SDGL

SDGL

TILL

TILL

TILL

OTHR

SDGL

TILL

SAND

SDGL

TILL

TILL

TILL

GRAVEL, CLAY, HARD PAN

CLAY, HARDPAN

SAND, CLAY, HARDPAN

SAND, CLAY, HARDPAN

CLAY, HARDPAN

CLAY, HARDPAN

GRAVEL, CLAY, HARDPAN

GRAVEL, HARDPAN

CLAY, HARDPAN

CLAY, HARDPAN

GRAVEL, HARDPAN

Appendix 2 181
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

OSSIPEE- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

29

328

228

252

425

552

427

142

402

160

14

344

100

315

502

736

402

505

322

621

421

0

12

21

30

0

149

0

21

0

153

0

89

0

200

250

0

60

0

39

0

117

0

30

0

12

0

80

0

212

0

130

0

100

250

375

0

12

0

150

0

105

0

20

40

175

0

50

0

4

12

21

30

149

21

153

89

200

250

60

39

117

30

12

80

212

130

100

250

375

12

150

105

20

40

175

50

4

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

112TILL

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

SDGL

CLAY

SDGL

CLAY

TILL

SDCL

CLAY

TILL

CLAY

TILL

TILL

CLAY

SAND

OTHR

SDGL

TILL

SDGL

TILL

TILL

TILL

TILL

SDGL

TILL

SAND

TILL

CLAY

TILL

TILL

TILL

CLAY, HARDPAN

GRAVEL, CLAY, HARDPAN

CLAY, HARDPAN

GRAVEL, HARDPAN

GRAVEL, HARDPAN

GRAVEL, HARDPAN

182 Geohydrology and Water Quality of Stratified-Drtft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

OSSIPEE- -Continued

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

380

365

565

325

302

300

902

302

423

262

363

482

402

302

57

142

62

86

277

500

705

220

650

327

0 

91

0 

12

0 

44

0 

33

0 

5

0 

14

0 

15

0 

131

0 

70

0 

159

0 

225

0 

11

0 

160

0 

87

--

10

--

0 

55

0 

95

0 

8

0 

78

0 

101

0 

50

91

12

44

33

5

14

15

131

70

159

225

11

160

87

--

10

--

--

55

95

8

78

101

50

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

SDGL

TILL

TILL GRAVEL, HARDPAN

TILL GRAVEL, HARDPAN

TILL

TILL

TILL

SGVC

CLAY

TILL SAND, GRAVEL, HARDPAN

TILL

SDGL

SDGL

SDGL

SAND

TILL

SDCL

SAND

SDCL

SDGL

TILL

SDGL

OTHR

SDGL

Appendix 2 183
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth Depth 

of to to 

well refusal top 

(feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

OSSIPEE- -Continued

oxw

OXW

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

oxw

264

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

203

0

80

262 -- 0

100

294 -- 0

10

342 -- 0

74

177 -- 0

85

603 -- 0

12

222 -- 0

50

180

400 -- 0

8

14 -- 0

15

28

262 -- 0

30

130

45

265 -- 0

95

28

300 -- 0

20

60

120

166

277 -- 2

665 -- 0

120

365 -- 0

15

142 -- 0

29

35

24

42 -- 0

42.5

88

48

88

80

100

10

74

85

12

50

180

8

15

28

30

130

--

95

--

20

60

120

166

--

120

15

29

--

--

42.5

--

--

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

110SDMN

110SDMN

110SDMN

TILL GRAVEL, HARDPAN

CLAY

TILL

TILL

SDGL

TILL

TILL

SDGL

TILL GRAVEL, CLAY, HARDPAN

SDGL

SDGL

TILL

TILL

CLAY

SAND

TILL

SDGL

SAND

SDGL

CLAY

SDGL

SDGL

SDGL

TILL

SAND

SDGL

SDGL

TILL CLAY, HARD PAN

SAND

SAND

SAND

184 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

OXW 288

OXW 289

OXW 290

OXW 291

OXW 292

OXW 293

OXW 294

OXW 295

OXW 296

OXW 297

OXW 298

OXW 299

OXW 300

OXW 301

OXW 302

OXW 303

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

OSSIPEE

242 -- 0

45

602 -- 0

50

202 -- 0

10

302 -- 0

85

1280 -- 0

220

330 -- 0

35

280 -- 0

134

660 -- 0

21

502 -- 0

7

277 -- 0

83

43 -- 0

45

362 -- 0

40

477 -- 0

80

220

88 -- 0

39 -- 0

20

61 -- 0

65

Depth 

to 

bottom 

(feet)

- -Continued

45

50

10

85

220

35

134

21

7

83

45

40

80

220

--

20

65

Aquifer 

code

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

Lithology

TILL GRAVEL, HARD PAN

TILL SAND, HARDPAN

TILL

TILL

TILL

TILL GRAVEL, HARDPAN

SGVC

SAND

TILL

TILL CLAY, HARDPAN

SAND

SDCL

TILL

SAND

CLAY

SAND

SDCL

SAND

SDGL

TILL

SANDWICH

SEA 1

SEE 1

SEB 11

SEB 12

SEW 3

SEW 4

35 -- -- 0

12

15

23

32 -- -- 0

7

32

24 -- 24

39 -- -- 0

6

20

165

10.4 10.4

12

15

23

7

32

6

20

--

110SDMN

112SRFD

112SRFD

112TILL

112LCSR

112TILL

112TILL

112TILL

112SRFD

112SRFD

112SRFD

--

SAND CS (MS TO GRANULES)

SDST LAYERS FS, VFS, SILT

GRDS SAND AND SILT, POORLY

SORTED, WITH PEBBLES

TILL GRAY, COMPACT

SAND SAND, FINE

TILL TILL

TILL TILL; END OF HOLE

TILL LAYERS OF SILTY, CLAYEY AND

GRAVELLY TILL

SDGL

SAND CS

SAND FS WITH SILT AND STONES

Appendix 2 185
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

Depth 

to 

top

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

SANDWICH- -Continued

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

18

19

20

22

23

24

25

26

27

28

29

30

32

33

34

39

40

41

42

43

46

653

695

12.5

362

11

668

773

62 30

500

502

802

305

12

477

452

11

304

641

18

137

413

0

60

0

14

0

3

0

40

0

1

3

0

266

0

100

0

10

18

18.2

33

58

0

8

0

84

0

160

0

11

0

6

0

15

0

30

45

50

0

1

0

50

0

115

0

8

9

0

22

0

6

60

14

--

3

40

1

3

266

100

10

18

18.2

33

58

8

84

160

11

6

15

30

45

50

1

50

115

8

9

22

6

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

112TILL

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

112TILL

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

TILL

TILL

SAND

CLAY

SDGL

SDGL

SDGL

SAND

TILL CLAY, HARDPAN

TILL

SAND F TO VFS

SDGL VCS (MS TO PEBBLES)

GRVL PEBBLES (8-21 MILLIMETER

DIAMETER)

SDGL VCS TO PEBBLES

SDGL LAYERS MS TO CS WITH

PEBBLES

TILL

SAND

TILL GRAVEL, HARDPAN

TILL

SDGL

SDGL

TILL SAND, HARDPAN

TILL

SAND

SDGL

CLAY

SAND

TILL

TILL

TILL

SDGL

CLAY

SDGL

TILL

TILL

186 Geohydrology and Water Quality of Stratffled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

SANDWICH- -Continued

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

SEW

47

48

51

54

56

57

59

62

63

64

65

73

74

75

76

77

81

82

84

85

86

302

11

204

82

423

11

290

873

473

524

400

233

424

15

552

330

400

503

237

477

303

0

40

60

0

2

0

15

0

9

0

60

85

0

3

0

80

0

42

0

81

0

150

0

200

0

20

0

100

0

7

10

11.5

0

18

0

90

0

60

69

0

50

150

194

0

36

0

245

0

20

85

40

60

2

15

9

60

85

3

80

42

81

150

200

20

100

7

10

11.5

18

60

69

50

150

194

36

245

20

85

110SDMN

110SDMN

BEDROCK

110SDMN

112TILL

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

112TILL

110SDMN

BEDROCK

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

SDCL

SGVC

SDGL

TILL

TILL

TILL

TILL

CLAY

SAND

SDGL

TILL CLAY,

SDGL

TILL CLAY,

TILL

CLAY

TILL

TILL

SAND

SDGL

SAND

SDGL

CLAY

OTHR

TILL CLAY,

SDGL

SDGL

TILL CLAY,

CLAY

SDGL

TILL CLAY,

TILL

CLAY

HARDPAN

HARDPAN

HARDPAN

HARDPAN

HARDPAN

Appendix 2 187
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

SANDWICH- -Continued

SEW 87

SEW 88

SEW 89

SEW 92

SEW 96

SEW 97

SEW 98

SEW 99

SEW 101

SEW 102

SEW 103

SEW 104

SEW 111 12.5

SEW 152

SEW 153 12

SEW 154 4

SEW 155 90

SEW 156 700

SEW 158 10.6

405

154

462

13

255

530

18

305

520

523

12

250

12.5

402

12

4

--

--

10.6

0

12

0

90

0

20

--

0

4

0

45

0

48

0

8

0

200

230

0

0

8

--

0

35

--

--

--

12

90

20

4

45

48

8

200

230

8

35

--

--

--

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

112TILL

BEDROCK

112TILL

BEDROCK

112TILL

110SDMN

BEDROCK

110SDMN

112TILL

BEDROCK

112TILL

BEDROCK

--

--

--

--

SAND

TILL

TILL

SAND

TILL CLAY, HARD PAN

TILL

TILL SAND, GRAVEL,

CLAY

TILL

TILL GRAVEL, CLAY,

TILL

TILL

OTHR ROTTEN ROCK

SDGL

TILL

TILL SAND, HARDPAN

HARDPAN

HARDPAN

TAMWORTH

TAB 1 24

TAB 2 51

TAB 3 23.5

TAB 4 20

. .

. .

0

3

8

24

0

7

30

51

0

23.5

0

20

3

8

24

7

30

51

23.5

20

111SDMN

112SRFD

112TILL

BEDROCK

111SDMN

112SRFD

112LCSR

BEDROCK

112SRFD

BEDROCK

112SRFD

BEDROCK

OTHR FILL

GRVL GRAVEL

TILL TILL

REFUSAL ON BOULDER

SAND SAND AND MUCK

SAND SAND, GRAVELLY

SAND SAND, SILTY

REFUSAL ON BOULDER

OR BEDROCK

AND SILTY

OR BEDROCK

SDGL SAND AND GRAVEL; SOME

BOULDERS

REFUSAL ON BOULDER

GRVL GRAVEL, COARSE

REFUSAL

OR BEDROCK

AND BOULDEF

188 Geohydrotogy and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

TAB 5

TAB 6

TAB 7

TAB 8

TAB 9

TAW 1

TAW 2

TAW 4

TAW 5

TAW 6

TAW 8

TAW 9

TAW 10

TAW 12

TAW 13

TAW 14

TAW 15

TAW 16

TAW 17

TAW 18

TAW 19

TAW 20

TAW 21

TAW 22

Depth Depth 

Depth of to 

drilled well refusal 

(feet) (feet) (feet)

34.5

42

67

15

20

190

75

32 32

240

13.2 13.2

300

67 67

46 46

30 30

8.8 8.8

15 15

25 25

20 20

32 32

1210

430

360

100 100

9 9

Depth Depth 

to to 

top bottom Aquifer 

(feet) (feet) code

TAMWORTH- -Continued

0 15 112SRFD

15 20 112SRFD

20 26 112SRFD

26 34.5 112TILL

34.5 -- BEDROCK

0 2 112SRFD

2 5 112GCFV

5 10 112SRFD

10 42 112TILL

42 - - BEDROCK

0 9 112SRFD

9 20 112SRFD

20 27 112LCSR

27 37 112SRFD

37 42 112LCSR

42 60 112SRFD

60 67 112SRFD

67 -- 112SRFD

0 1 110SOIL

1 7 111SDMN

7 15 112TILL

15 - - BEDROCK

0 10 112SRFD

10 -- 112SRFD

--

--

--

--

--

--

--

--

--

--

--

--

--

--

Lithology

SAND SAND, FINE TO MEDIUM

SAND SAND, FINE TO COARSE

SAND SAND, FINE TO MEDIUM

TILL TILL

GRVL GRAVEL, LOAMY

SAND SAND, FINE TO MEDIUM;

SILT

GRVL GRAVEL

TILL TILL

GRVL GRAVEL; SOME SILT

SAND SAND, FINE TO MEDIUM;

COBBLES

SAND SAND. FINE. SILTY

SAND SAND, FINE TO COARSE

SAND SAND, FINE; SOME SILT

SAND SAND. FINE TO MEDIUM;

COARSE SAND

SAND SAND, FINE TO MEDIUM;

SILT

SAND END OF HOLE AT 67 FEET

SOIL TOPSOIL

GRVL GRAVEL, FINE. SILTY

TILL TILL

SOME

SOME

SOME

SOME

REFUSAL ON BOULDER OR BEDROCK

SDGL GRAVEL WITH BOULDERS

SAND MEDIUM TO COARSE SAND

Appendix 2 189
Table 2-1 . Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth Depth Depth 

Depth of to to 

drilled well refusal top 

(feet) (feet) (feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

TAMWORTH- -Continued

TAW 23

TAW 24

TAW 25

TAW 26

TAW 28

TAW 29

TAW 30

TAW 31

TAW 32

TAW 33

TAW 34

TAW 35

TAW 36

TAW 37

TAW 38

TAW 39

TAW 40

TAW 41

TAW 42

TAW 43

TAW 44

6 6

300

14 14

13.9 13.9

9.1 9.1

15 15

7.9 7.9

114 114 -- 0

63

97

112

45 42 -- 0

14

26

28

38

99 67.5 -- 0

47

63

73

83

44 40 44 0

11

21

37

41

45

22 -- 0

22

27.5

28 -- 0

29

28 -- 0

20

28.5

34 -- 0

35

302 -- 0

3

177 -- 0

45

47

608 -- 0

47

--

--

--

--

--

63

97

112

14

26

28

38

47

63

73

83

11

21

37

41

22

29

20

28.5

35

3

45

--

47

--

--

--

--

--

--

112SRFD

112SRFD

112GLCL

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

112SRFD

112SRFD

112GLCL

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112SRFD

112TILL

110SDMN

110SDMN

112TILL

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

112TILL

110SDMN

110SDMN

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

BEDROCK

SDGL M TO VCS, PEBBLES AND

COBBLES

SAND POORLY SORTED CS

GRDS DIAMICTON, M TO FS WITH

SILT AND PEBBLES

SAND F TO VCS LAYERS

SDGL CS AND COBBLES

SAND M TO VF

CLAY

SAND M TO VFS

TILL

SAND F TO VC LAYERS

SDGL F TO CS AND PEBBLES

GRDS DIAMICTON CS, SILT, PEBBLES

AND COBBLES

SAND M TO CS

SDGL M TO VCS AND PEBBLES

SDGL CS AND PEBBLES

SAND F TO MS UNIFORM

SILT SILT WITH VFS LAMANAE

SDGL C TO VCS AND PEBBLES

TILL SILT TO PEBBLES

SDGL

SAND

TILL

SDGL

SDGL

CLAY

SDGL

SAND C

TILL

SAND

SDCL

TILL

SDGL

SDGL

SDGL

TAW 45 

TAW 46

66

53

110SDMN 

110SDMN

SDGL 

SAND

190 Geohydrology and Water Quality of StratMed-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithobgy

TAHWORTH- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

67

68

88

352

64

70

63

43

53

502

400

120

310

802

28

700

13

39

48

500

15

12

60

342

702

60

402

--

--

160

0 

41 

270

--

--

--

--

0 

132

0 

104

0 

85

0 

80

0 

15

--

0 

13

0 

2

--

--

0 

103

0 

10

--

--

0 

52

0 

42

--

0 

50 

150 

215

--

--

160

41 

270

--

--

--

--

132

104

85

80

15

--

13

2

--

103

10

--

52

42

--

50 

150 

215

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

112TILL 

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

110SDMN

110SDMN

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN 

112TILL 

110SDMN 

BEDROCK

SDGL

SDGL

SDGL

SGVC 

TILL CLAY, HARDPAN

SDGL

SDGL

SDGL

SDGL

SAND

SAND

SAND

SAND

SAND

SDGL

SGVC

TILL 

SDGL

SDGL

SDGL

SAND

SDGL 

SAND

SAND

SAND

TILL GRAVEL, HARDPAN

TILL GRAVEL, HARDPAN

SDGL

SAND 

TILL 

CLAY

Appendix 2 191
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

No.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

TAMWORTH- -Continued

TAW 74

TAW 75

TAW 76

TAW 77

TAW 78

TAW 79

TAW 80

TAW 81

TAW 82

TAW 83

TAW 84

TAW 85

TAW 86

TAW 87

TAW 88

TAW 89

TAW 90

TAW 91

TAW 92

TAW 93

TAW 94

TAW 95

TAW 96

TAW 97

TAW 98

TAW 99

274

1100

63

23

45

70

602

60

577

63

69

72

66

74

363

525

48

43

15

550

68

82

40

135

453

28

0 

60 

200

0 

161

--

0 

24

--

0 

30

0 

50

--

0 

25 

30 

40

--

--

--

--

--

0 

12

0 

55

--

0 

52

0 

71

--

0 

45

--

0 

130

0 

226

0 

21 

28

60 

200

161

--

24

--

30

50

--

25 

30 

40

--

--

--

--

--

12

55

--

--

52

71

45

--

130

226

21 

28

110SDMN 

BEDROCK 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

110SDMN

110SDMN

110SDMN 

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

110SDMN 

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN 

112TILL

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN

110SDMN 

110SDMN

110SDMN 

112TILL 

BEDROCK

110SDMN 

110SDMN 

112TILL

SDGL

SDCL

SDGL

SDGL 

SDCL

SDGL

SAND 

SDGL

SDCL

SDGL

SDCL 

OTHR 

CLAY

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL 

TILL GRAVEL, HARDPAN

SDGL

SDGL

SDGL

SAND

SAND 

SDGL

OTHR 

TILL CLAY, HARDPAN

SDGL 

SAND 

TILL

192 Geohydrotogy and Water Quality of Stratified-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

TAMWORTH- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

12

678

803

319

304

12

66

502

800

300

527

378

20

33

71

84

650

453

527

66

66

65.5

627

577

427

0 

2

0 

14

0 

12

0 

5

0 

50

--

--

0 

22

0 

70 

185

0 

70 

185

0 

50

0 

210

0 

25

0 

12

0 

60

0 

40

0 

10

0 

8

--

--

--

0 

26

0 

47 

138

0 

194

2

14

12

5

50

--

22

70 

185

70 

185

50

210

25

12

--

60

40

10

8

--

--

--

26

47 

138

194

110SDMN 

112TILL

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL

110SDMN

110SDMN 

BEDROCK

112TILL 

112TILL 

BEDROCK

ilOSDMN 

112TILL 

BEDROCK

IlOSDMN 

BEDROCK

IlOSDMN 

BEDROCK

IlOSDMN 

112TILL

IlOSDMN 

IlOSDMN

IlOSDMN

IlOSDMN 

IlOSDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

IlOSDMN

IlOSDMN

IlOSDMN

IlOSDMN 

BEDROCK

IlOSDMN 

112TILL 

BEDROCK

112TILL 

BEDROCK

SDGL 

TILL,

TILL GRAVEL, HARD PAN

OTHR

TILL

SAND

TILL

SDGL

SDGL

TILL GRAVEL, CLAY, HARDPAN 

TILL CLAY, HARDPAN

SGVC 

TILL CLAY, HARDPAN

SDCL

SGVC

SDGL 

TILL

SDGL 

SAND

SDGL

SAND 

SDGL

TILL SAND, CLAY, HARDPAN

TILL

TILL

SDGL

SDGL

SAND

SDGL

SDGL 

TILL CLAY, HARDPAN

TILL CLAY, HARDPAN

Appendix 2 193
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

TAMWORTH- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

800

727

227

253

66

875

425

752

452

202

66

66

67

66

66

66

45

310

440

52.5

62

63

67.5

63

63

502

242

0 

30 

35 

100

0 

10

0 

17

0 

180

--

0 

20

0 

30

0 

8

0 

25

0 

24

--

--

--

--

--

--

0 

25

0 

160

0 

10

--

--

--

--

0 

95

0 

100 

180

30 

35 

100

10

17

180

--

20

30

8

25

24

--

--

25

160

10

--

--

--

--

--

95

100 

180

112TILL 

110SDMN 

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

--

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN 

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

112TILL 

BEDROCK

112TILL 

110SDMN 

BEDROCK

TILL 

SAND 

TILL CLAY,

TILL CLAY,

SDGL

TILL CLAY,

SDGL

TILL

TILL

SDGL

SAND

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL 

SAND

TILL CLAY,

TILL

SAND

SDGL

SDGL

SDGL

SDGL

SDGL

TILL SAND,

TILL 

CLAY

HARDPAN

HARDPAN

HARDPAN

HARDPAN

CLAY, HARDPAN

194 Geohydrology and Water Quality of Stratifled-Driff Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

TAMWORTH- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

425

602

31

31

67

680

49

762

908

1030

201

66

65

30

25

952

560

66

23

421

400

66

75

600

66

66

0 

5

0 

115

0 

33

0 

33

0 

160

0 

35 

50

--

0 

4

0 

10

0 

5

--

--

..

..

0 

60 

105

0 

40

--

0 

12

0 

50 

60 

80

0 

126

--

0 

238

--

5

115

33

33

--

160

35 

50

--

4

10

5

--

--

--

60 

105

40

--

12

50 

60 

80

126

--

--

238

--

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

112TILL

110SDMN 

112TILL

110SDMN

112TILL 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

--

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN 

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN 

110SDMN

110SDMN 

110SDMN 

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

112TILL 

BEDROCK

110SDMN

110SDMN

TILL GRAVEL, HARDPAN

SDCL

SAND 

TILL

SAND 

TILL

SDGL

TILL

SAND 

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL

SDGL 

TILL CLAY, HARDPAN

TILL GRAVEL, CLAY, HARDPAN

SDGL

SDGL 

SDGL

SAND 

SDGL 

TILL

SAND

SDGL

SDGL

TILL GRAVEL, HARDPAN

SAND

SDGL

Appendix 2 195
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth 

of to 

well refusal 

(feet) (feet)

Depth 

to 

top 

(feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

TAMWORTH- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

67.5

102

202

361

227

377

43

54

66

72

64

402

68

68

577

277

12

230

64

66

423

30

322

550

68

24

0 

62

0 

89

0 

160

0 

70 

77

0 

117

--

--

--

0 

70

--

0 

60 

105

0 

220

--

0 

55

0 

9

--

0 

190

0 

30

0 

200

0 

7

--

0 

5

--

62

89

160

70 

77

117

--

--

--

--

70

--

--

60 

105

220

55

9

--

--

190

30

200

7

--

5

110SDMN

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN 

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

112TILL

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN

112TILL 

BEDROCK

110SDMN 

110SDMN

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN 

110SDMN

SAND

TILL SAND, GRAVEL, HARDPAN

SAND

TILL

SGVC 

CLAY

TILL GRAVEL, CLAY, HARDPAN

SAND

SDGL

SDGL

SDGL

SDGL

TILL

SDGL

SDGL

SDGL 

SDCL

SGVC 

CLAY

TILL

SDCL

TILL

SDGL

SDGL

TILL

SAND 

SDCL

TILL

TILL

SDGL

SGVC 

SDGL

196 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

Depth 

Depth of 

drilled well 

(feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithology

TAMWORTH- -Continued

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

TAW

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

360

67

85

83

352

502

902

652

1160

442

322

69

72

260

79

70

66

504

525

524

624

120

66

13

0 

78

--

0 

40

0 

65

0 

60

0 

15

0 

50

0 

132

0 

52

--

0 

185

--

0 

60 

95 

129

0 

50 

110

0 

60 

100

0 

96

0 

60

--

0 

3 

7

78

--

--

--

40

65

60

15

50

132

52

--

185

--

--

60 

95 

129

50 

110

60 

100

96

60

--

3 

7

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

112TILL 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN 

112TILL 

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

110SDMN 

110SDMN

SDGL

SDGL

SDGL

SDGL

OTHR

CLAY

SDCL

SDGL

SDCL

CLAY

SDGL

SDGL

SDGL

TILL GRAVEL, CLAY, HARDPAN

SDGL

SDGL

SDGL

SDGL 

TILL 

OTHR ROTTEN ROCK

SDGL 

OTHR ROTTEN ROCK

SDGL 

OTHR ROTTEN ROCK

SGVC

SAND

SDGL

SAND 

SDGL 

SAND

TAW 229 66 110SDMN SDGL

Appendix 2 197
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Depth 

Local Depth of 

site drilled well 

No. (feet) (feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithology

TAMWORTH - - Cont inued

TAW 230 -- 352

TAW 231 -- 427

TAW 232 -- 442

TAW 233 -- 502

TAW 234 - - 66

TAW 235 -- 39

TAW 236 -- 17

TAW 237 -- 63

TAW 238 -- 725

TAW 239 - - 802

TAW 240 - - 542

TAW 241 -- 101

TAW 242 -- 66

TAW 243 -- 68

TAW 244 - - 500

TAW 245 - - 602

TAW 246 -- 502

TAW 247 -- 63

TAW 248 -- 27

TAW 249 - - 17

TAW 250 - - 442

TAW 251 -- 1030

TAW 252 -- 377

TAW 253 -- 503

TAW 254 -- 523

0 

57

0 

45 

65 

115

0 

4

0 

90

--

--

--

24

0 

130

0 

86

0 

90

..

--

0 

45

0 

55

0 

110

..

0 

28

0 

17

0 

210

0 

118

0 

262

0 

40 

80

0 

120

57

45 

65 

115

4

90

--

--

24

--

130

86

90

--

--

45

55

110

--

28

17

210

118

262

40 

80

120

112TILL 

BEDROCK

110SDMN 

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN

110SDMN

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN

110SDMN 

112TILL

110SDMN 

112TILL

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

TILL SAND, GRAVEL, HARDPAN

SDGL 

CLAY 

SGVC

SDGL

SDCL

SDGL

SDGL

SAND

SDGL

TILL GRAVEL, CLAY, HARDPAN

SDGL

SAND 

SDGL

SAND

SDGL

SDCL

OTHR

TILL CLAY, HARDPAN

SDGL

SDGL 

TILL CLAY, HARDPAN

SDGL 

TILL CLAY, HARDPAN

TILL GRAVEL, CLAY, HARDPAN

TILL CLAY, HARDPAN

TILL CLAY, HARDPAN

SDGL 

OTHR ROTTEN ROCK

OTHR

198 Geohydrology and Water Quality of Stratlfled-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local 

site 

no.

TAW 255

TAW 256

TAW 257

TZW 37

TZW 73

TZW 96

TZW 134

TZW 159

TZW 160

TZW 165

WAA 3

WAB 1

WAB 2

WAW 3

WAW 5

WAW 6

WAW 7

WAW 8

WAW 9

WAW 10

WAW 12

WAW 13

WAW 15

Depth Depth Depth Depth 

Depth of to to to 

drilled well refusal top bottom 

(feet) (feet) (feet) (feet) (feet)

TAMWORTH- -Continued

382 -- 0 45

45

47

36 -- 0 38

38

652 -- 0

2

13

331 -- 0

43

380 -- 0

40

502

198

230

52

753

28

WAKEFIELD

8.5 -- 8.5 0 6

6

30 -- -- 0 6

6 18

18 20

20 25

25 30

30

19 -- -- 0 19

19

253 -- -- 0

15

13 -- -- 0 13

13

360 -- -- 0 60

60 179

179

66 -- -- 0 25

25 35

35

303

15

303 -- -- 43

985 -- -- 43

700 -- -- 0 113

113

800 -- -- 92

no

Aquifer 

code

110SDMN

BEDROCK

110SDMN

110SDMN

112TILL

112TILL

BEDROCK

110SDMN

112TILL

110SDMN

BEDROCK

112TILL

BEDROCK

112TILL

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

112SRFD

112TILL

111SDMN

112SRFD

112LCSR

112SRFD

112TILL

Lithotogy

SDGL

SDGL

SDGL

TILL

TILL

CLAY

TILL

SDCL

TILL GRAVEL, CLAY, HARDPAN

TILL CLAY, HARDPAN

SGVC

CLAY

SAND MS OVER SILTY SAND

TILL COMPACT COBBLES AND SANDS

SAND AND MUCK

GRVL

SILT

GRVL

TILL

REFUSAL ON BOULDER OR BEDROCK

112SRFD GRVL SOME BOULDERS

REFUSAL ON BOULDER OR BEDROCK

112TILL

BEDROCK

110SDMN

112TILL

110SDMN

112TILL

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

BEDROCK

BEDROCK

110SDMN

BEDROCK

BEDROCK

TILL

SDGL SAND AND GRAVEL

TILL END OF HOLE 18 FEET

SAND

TILL

SDGL SAND, COARSE; GRAVEL

SAND MEDIUM

SAND FINE; END OF HOLE 70

SAND

SDCL SAND, CLAY

FEET

Appendix 2 199
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth Depth Depth Depth 

of to to to 

well refusal top bottom 

(feet) (feet) (feet) (feet)

Aquifer 

code Lithology

WAKEFIELD- -Continued

WAW 16 18

WAW 17 52

WAW 18 377

WAW 19 302

WAW 21 577

WAW 22 202

WAW 23 102

WAW 25 32

WAW 26 550

WAW 27 353

WAW 28 118

WAW 29 205

WAW 33 160

WAW 34 60

WAW 35 165

WAW 36 100

WAW 37 165

WAW 41 325

WAW 43 182

WAW 45 252

WAW 46 200 

WAW 47 227

WAW 48 302

WAW 49 602

WAW 50 312

--

0 35 

35 80 

80 98 

98

100

62

0 

30

0 

30

102

0 113 

105

--

111

123

--

60

80

0 90 

90 100 

100

90

36

45

30 

30

0 30 

30 106 

106

0 113 

113

35

110SDMN

110SDMN

110SDMN 

110SDMN 

112TILL 

BEDROCK

110SDMN 

112TILL 

BEDROCK

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN

BEDROCK

110SDMN 

BEDROCK

110SDMN

BEDROCK

110SDMN 

BEDROCK

110SDMN

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK 

110SDMN 

BEDROCK

110SDMN 

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

SDGL SAND AND GRAVEL

SDGL SAND AND GRAVEL

SAND COARSE 

SAND FINE 

TILL GRAVELLY

SAND 

TILL GRAVEL, CLAY, HARD PAN

SDGL SAND AND GRAVEL

SAND

SDGL SAND AND GRAVEL

OTHR SAND, GRAVEL, CLAY, TILL

SDGL SAND AND GRAVEL

SAND

SDGL SAND AND GRAVEL

SDGL SAND AND GRAVEL

SAND

SAND FINE 

TILL GRAVEL (PROBABLY TILL)

SAND

SDGL SAND AND GRAVEL

SDGL SAND AND GRAVEL

SDGL SAND AND GRAVEL 

SDGL SAND AND GRAVEL

SDGL SAND AND GRAVEL 

TILL

SDCL SAND, CLAY

OTHER

200 Geohydrology and Water Quality of Stratifled-Drffl Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

no. (feet)

Depth Depth Depth 

of to to 

well refusal top 

(feet) (feet) (feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithotogy

WAKEFIELD- -Continued

WAW 51 377

WAW 52 352

WAW 54 93

WAW 97

WAW 99

WAW 100

WAW 101

WAW 102

WAW 103

WAW 104

WAW 105

WAW 106

WAW 107

WAW 108

WAW 109

WAW 110

WAW 111

WAW 112

WAW 113

WAW 114

WAW 115

WAW 116

WAW 117

80

17

95

352 -- 0

17

220 -- 0

8

422 -- 0

26

43

81

427 -- 0

60

158

252 -- 0

60

277 -- 45

552 -- 0

18

300 -- 0

22

142 -- 0

75

800 -- 0

62

322 -- 0

32

402 -- 0

17

222 -- 0

15

242 -- 0

58

162 -- 0

66

260 -- 0

23

100 -- 0

13

142 -- 0

23

402 -- 0

43

280 -- 0

116

--

17

8

26

43

81

60

158

60

--

18

22

75

62

32

17

15

58

66

23

13

23

43

116

110SDMN SDGL SAND AND GRAVEL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDGL SAND AND GRAVEL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SAND

110SDMN SDGL

112TILL TILL SAND, HARDPAN

BEDROCK

110SDMN SDGL

112TILL TILL GRAVEL, CLAY, HARDPAN

BEDROCK

110SDMN SAND

BEDROCK

BEDROCK

112TILL TILL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDCL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SAND

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SDGL

BEDROCK

110SDMN SAND

BEDROCK

Appendix 2 201
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Osslpee River Basins, eastcentral New Hampshire-Continued

Local Depth 

site drilled 

No. (feet)

Depth 

of 

well 

(feet)

Depth Depth 

to to 

refusal top 

(feet) (feet)

Depth 

to 

bottom 

(feet)

Aquifer 

code Lithotogy

WAKEPIELD- -Continued

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

WAW

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

300

362

82

482

252

102

202

482

503

282

162

362

445

283

135

122

300

462

342

502

25

70

602

0

40

47

0

88

0

36

0

5

0

60

0

43

0

50

0

105

0

50

0

80

0

20

0

30

0

49

0

30

0

124

0

74

0

115

0

115

0

99

0

20

40

55

0

25

65

0

50

88

40

47

88

36

5

60

43

50

105

50

80

20

30

49

30

124

74

115

115

99

20

40

55

25

65

50

88

110SDMN

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

BEDROCK

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

110SDMN

BEDROCK

SAND

SDGL

SDCL

SDGL

SAND

SAND

SAND

SDGL

SAND

SDGL

SDCL

SGVC

SDGL

SDGL

SDGL

SDGL

SDGL

SGVC

OTHR

SAND

SAND

PEAT

SDGL

SDGL

SDGL

SDCL

SDGL

SDGL

SGVC

202 Geohydrology and Water Quality of Sfratlfled-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Depth Depth 

Local Depth of to 

site drilled well refusal 

no. (feet) (feet) (feet)

Depth 

to 

top

(feet)

Depth 

to 

bottom

(feet)

Aquifer 

code Lithotogy

WAKEFIELD- -Continued

WAW 141 -- 304

WAW 142 - - 424

WAW 143 -- 140

WAW 144 - - 120

WAW 145 -- 421

WAW 146 -- 225

WAW 147 -- 45

WAW 149 10.7 10.7

WAW 150 14.9 14.9

WAW 151 15.7 15.7

WAW 152 9.5 9.5

WAW 153 8 8

WAW 154 22 22

WAW 155 80

WAW 156 11.3 11.3

WAW 157 78 49 78

0 

20 

60

0 

40

125

110

0 

10

0 

87

--

--

--

--

--

--

--

--

--

7 

13 

77

20 

60

40

--

10

87

--

--

--

--

--

--

--

--

13 

77

110SDMN 

110SDMN 

BEDROCK

110SDMN 

BEDROCK

BEDROCK

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN

--

--

--

--

--

--

112SRFD 

112SRFD 

112TILL

SDGL 

CLAY

SDCL

TILL

SDGL

SAND

SAND VF OVER CS 

SAND LAYERS M TO VFS 

TILL

WOLFEBORO

WRW 28 -- 518

WRW 38 -- 128

WRW 50 -- 402

WRW 63 -- 304

WRW 65 -- 182

WRW 98 -- 202

WRW 135 -- 322

WRW 140 -- 125

WRW 144 -- 702

WRW 156 -- 142

0 

80

0 

18

0 

19

0 

4

0 

42

0 

22

0 

74

0 

30

0 

28

0 

70.5

80

18

19

4

42

22

74

30

28

70.5

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

112TILL 

BEDROCK

110SDMN 

BEDROCK

TILL

TILL

SAND

SAND

TILL

TILL

TILL

SAND

TILL CLAY, HARDPAN

CLAY

Appendix 2 203
Table 2-1. Stratigraphic logs of wells and borings in the Saco and Ossipee River Basins, eastcentral New Hampshire-Continued

Local

site

No.

Depth

drilled

(feet)

Depth

of

well

(feet)

Depth

to

refusal

(feet)

Depth

to

top

(feet)

Depth

to

bottom

(feet)

Aquifer

code Lithobgy

COOS COUNTY

CARROLL

CFB 7 8 - - 8 0 4 112SRFD SDGL SAND AND GRAVEL

4 8 112TILL TILL TILL, SANDY AND BOULDERS

8 - - 112TILL TILL REFUSAL

204 Geohydrology and Water Quality of Stratlfled-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
APPENDIX 3. Geohydrologic sections interpreted 

from seismic-refraction data, east-central

New Hampshire
Albany line a

a'

100 200 300

VERTICAL EXAGGERATION: 4.0

METERS

METERS 

r-380

-370

-360

-350

-340

-330

-320

FEET

1260 n Water table

1240-

Albany line b

1120 -^Bedrock 

1100 W/////A

100 200 300 FEET

FEET 

1250-|

1230- 

1210- 

1190- 

1170- 

1150- 

1130- 

1110- 

1090 

1070- 

1050

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.6

Albany line c

Water table Land surface

100 200 300 FEET

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.3

METERS

[-375

-365

-355

-345

-335

METERS

-380

-370

-360

-350

-340

-330

-320

Figure 3-1. Geohydrologic sections interpreted from seismic-refraction data for Albany lines a-a', 

b-b', and c-c' (locations shown on plate 1).

206 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Albany line d METERS

-349

-339

-329

-319

-309

-299

-289

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

550 -i Water table

Bartlett line a

350

0 25 50 75 METERS

VERTICAL EXAGGERATION: 3.0

METERS

-166

-156

-146

-136

-126

-116

-106

FEET 

1900-1

Carroll line o

Water table

1700

25 50 75

VERTICAL EXAGGERATION: 1.1

METERS

METERS

-578

-568

-558

-548

-538

-528

-518

Figure 3-2. Geohydrologic sections interpreted from seismic-refraction data for Albany line d-d', 

Bartlett line a-a', and Carroll line o-o' (locations shown on plate 1).

Appendix 3 207
Chatham line a

350

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.0

METERS

r186

-176

166

M56

-146

-136

-126

-116

-106

Chatham line b

350

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

METERS

-166

-156

-146 

p136

-126

-116

-106

Chatham line c

METERS 

166

-156

-146 

r136

-126

-116

-106

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

Figure 3-3. Geohydrologic sections interpreted from seismic-refraction data for Chatham lines aa', b-b', and c-c' (locations shown on plate 1).

208 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Chatham line d

330-//- Bedrock

300 V///////S

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.6

METERS

-171

161

-151

-141

-131

-121

-111

-101

-91

e

FEET

550 n Water table

530 H

Chatham line e

350

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

METERS

r166

-156

-146

-136

-126 

116 

L 106

Conway line a METERS

-156

-146

-136

-126

-116

-106

-96

-86

-76

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.0

Figure 3-4. Geohydrologic sections interpreted from seismic-refraction data for Chatham lines dd' and e-e', and Conway line a-a' (locations shown on plate 1).

Appendix 3 209
FEET

460 -i

440

420- 

400- 

380- 

360- 

340- 

320- 

300

Water table

v/ Bedrock 

Y///////,

Conway line b

Land surface

100 200 300 FEET

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.6

METERS

1-131

-121

-111

-101

-91

FEET 

460-i

440- 

420- 

400- 

380- 

360- 

340- 

320-

300

Water table

Conway line c

Land surface

100 200 300 FEET

25 50 75

VERTICAL EXAGGERATION: 1.3

METERS

METERS

r131

-121

-111

-101

-91

Effingham line a

25 50 75

VERTICAL EXAGGERATION: 0.8

METERS

METERS

-162

-152

-142

-132

-122

Figure 3-5. Geohydrologic sections interpreted from seismic-refraction data for Conway lines bb', and c-c', and Effingham line a-a' (locations shown on plates 1 and 2).

210 Geohydrology and Water Quality of Stratifled-Drtft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
5EooTn Water table

Effingham line b

400

25 50 75

VERTICAL EXAGGERATION: 2.1

METERS

METERS -152

-U2

h132

L 122

FEET 

450-i

430- 

410- 

390- 

370- 

350- 

330- 

310- 

290- 

270- 

250

Water table

Effingham line c

Land surface

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.0

METERS

-136

-126

-116

-106

-96

-86

-76

450 -i Water table

Effingham line d

250

100 200 300

VERTICAL EXAGGERATION: 4.1

METERS

METERS

-136

-126

-116

-106

-96

-86

-76

Figure 3-6. Geohydrologic sections interpreted from seismic-refraction data for Effingham lines 

b-b', c-c', and d-d' (locations shown on plate 2).

Appendix 3 211
Effingham line e

300

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.0

METERS

r-151

-141

-131

-121

-111

-101

-91

Freedom line a

250

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.5

METERS

-156

-U6

-136

-126

-116

-106

-96 

86

-76

FEET 

400-j

380- 

360- 

340- 

320- 

300- 

280- 

260- 

240- 

220- 

200

Water table

Freedom line b

Land surface

100 200 300 FEET

25 50 75

VERTICAL EXAGGERATION: 1.0

METERS

METERS

r-121

-111

-101

-91

-81

-71

-61

Figure 3-7. Geohydrologic sections interpreted from seismic-refraction data for Effingham line ee', and Freedom line a-a' and b-b' (locations shown on plate 2).

212 Geohydrology and Water Quality of Stratffied-Drfft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
FEET 

470-

440 

410- 

380- 

350- 

320- 

290- 

260- 

230- 

200

Water table

Freedom line c

Land surface

100 200 300 FEET

25 50 75

VERTICAL EXAGGERATION: 0.8

METERS

METERS

-141

-131

-121

-111

-101

-91

-81

61

Freedom line d

230

200

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.5

METERS

r141

-131

-121

-111

-101

-91

-81

-71

-61

FEET 

1310-

1290-

1270

1250-

1230-

1210

1190

1170-1

1150

Water table

Harts Location line a

Land surface

100 200 300

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.6

METERS

r390

-380

-370

-360 

U 350

Figure 3-8. Geohydrologic sections interpreted from seismic-refraction data for Freedom lines cc' and d-d', and Hart's Location line a-a' (locations shown on plates 1 and 2).

Appendix 3 213
Harts Location line b

680 H 

650

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.6

METERS 

r278

-268

-258

-248

-238

-228

-218

-208

-198

Harts Location line b METERS 

r344

-324 

U 304

-284

-264

-244

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.2

FEET

500-1 Water table

Madison line a

100 200 300

VERTICAL EXAGGERATION: 2.6

METERS

METERS

r151

-141

-131

-121

-111

-101

-91

-81

-71

-61

Figure 3-9. Geohydrologic sections interpreted from seismic-refraction data for Hart's Location 

lines b-b' and c-c', and Madison line a-a' (locations shown on plates land 2).

214 Geohydrotogy and Water Quality of Stratlfled-Drift Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
so?-, Water table

470-

440

410-

380-

350-

320-

290-

260-

230-

200

Madison line b

Land surface

X

too 200 300 FEET

25 50 75

VERTICAL EXAGGERATION: 0.7

METERS

METERS

-151

-141

-131

-121

-111

-101

-91

-81

-71

-61

Madison line c

400

25 50 75

VERTICAL EXAGGERATION: 1.3

METERS

METERS 

1-162

-152

-142

-132

-122

FEET 

600-|

570- 

540- 

510- 

480- 

450- 

420- 

390- 

360- 

330- 

300

Madison line d

Water table Land surface

100 200 300

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.4

METERS

-181

-171

-161

-151

-141

-131

-121

-111

-101

-91

Figure 3-10. Geohydrologic sections interpreted from seismic-refraction data for Madison lines 

b-b', c-c', and d-d' (locations shown on plate 2).

Appendix 3 215
FEET

490- 

470- 

450- 

430- 

410- 

390- 

370- 

350

Water table

Madison line e

.and surface

100 200 300 FEET

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.5

METERS

-146

-136

-126

-116

-106

350

METERS

-166

-156

-146

-136

-126

-116

-106

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

FEET

450 n water table

430-

Ossipee-Effingham line o

250

0 100 200 300 METERS

VERTICAL EXAGGERATION: 5.1

METERS 

r-136

-126

-116

-106

-96

-86

-76

Figure 3-11. Geohydrologic sections interpreted from seismic-refraction data for Madison lines ee' and f-f, and Ossipee-Effingham line o-o' (locations shown on plate 2).

216 Geohydrotogy and Water Quality of StraWied-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Ossipee, line a

100 200 300

VERTICAL EXAGGERATION: 3.0

METERS

METERS 

r 186

-176

-166

-156

-146

-136

-126

-116

-106

Ossipee line b

300

0 100 200 300 METERS

VERTICAL EXAGGERATION: 5.8

METERS

H71

-161

-151

-141

-131 

M21

-111

-101

-91

FEET

450 -j Water table

420

390-

360-

330-

300-

270-

240-

210-

180-

150

Ossipee line c

Land surface

v/ Bedrock 

Y///////S

100 200 300

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.4

METERS

-135

-125

-115

-105

-95 

^-85

-75

-65

-55

-45

Figure 3-12. Geohydrologic sections interpreted from seismic-refraction data for Ossipee lines aa', b-b', and c-c' (locations shown on plate 2).

Appendix 3 217
Ossipee line d

400

25 50 75

VERTICAL EXAGGERATION: 1.1

METERS

METERS

-182

-172

-162

-152

-142

-132

-122

Ossipee line e

230- 

200

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.5

METERS

-141

-131

-121

-111

-101

-91

-81

-71

-61

1

FEET

450 -| Water table

420

Ossipee line f

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.2

METERS

-135

-125

-115

-105

-95

-85

-75

-65

-55

-45

Figure 3-13. Geohydrologic sections interpreted from seismic-refraction data for Ossipee lines dd', e-e', and f-r (locations shown on plate 2).

218 Geohydrology and Water Quality of Stratifled-Drlft Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
450-, Water table

410

Ossipee line g

0 25 50 75 METERS

VERTICAL EXAGGERATION: 0.9

METERS

-135

-115

-95

-75

-55

-35

-15

Ossipee line h METERS

r146

-136

-126

-116

-106

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.6

F4E50T Water table Ossipee line i

Land surface

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.0

METERS

r-135

-115

-95

-75

-55

-35

-15

Figure 3-14. Geohydrologic sections interpreted from seismic-refraction data for Ossipee lines gg', h-h', and i-i' (locations shown on plate 2).

Appendix 3 219
Ossipee line j

250

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

METERS 

r-136

-126

-116

-106

-96

-86

-76

FEET

460 -i Water table

420-1 

380- 

340- 

300- 

260- 

220-

180

140-

100 Y///////,

Ossipee line k

Land surface

100 200 300

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.2

METERS

-130

-110

-90

-70

-50

-30

400

METERS

-182

-172

-162

-152

-142

-132

-122

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.9

Figure 3-15. Geohydrologic sections interpreted from seismic-refraction data for Ossipee lines 

j-j', k-k', and 1-1' (locations shown on plate 2).

220 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
m 

eso -, Water table

Ossipee line m

m

Land surface

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

METERS

-197 

M87

-177 

167 

157

-147

-137

Ossipee line n

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.5

METERS

r-141

-131

-121

-111

-101

-91

-81

-71

-61

FEET

620- Water table

590

Sandwich-Tamworth line e

METERS

-186

-176

-166

-156

-146

-136

-126

-116

-106

100 200 300

VERTICAL EXAGGERATION: 3.0

Figure 3-16. Geohydrologic sections interpreted from seismic-refraction data for Ossipee lines mm' and n-n', and Sandwich-Tamworth line e-e' (locations shown on plate 2).

Appendix 3 221
f

FEET

650-i

Sandwich-Tamworth line f

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

METERS

-197

-187

-177

-167

-157

-147

-137

FEET 

10201

Sandwich line a

0 25 50 75 METERS

VERTICAL EXAGGERATION: 1.6

METERS 

308

-298

-288

-278

-268

-258

-248

-238

-228

Sandwich line b

VERTICAL EXAGGERATION: 0.8

METERS

METERS

-299

-289

-279

-269

-259

Figure 3-17. Geohydrologic sections interpreted from seismic-refraction data for Sandwich-Tamworth line f-f, Sandwich lines a-a' and b-b' (locations shown on plate 2).

222 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
FEET 

6io -i Water table

590- 

570- 

550- 

530- 

510- 

490- 

470- 

450

Bedrock 

Y///////,

Sandwich line d

Land surface

100 200 300 FEET

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.6

METERS

r177

-167

-157

-147

-137

Tamworth Line a

200

25 50 75

VERTICAL EXAGGERATION: 0.7

METERS

METERS

r151

-141

-131

-121

-111

-101

-91 

81

-71

-61

Tamworth line b

100 200 300

VERTICAL EXAGGERATION: 3.3

METERS

METERS

-202

-192

-182

-172

-162 

152

-142

-132

-122

Figure 3-18. Geohydrologic sections interpreted from seismic-refraction data for Sandwich line 

d-d', Tamworth lines a-a' and b-b' (locations shown on plate 2).

Appendix 3 223
iioo -. Water table

Tamworth line c

900

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

METERS

r-334

-324

-3U

-304

-294

-284

-274

METERS

-339

-329

-319

-309

-299

-289

-279

-269

-259

0 25 50 75

VERTICAL EXAGGERATION: 1.0

METERS

Wakefield line a METERS

[-197

-187

-177

-167

-157

-147

-137

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.1

Figure 3-19. Geohydrologic sections interpreted from seismic-refraction data for Tamworth lines 

c-c', d-d' and Wakefield line a-a' (locations shown on plate 2).

224 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Wakefield Line b METERS

r212

-202

-192

-182

-172

-162

-152

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.4

Wakefield line C

0 100 200 300 FEET 

I 

0 25 50 75

VERTICAL EXAGGERATION: 1.3

METERS

METERS

[-197

-187

-177

-167

-157

-147

-137

FEET

660- 

640- 

620- 

600- 

580- 

560- 

540- 

520- 

500

Wakefield line d

Water table

100 200 300 FEET

0 25 50 75 METERS

VERTICAL EXAGGERATION: 2.6

METERS

r192

-182

-172

-162

-152

Figure 3-20. Geohydrologic sections interpreted from seismic-refraction data for Wakefield lines 

b-b', c-c', and d-d' (locations shown on plate 2).

Appendix 3 225
Wakefield line e METERS

-177

-167

-157

-U7

-137

0 25 50 75

VERTICAL EXAGGERATION: 1.5

METERS

Figure 3-21. Geohydrologic sections interpreted from seismic-refraction data for Wakefield line 

e-e' (locations shown on plate 2).

226 Geohydrology and Water Quality of Stratified-Drift Aquifers In the Saco and Osslpee River Basins, East-Central New Hampshire
APPENDIX 4. Low streamflow measurements at

miscellaneous sites in the Saco and Ossipee River

Basins, east-central New Hampshire
Table 4-1. Low streamflow measurements at miscellaneous sites in the Saco and Ossipee River 

Basins, east-central New Hampshire

[° ' ", degree, minute, second; mm-dd-yy, month-day-year; f^/s, cubic foot per second]

Name of brook or river 

(reference number on 

plates 1 and 2)

Saco River (1)

Albany Brook (2)

Stony Brook (3)

Stony Brook (4)

East Branch Saco River (5)

East Branch Saco River (6)

East Branch Saco River (7)

East Branch Saco River (8)

East Branch Saco River (9)

Saco River (10)

Saco River (11)

Lucy Brook (12)

Lucy Brook (13)

Lucy Brook (14)

Saco River (15)

Saco River (16)

White Lot Brook (17)

White Lot Brook (18)

Pine River (19)

Youngs Brook (20)

Pine River (21)

Pine River (22)

Poland Brook (23)

Wilkinson Brook (24)

Wilkinson Brook (25)

Pine River (26)

Whiteface River (27)

Bearcamp River (28)

Cold Brook (29)

Mill Brook (30)

Mill Brook (31)

Swift River (32)

Swift River (33)

Bearcamp River (34)

Lovell River (35)

West Branch River (36)

Tributary to

Atlantic Ocean

Saco River

Saco River

Saco River

Saco River

Saco River

Saco River

Saco River

Saco River

Atlantic Ocean

Atlantic Ocean

Saco River

Saco River

Saco River

Atlantic Ocean

Atlantic Ocean

Black Brook

Black Brook

Ossipee Lake

Pine River

Ossipee Lake

Ossipee Lake

Pine River

Pine River

Pine River

Ossipee Lake

Cold River

Ossipee Lake

Bearcamp River

Swift River

Swift River

Bearcamp River

Bearcamp River

Ossipee Lake

Ossipee Lake

Ossipee Lake

Latitude

O I II

44 04 55

44 04 27

44 04 43

44 04 56

44 06 27

44 06 02

44 05 54

44 05 50

44 05 43

440541

44 04 03

44 04 12

4404 15

44 04 02

4402 15

44 00 22

44 02 03

44 01 53

433851

43 39 35

43 40 10

434103

43 41 04

43 43 10

434331

43 44 36

43 52 55

43 49 29

43 48 57

4351 19

43 50 22

43 53 30

43 50 50

43 49 20

43 46 42

435051

Longitude

O 1 II

71 1831

71 1804

71 1420

71 1418

71 08 32

71 08 59

710932

710939

710954

710950

71 08 55

71 1023

71 1012

710933

710821

710700

710144

710138

71 02 54

71 04 13

710427

71 04 47

710453

71 01 47

710423

71 05 20

71 23 35

71 1839

71 1750

71 1830

71 1551

71 1758

71 1601

71 1245

710925

71 1019

Measurements

Date 

(mm-dd-yy)

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

07-22-91

Discharge 

(ft3/*)

23.3

.57

.04

.08

3.98

3.52

2.52

.16

.59

47.7

58.5

.61

.61

.32

63.5

72.7

.28

.20

2.56

2.21

3.38

8.46

.08

.15

3.27

10.5

2.43

0

.34

.60

2.40

11.1

10.7

25.2

1.24

1.97

228 Geohydrology and Water Quality of the Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
APPENDIX 5. Chemical analysis of the groundwater samples from the Saco and Ossipee River 

Basins, east-central, New Hampshire

229
Table 5-1. Chemical analysis of ground-water samples from the Saco and Ossipee River Basins, 

east-central New Hampshire

[° ' ", degree, minute, second; ft, foot; fiS/cm, microsiemens per centimeter at 25 degrees Celsius; °C, degrees 

Celsius; mg/L, milligrams per liter; fig/L, micrograms per liter; <, less than; --, no data available]

Local site 

number

ADW

ADW

ADW

ADW

CKW

CKW

CKW

CWW

CWW

CWW

EFW

FLW

MBW

OXS

OXS

OXW

OXW

OXW

OXW

SES

SEW

TAS

TAW

TAW

TAW

TAW

WAW

MBW

MBW

13

14

15

16

9

10

11

66

67

70

9

25

10

1

5

34

35

36

38

1

26

1

31

32

33

34

23

57

55

Date

08-27-92

09-01-92

09-01-92

09-01-92

09-03-92

09-03-92

09-03-92

08-28-92

09-04-92

09-04-92

09-02-92

09-05-92

08-28-92

09-06-92

09-06-92

08-26-92

09-05-92

09-04-92

09-05-92

09-06-92

08-27-92

09-06-92

08-27-92

09-02-92

08-27-92

08-26-92

09-05-92

09-04-92

09-04-92

Time

1700

1330

1430

1130

1230

1430

1700

1330

1115

1015

1700

1130

1100

1315

1500

1330

1430

1800

1600

1030

1100

1730

1330

1400

1530

1700

1800

1530

1400

Latitude

O 1 II

43 55 24

43 59 48

43 59 48

43 59 36

44 14 52

44 13 57

441004

43 58 15

44 04 23

44 04 30

43 46 08

43 48 56

43 50 54

43 47 09

43 39 09

43 49 16

434344

43 46 53

434221

43 52 38

43 49 59

43 50 38

43 50 16

43 50 05

43 50 00

43 50 13

43 38 20

43 57 15

43 56 42

Longitude

O 1 II

071

071

1326

2203

0712203

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

071

2104

0051

0050

0040

0823

0100

01 11

0640

0940

1132

1139

0350

1054

0904

0638

05 15

2401

2042

1528

1406

1945

1337

1521

03 19

0913

0914

Altitude _ ._ pH, ri , Specific *1 ' 

_. , ,, of land ^ field Depth of _ con- 

 ,. , surface , measure- well, total , ^ duct- ' datum ment (ft) ,~ , ance , . . (ft above , 0/ . (standard 

. ,, (^S/crn) . , 

sea level) units)

52.4

79.5

18.0

49.5

30.0

60.0

59.0

50.0

69.0

19.0

74.5

39.5

59.0

~

69.0

18.5

90.0

114.7

30.0

~

114.0

42.0

67.5

40.0

49.0

49.0

49.0

625

1,250

1,250

1,250

535

510

530

465

430

435

420

415

480

590

575

450

510

420

550

900

590

450

450

600

450

450

620

470

475

68

158

44

54

16

25

1,190

40

50

60

24

21

61

42

39

48

62

152

35

88

28

64

26

40

53

46

24

124

70

6.

6.

5.

5.

5.

5.

6.

5.

6.

5.

6.

5.

5.

6.

1

8

3

9

9

8

5

9

6

6

0

5

6

2

6.4

6.

6.

5.

6.

7.

5.

5.

5.

7.

5.

6.

-

6.

5.

1

1

9

4

3

8

7

7

1

8

6

3

8

230 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 5-1 . Chemical analysis of ground-water samples from the Saco and Ossipee River Basins, 

east-central New Hampshire-Continued

T , .. Temperature Oxygen,

LOC3.1 Sll6

, of water dissolved number (OQ} (mg/L)

ADW

ADW

ADW

ADW

CKW

CKW

CKW

CWW

CWW

CWW

EFW

FLW

MBW

OXS

OXS

OXW

OXW

OXW

OXW

SES

SEW

TAS

TAW

TAW

TAW

TAW

WAW

MBW

MBW

13

14

15

16

9

10

11

66

67

70

9

25

10

1

5

34

35

36

38

1

26

1

31

32

33

34

23

57

55

9.5

7.5

7.5

7.5

7.0

7.5

7.5

9.5

9.5

9.0

8.0

8.5

10.0

11.5

10.0

9.5

9.5

8.5

8.0

9.0

14.5

11.5

7.5

10.0

9.5

9.0

8.5

10.5

10.0

4.9

4.6

10.4

9.9

11.5

9.5

10.0

8.5

7.9

2.0

11.7

11.6

10.7

~

~

1.8

11.7

1.8

11.4

-

1.8

0

7.8

1.7

5.4

11.8

10.1

11.2

Hardness 

. , | Acidity loiai

(mg/L as ^ 

CaCO3 ) as M'

15

33

3

14

4

7

18

8

25

20

5

4

7

13

12

12

12

25

10

29

7

13

7

3

10

14

6

30

22

0.1

< .1

.1

.1

.1

.3

.2

.3

.1

.9

.2

<.l

< .1

.1

<.l

.1

.2

.8

.1

Calcium 

dissolved 

(mg/L 

asCa)

5

11

1

5

1

2

5

2

5

6

1

1

2

4

3

3

4

7

3

.1

.2

.1

.3

.0

.6

.4

.5

.0

.7

.2

.2

.5

.8

.7

.2

.6

.2

<.l 8.0

<.l

.1

<.l

< .1

.3

<.l

< .1

<.l

.2

2

4

2

3

4

1

10

7

.0

.2

.1

.80

.3

.3

.8

.3

Sodium, Potassium,

,. , ' , dissolved Sodium dissolved dissolved _ \ ( t\

, , , asNa) asK)

as Mg) ' '

0.56

1.3

.11

.35

.14

.47

.97

.38

2.7

1.3

.21

.14

.27

.40

.62

.61

.41

1.4

.55

2.2

.37

.49

.32

.29

.35

.70

.26

1.1

.82

6.2

17

5.6

3.8

1.8

3.3

220

3.6

4.6

4.4

1.9

4.6

8.3

5.4

5.2

3.0

7.0

12

2.7

7.2

1.7

6.1

1.5

3.7

2.7

3.1

2.4

9.4

4.2

45

52

75

35

47

48

96

47

26

28

42

72

71

47

47

34

52

50

35

34

34

49

32

64

37

32

45

40

29

0.90

1.5

.40

1.0

.40

.60

3.5

1.0

2.6

3.6

.50

.30

.60

.50

.40

.90

1.3

1.2

.60

1.3

.50

1.1

.40

1.1

.40

.80

.70

1.4

.90

Appendix 5 231
Table 5-1 . Chemical analysis of ground-water samples from the Saco and Ossipee River Basins, 

east-central New Hampshire-Continued

Local site 

number

ADW 13

ADW 14

ADW 15

ADW 16

CKW 9

CKW 10

CKW 11

CWW 66

CWW 67

CWW 70

EFW 9

FLW 25

MBW 10

OXS 1

OXS 5

OXW 34

OXW 35

OXW 36

OXW 38

SES 1

SEW 26

TAS 1

TAW 31

TAW 32

TAW 33

TAW 34

WAW 23

MBW 57

MBW 55

Sulfate 

dissolved 

(mg/L 

as SO4)

3.2

2.6

3.3

2.5

1.9

3.7

55

2.0

2.5

6.4

1.6

.30

1.1

2.8

1.7

2.9

1.4

1.2

1.0

5.2

4.0

3.5

2.9

3.4

2.3

4.7

<.10

2.3

5.1

Chloride, 

dissolved 

(mg/L 

asCl)

7.6

23

6.4

1.8

.30

.40

300

3.5

.50

1.1

.60

3.3

13

.40

3.5

2.3

10

32

2.2

.70

1.0

9.8

.50

.40

1.4

.40

.60

26

8.5

Flouride, 

dissolved 

(mg/L 

asF)

1.2

2.9

.40

2.1

<.10

.10

.20

.40

1.6

.10

<.10

.20

<.10

1.2

.10

.80

<.10

.20

.20

1.3

.10

.20

<.10

.20

<.10

.70

<.10

1.3

.40

Silica 

dissolved 

(mg/L as 

Si02)

15

16

8.9

15

6.4

9.3

11

14

40

10

11

8.8

11

16

11

17

12

17

13

20

7.8

9.5

7.5

11

16

18

15

16

11

Solids, 

residue at 

180 °C 

dissolved 

(mg/L)

46

89

31

39

11

24

602

37

67

39

18

21

52

33

32

34

39

95

33

58

17

39

19

29

33

38

23

84

50

Solids, 

sum of 

constituents, 

dissolved 

(mg/L)

49

97

30

43

18

26

612

35

80

48

24

23

41

42

35

42

49

87

33

70

22

45

21

30

41

43

~

78

51

Nitrogen, 

nitrite 

dissolved 

(mg/L 

asN)

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

~

<.010

<.010

_

<.010

<.010

<.010

<.010

_

<.010

<.010

~

__

<.010

<.010

<.010

Nitrogen, 

NO2+NO3 

dissolved 

(mg/L 

asN)

.110

.180

.420

.310

.120

.140

~

.200

.620

<.050

<.050

~

<.050

.081

_

.730

<.050

<.050

.280

_

1.30

.180

~

<.050

.210

1.30

Nitrogen, 

ammonia 

dissolved 

(mg/L 

asN)

.010

.020

.010

<.010

<.010

.010

.010

<.010

.010

<.010

~

<.010

.020

_

<.010

.090

.010

<.010

_

<.010

~

.020

~

<.010

.010

<.010

232 Geohydrology and Water Quality of Stratified-Drift Aquifers in the Saco and Ossipee River Basins, East-Central New Hampshire
Table 5-1. Chemical analysis of ground-water samples from the Saco and Ossipee River Basins, 

east-central New Hampshire-Continued

Local site 

number

ADW 13

ADW 14

ADW 15

ADW 16

CKW 9

CKW 10

CKW 11

CWW 66

CWW 67

CWW 70

EFW 9

FLW 25

MBW 10

OXS 1

OXS 5

OXW 34

OXW 35

OXW 36

OXW 38

SES 1

SEW 26

TAS 1

TAW 31

TAW 32

TAW 33

TAW 34

WAW 23

MBW 57

MBW 55

Nitrogen, 

ammonia + 

organic 

dissolved 

(mg/L as N)

<0.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

<.20

~

<.20

<.20

_

<.20

<.20

<.20

<.20

_

<.20

~

<.20

-

_

<.20

<.20

<.20

Phosphorus 

dissolved 

(mg/L as P)

0.020

<.010

<.010

.010

.020

.020

.170

.050

<.010

.010

~

.010

.020

_

.020

.010

.010

.050

_

.020

~

<.010

~

_

.010

<.010

<.010

Phosphorus, 

ortho, 

dissolved 

(mg/L as P)

O.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

<.010

~

<.010

<.010

_

<.010

<.010

.010

.040

_

<.010

~

.010

-

_

<.010

<.010

<.010

_ . Beryllium, Cadmium, Banum, ,. , . ,. . . 

.. , ' dissolved dissolved dissolved _ _

(mg/L as Ba) <^ <^ & ' as Be) asCd)

7 <0.5 <1.0

10 < .5 <1.0

8 .9 <1.0

7 .7 <1.0

7 <.5 1.0

6 <.5 1.0

30 < .5 4.0

6 < .5 <1.0

40 < .5 <1.0

15 < .5 <1.0

6 < .5 <1.0

11 < .5 <1.0

6 <.5 <1.0

10 <.5 1.0

9 < .5 <1.0

6 < .5 <1.0

7 < .5 <1.0

17 .8 1.0

6 < .5 <1.0

7 < .5 <1.0

11 < .5 <1.0

18 .6 <1.0

5 < .5 <1.0

5 < .5 <1.0

7 .7 1.0

6 < .5 <1.0

6 < .5 <1.0

7 < .5 <1.0

6 .6 <1.0

Cobalt, 

dissolved

as Co)

<3

<3

<3

<3

<3

<3

4

<3

<3

<3

<3

<3

<3

<3

<3

3

<3

<3

<3

<3

<3

<3

<3

<3

<3

<3

<3

<3

<3

Copper, 

dissolved 

(Hg/L 

asCu)

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

Appendix 5 233
Table 5-1. Chemical analysis of ground-water samples from the Saco and Ossipee River Basins, 

east-central New Hampshire-Continued

Local site 

number

ADW 13

ADW 14

ADW 15

ADW 16

CKW 9

CKW 10

CKW 11

CWW 66

CWW 67

CWW 70

EFW 9

FLW 25

MBW 10

OXS 1

OXS 5

OXW 34

OXW 35

OXW 36

OXW 38

SES 1

SEW 26

TAS 1

TAW 31

TAW 32

TAW 33

TAW 34

WAW 23

MBW 57

MBW 55

T T , T .... Manganese, . Strontium, Vanadium, Iron, Lead, Lithium, ,. , ' denum, ,. , , ' . , ' 

,. ,, ,. ,, ,. , , dissolved ,. , , dissolved dissolved dissolved dissolved dissolved , dissolved _ _

(ug/L as Fe) (ug/L as Pb) (ug/L as Li) 

aa 

(U^ 

ivill I 

(ug/L 

- , . 

^ 

oA ji l 

(^

oA V 1

as Mo)

3 <1

<3 <1

<3 <1

<3 <1

9 <1

5 <1

9 <1

5 <1

7,100 <1

9 <1

4 <1

<3 <1

4 <1

25 <1

3 <1

890 <1

<3 <1

8,700 <1

<3 <1

<3 <1

83 <1

4 <1

<3 <1

19 <1

5,300 <1

51 <1

<3 <1

5 <1

<3 <1

0 <4

0 6

0 <4

0 4

0 <4

0 <4

0 <4

0 <4

0 17

0 <4

0 <4

0 <4

0 <4

0 <4

0 <4

0 <4

0 <4

0 <4

0 <4

0 7

0 <4

0 <4

0 <4

0 <4

0 <4

0 5

0 <4

0 8

0 <4

2

24

9

20

16

48

330

77

500

48

1

15

1

720

8

370

<1

260

<1

<l

63

10

1

26

62

4

5

28

36

<10 22

10 58

<10 9

<10 19

<10 12

<10 20

<10 79

<10 16

<10 32

<10 63

<10 17

<10 10

<10 22

<10 33

<10 29

<10 30

<10 81

<10 80

<10 27

<10 56

<10 22

<10 42

<10 15

<10 8

<10 25

<10 28

<10 19

<10 41

<10 38

<6

<6

<6

<6

<6

<6

<6

<6

10

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

<6

Zinc, 

dissolved 

(ug/L 

asZn)

5

<3

<3

3

<3

4

6

4

50

11

6

<3

<3

13

<3

5

<3

<3

4

<3

3

10

<3

4

16

<3

4

5

4

234 Geohydrology and Water Quality of Stratlfled-Drift Aquifers in the Saco and Osslpee River Basins, East-Central New Hampshire