Lower Missouri River Navigation Charts U.S. Army Corps

of Engineers

Northwestern Division Rulo, Nebraska to St. Louis, Missouri FEB 2014
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Additional marine mapping products can be found at:

7701 Telegraph Road

Alexandria, VA 22315-3864

703-428-6816

http://www.agc.army.mil/Missions/Echarts.aspx

Requests for maps or information should be addressed to:

ATTN: Geospatial Data Section

601 East 12th Street

Kansas City, MO 64106

816-389-3669

http://www.nwk.usace.army.mil/Missions/CivilWorks/Navigation.aspx

Additional marine mapping products can be found at:

14th Street & Constitution Avenue, N.W.

Room 6217

Washington, D.C. 20230

202-482-6090

http://www.noaa.gov

U.S. Army Engineer District, Kansas City U.S. Army Topographic Engineering Center NOAA (National Oceanic and Atmospheric Administration)

POINTS OF CONTACT

Commander

Eighth Coast Guard District

Hale Boggs Federal Building

500 Poydras Street

New Orleans, Louisiana 70130

Commander 504-671-2020

U.S. Coast Guard, Cutters' Cheyenne & Gasconade

Foot of Arsenal St.

Bldg. 17

St. Louis, MO 63108

Call Sign - Coast Guard Cutter Cheyenne or Gasconade

SECTOR UPPER MISSISSIPPI RIVER (08-37390) 

1222 SPRUCE ST, SUITE 7.103

ST LOUIS, MO 63103 

Primary Phone: 314-269-2500 

Emergency Phone: 866-360-3386 

Fax Number: 314-269-2734 

URL: http://www.uscg.mil/d8/sectUMR 

Quick Link http://homeport.uscg.mil/umr

REPORT OIL AND CHEMICAL SPILLS ANY TIME TO THE NATIONAL RESPONSE CENTER AT:

(TOLL FREE) 1-800-424-8802, (DIRECT) 202-267-2675, (ONLINE) http://www.nrc.uscg.mil

USCG Navigation Center (NAVCEN)

7323 Telegraph Rd.

Alexandria, VA 22315

703-313-5900

http://www.navcen.uscg.gov

703-313-5900 (24 Hour Line)

COAST GUARD UNIT

Kansas City District Office 

601 E. 12th Street 

Kansas City, Missouri 64106-2896 

Telephone: 816-389-3486 

Missouri River Area Office 

790 E. 224 Highway 

Napoleon, Missouri 64074-7001 

Telephone: 816-240-8131

 

Gasconade Harbor Facility 

P.O. Box 410 

Hermann, MO 65041 

Telephone: 573-294-6411

 

Glasgow Project Office 

P.O. Box 76 

Glasgow, Missouri 65254 

Telephone: 660-338-2278/3139 

US ARMY CORPS OF ENGINEERS
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Inside Front Cover

Sheet A

Sheet B

Sheet C-F

Sheet G-H

Sheet I

Sheet J

Index Charts No. 1-3

Sheet K

Charts No. 1-94

Appendix A-1

Appendix B-1

Appendix C-1

Points of Contact

Table of Contents

General Notes

 Legal Disclaimer & Metadata

 Navigation Information

Regulations

 Rivers and Harbors Act - 1917

 Rivers and Harbors Act - 1899

USCG Aids to Navigation

Legend

Map Index of Navigation Charts

Tabular Index of Navigation Charts

Navigation Charts

Appendices

 Vertical Clearances Table

 Commercial River Terminals

 Stage Gauge Information Table

NAVIGATION CHARTS

MISSOURI RIVER

KANSAS CITY DISTRICT

RULO, NEBRASKA TO ST. LOUIS, MISSOURI

U.S. ARMY ENGINEER DISTRICT, KANSAS CITY

RICHARD BOLLING FEDERAL BLDG.

601 EAST 12TH ST.

KANSAS CITY, MISSOURI 64106

TABLE OF CONTENTS
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 GENERAL NOTES: LEGAL DISCLAIMER SHEET A

The data herein, including but not limited to geographic data, tabular data, analytical data, electronic data structures or files, are

provided "as is" without warranty of any kind, either expressed or implied, or statutory, including, but not limited to, the implied

warranties or merchantability and fitness for a particular purpose. The entire risk as to the quality and performance of the data is

assumed by the user. No guarantee of accuracy is granted, nor is any responsibility for reliance thereon assumed. In no event

shall the U.S. Army Corps of Engineers, Kansas City District, Geospatial Data Section be liable for direct, indirect, incidental,

consequential or special damages of any kind, including, but not limited to, loss of anticipated profits or benefits arising out of use

of or reliance on the data. The Geospatial Data Section does not accept liability for any damages or misrepresentation caused by

inaccuracies in the data or as a result of changes to the data caused by system transfers or other transformations or conversions,

nor is there responsibility assumed to maintain the data in any manner or form.

These data have been developed from the best available sources. Although efforts have been made to ensure that the data are

accurate and reliable, errors and variable conditions originating from physical sources used to develop the data may be reflected

in the data supplied. Users must be aware of these conditions and bear responsibility for the appropriate use of the information

with respect to possible errors, scale, resolution, rectification, positional accuracy, development methodology, time period,

environmental and climatic conditions and other circumstances specific to these data. The user is responsible for understanding

the accuracy limitations of the data provided herein. The burden for determining fitness for use lies entirely with the user. The

user should refer to the accompanying metadata notes for a description of the data and data development procedures.

Although these data have been processed successfully on computers at the Spatial Data Section, no guarantee, expressed or

implied, is made by Spatial Data Section regarding the use of these data on any other system, nor does the act of distribution

constitute or imply any such warranty. Distribution of these data is intended for information purposes and should not be

considered authoritative for navigational, engineering, legal and other site-specific uses.
U .S. ARM Y CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 GENERAL NOTES: NAVIGATION INFORMATION SHEET B

HU NTINGTON

DISTRICT

KANSAS CITY DISTRICT

LOU ISV ILLE

DISTRICT

M EM PHIS

DISTRICT

M OBILE DISTRICT

NASHV ILLE

DISTRICT

NEW ORLEANS DISTRICT

OM AHA DISTRICT

PITTSBU RGH

DISTRICT

ROCK ISLAND

DISTRICT

ST LOU IS

DISTRICT

ST PAU L DISTRICT

V ICKSBU RG

DISTRICT

The se navigation c harts we re ge ne rate d from fie ld surve ys c ond uc te d

b y the U .S. Arm y Corp s of Engine e rs offic e s and from ae rial

p hotograp hy take n. Inform ation p re se nte d on the se c harts c an

c hange and , the re fore , anyone navigating on the M issouri Rive r m ust

e xe rc ise caution and ac knowle d ge the e ve r-p re se nt hazard s of this

natural re sourc e . M arine rs are urge d to sub m it any c ond ition found to

d iffe r from those shown on the c harts to http s://ie nc -

re p ort.usac e .arm y.m il/, or c all 816-389-3669.

Navigation c harts for the Fe d e ral navigation p roje cts on the W e ste rn

Rive rs of the U nite d State s are availab le for p urc hase from the U S

Arm y Corp s of Engine e rs. Navigation c harts for the M issouri Rive r c an

b e p roc ure d from the following sourc e s:

732 North Cap itol Stre e t NW

W ashington, DC 20401-0001

202-512-1800

A list of loc ations for the p urc hase of navigation c harts for othe r Corp s’

p roje c ts c an b e ob taine d from the following inte rne t ad d re ss:

http ://b ookstore .gp o.gov

Ele c tronic navigation c harts c an b e ob taine d from :

http ://www.agc .arm y.m il/e c harts/inland nav

PROCUREMENT OF NAVIGATION CHARTS

Notic e s to Navigation Inte re sts (Navigation Notic e ), c ontaining d ata on

c hanne l c ond itions, location of d re d ge s, e tc., are issue d b y the Corp s

of Engine e rs as oc c asions warrant. Distrib ution of the Navigation

Notic e s for the M issouri Rive r is b y e -m ail. Re q ue sts to b e p lac e d on

the d istrib ution list for the M issouri Rive r ne e d to c ontact:

U .S Arm y Corp s of Engine e rs, Northwe ste rn Division

Kansas City Distric t

601 East 12th St.

Kansas City, M issouri 64106

NAVIGATION NOTICES

CORPS OF ENGINEERS JURISDICTIONS

The Corp s of Engine e rs has the re sp onsib ility und e r

Congre ssional authorization for the c onstruction, op e ration

and m ainte nanc e of the M issouri Rive r for navigation, flood

re d uc tion and re late d p urp ose s, inc lud ing flow re gulation and

b ank p rote ction. The navigation p roje c t e xte nd s from Sioux

City, Iowa to the m outh, a d istanc e of 735 m ile s. The

c om p le te d p roje c t p rovid e s a c ontinuous navigation c hanne l 9'

d e e p and 300' wid e , whic h is d e signe d to flow along the

c onc ave sid e of the b e nd s and through the c rossing b e twe e n

b e nd s. The Corp s sup p ort of navigation is norm ally from latte r

M arc h to latte r Nove m b e r at Sioux City, and from the first of

Ap ril to the first of De c e m b e r at the m outh. Ic e c ond itions and

low wate r m ay p re c lud e navigation the re st of the ye ar.

Sp e c ific m inim um flow rate s are re q uire d d uring the navigation

se ason to p rovid e ad e q uate d e p ths and wid th. To m e e t this,

insuffic ie nt natural flows are augm e nte d b y re le ase s from

up stre am re se rvoirs. A flow of 30,000 to 35,000 c ub ic fe e t p e r

se c ond is ge ne rally m aintaine d at Sioux City and Om aha, and

35,000 to 40,000 c ub ic fe e t p e r se c ond at Kansas City. During

the navigation se ason, rive r stage s vary from a range of ab out

one foot at Sioux City to around 15 fe e t at He rm ann, M o., and

the ve loc ity of the flow varie s from 4 to 5 m ile s p e r hour.

 AUTHORIZED PROJECT

Rive r m ile age , as shown along the navigation p roje ct’s sailing line , is

m e asure d from the m outh of the M issouri Rive r and c ontinue s

up stre am to Rulo, Ne b raska, rive r m ile 498.4. The m ile s p oints d o not

re p re se nt actual d istanc e along the sailing line . Ge ne rally, the m ile

p oints ap p roxim ate a m ile b e twe e n the p oints; howe ve r, in are as

whe re the alignm e nt of the navigation c hanne l has c hange d d uring its

e xiste nc e , the d istanc e b e twe e n m ile p oints would te nd to b e gre ate r

or le ss than 1-m ile in d istanc e .

MILE POINTS

GENERAL

PERMITS

In the ad m inistration of laws, e nacte d b y Congre ss for the p rote c tion

and p re se rvation of navigation and the navigab le wate rs of the U nite d

State s, the U .S. Arm y Corp s of Engine e rs e xe rc ise s jurisd ic tion ove r

the M issouri Rive r and se ve ral of its trib utary stre am s and we tland s.

Anyone wishing to und e rtake a p roje c t in, und e r, ove r or ad jac e nt to

wate r (inc lud ing we tland s) of the U nite d State s ne e d to inq uire at the

ap p rop riate Corp s of Engine e rs Distric t re gard ing p e rm it re q uire m e nts.

Inq uirie s for suc h work or struc ture s should b e ad d re sse d to:

Kansas City Distric t Re gulatory Offic e

601 East 12th Stre e t

Kansas City, M O 64106-2896

Te le p hone : 816-389-3990

Fax: 816-389-2032

V e rtical c le aranc e s und e r b rid ge s and ove rhe ad c ab le s are shown on

the re sp e c tive c harts as we ll as in the ve rtic al c le aranc e tab le . The

sourc e for the c le aranc e s is the U .S Coast Guard Light List V olum e 5

for the M ississip p i Rive r Syste m (http ://www.navc e n.usc g.gov/) and

fie ld ve rific ation surve ys ac c om p lishe d in Fall 2012. The p roje c t d e p ths

as we ll as the ove rhe ad c le aranc e s re fe re nc e the Construc tion

Re fe re nc e Plane (CRP), whic h is d e fine d as the stage or e le vation at

whic h the rive r's d isc harge is e xc e e d e d 75 p e rc e nt of the tim e d uring

the norm al navigation se ason from Ap ril 1 to De c e m b e r 1.

VERTICAL CLEARANCES

Rive r gauge s p rovid e c urre nt rive r stage c ond itions. Se e gauge tab le

for d ata sp e c ific to ind ivid ual gauge s.

GAUGES

Buoys that are use d to m ark c hanne ls on the M issouri Rive r syste m

c onform to the stand ard late ral syste m of b uoyage on the W e ste rn

Rive rs of the U nite d State s. All b uoys are e q uip p e d with re fle c tors;

b uoys on the le ft d e sc e nd ing sid e of the c hanne l re fle ct re d ; b uoys on

the right d e sc e nd ing sid e of the c hanne l re fle ct gre e n. Due to p ractic al

lim itations of p ositioning and m aintaining floating b uoys in p re c ise

ge ograp hical loc ations, b uoy p osition shown on the se navigation c harts

are ap p roxim ate p ositions only, if shown. Pre vailing rive r c ond itions

alte r the ac tual locations of the b uoys. The y m ay b e c arrie d off p osition

b y curre nts, high stage s, ac c um ulation of d rift, ic e , sunk b y c ollision or

othe r c ause s. W he n c arrie d off p osition, d e stroye d or re m ove d to

p re ve nt loss, b uoys are re -e stab lishe d at the e arlie st op p ortunity b y the

U .S. Coast Guard .

BUOYS

All wate r surfac e e le vations re fe re nc e d on the se c harts are re fe re nc e d

to the North Am e ric an V e rtic al Datum of 1988 (NAV D88) unle ss

othe rwise note d in the gauge tab le . The p roje c t d e p ths re fe r to d ata

c olle c te d d uring sum m e r 2013.

WATER SURFACE ELEVATIONS
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 REGULATIONS: RIVERS AND HARBORS ACT - 1917 SHEET C

REGULATIO NS 

PERSCRIBED BY THE SECRETARY O F THE ARMY FO R 

O HIO RIVER, MISSISSIPPI RIVER ABO VE CAIRO , IL., AND 

THEIR TRIBUTARIES; USE, ADMINISTRATIO N 

AND NAVIGATIO N 

(The following a r e excer pts ) 

THE LAW 

Se ction 7 of the Rive r a nd Ha r bor Act of Aug us t 8, 1917, pr ovid e s a s 

follows : 

“T ha t it s ha ll be the d uty of the Se cr eta r y of Wa r to pr es cribe s uch 

r e g ula tions for the us e, a d m inis tr a tion, a nd na vig a tion of the 

na vig a ble wa ter s of the United Sta te s a s in his jud g m ent the public 

nece s s ity m a y r e quir e for the pr otection of lif e a nd pr ope r ty, or of 

ope r a tions of the Unite d Sta tes in cha nne l im prove m e nt, cove r ing a ll 

m a tter s not s pe cifica lly d e leg a te d by la w to s om e othe r exe cutive 

d e pa r tm e nt. Such r e g ula tions s ha ll be pos te d , in cons picuous a nd 

a ppr opr ia te pla ces , for the infor m a tion of the public; a nd e ver y pe r s on 

a nd e ver y cor por a tion which s ha ll viola te s uch r eg ula tions s ha ll be 

d e e m e d g uilty of a m is d e m e a nor, a nd on conviction ther e of in a ny 

d is tr ict cour t of the United Sta te s within whos e te r r itor ia l jur is d iction 

s uch off ens e m a y ha ve be e n com m itte d , s ha ll be punis hed by a fine not 

e xce ed ing $500, or by im pr is onm e nt (in the ca s e of a na tur a l per s on) 

not exce ed ing s ix m onths , in the d is cr e tion of the cour t.” 

In pur s ua nce of the la w a bove quoted , the following r eg ula tions we r e 

pr e s cr ibe d to g over n the us e , a d m inis tr a tion, a nd na vig a tion of the 

O hio River , Mis s is s ippi Rive r a bove Ca iro, Illinois , a nd the ir 

tr ibuta r ie s . 

THE REGULATIO NS 

Se c. 207.300 O hio Rive r , Mis s is s ippi River a bove Ca ir o, Ill., a nd the ir 

tr ibuta r ies ; us e , a d m inis tr a tion, a nd na vig a tion. 

(a ) Author ity of Lockm a s ter s . 

The lockm a s te r s ha ll be cha r g e d with the im m e d ia te contr ol a nd 

m a na g e m e nt of the lock, a nd of the a r e a s e t a s id e a s the lock a r e a , 

includ ing the lock a ppr oa ch cha nne ls . He/s he s ha ll s e e tha t a ll 

la ws , r ule s , a nd r e g ula tions for the us e of the lock a nd lock a r e a 

a r e d uly com plied with, to which e nd he /s he is a uthor ize d to g ive 

a ll nece s s a r y or d er s a nd d ir e ctions in a ccor d a nce the r ewith, both 

to e m ploye es of the g over nm ent a nd to a ny a nd eve r y pe r son 

within the lim its of the lock a nd lock a r e a , whethe r na vig a ting the 

lock or not. No one s ha ll ca us e a ny m ove m ent of a ny ves s e l, boa t, 

or other floa ting thing in the lock or a ppr oa ches e xce pt by or 

und er the d ir e ction of the lockm a s te r or his /her a s s is ta nts . In the 

eve nt of a n e m e r g ency, the lockm a s te r m a y d e pa r t fr om the s e 

r eg ula tions a s he d e e m s ne ces s a r y. The lockm a s te r s s ha ll a ls o be 

cha r g e d with the control a nd m a na g e m ent of fe d e r a lly cons tr ucte d 

m oor ing f acilities . 

(b) Sa fe ty r ules for ve s s e ls us ing na vig a tion locks . 

The following s a f ety r ules a r e her e by pr e s cr ibe d for ve s s e ls in the 

locking pr oce s s , includ ing the a ct of a ppr oa ching or d e pa r ting a 

lock: 

(1) Tows with fla m m a ble or ha za r d ous ca r g o ba r g es , loa d e d or 

e m pty. 

(i) Str ipping ba r g e s or tr a ns f e r r ing ca r g o is pr ohibited . 

(ii) All ha tche s on ba r g e s us ed to tr a ns por t fla m m a ble or 

ha za r d ous m a ter ia ls s ha ll be clos e d a nd la tched , exce pt 

thos e ba r g es car r ying a g a s-fr e e ce rtifica te. 

(iii) Spa r k-pr oof pr ote ctive r ubbing fe nd e r s (“pos s um s ”) s ha ll 

be us e d . 

(2) All ves s e ls . 

(i) Le a king ve s s e ls m a y be exclud ed fr om locks until the y 

ha ve be e n r e pa ir e d to the s a tis fa ction of the lockm a s te r . 

(ii) Sm oking , ope n fla m es , a nd chipping or other s pa r kpr od ucing a ctivitie s a r e pr ohibite d on d e ck d ur ing the 

locking cycle . 

(iii) Pa inting will not be pe r m itted in the lock cha m ber 

d ur ing the locking cycle . 

(iv) T ow s pe e d s s ha ll be r ed uce d to a r a te of tr a ve l s uch tha t 

the tow ca n be s topped by che cking s hould m e cha nica l 

d ifficultie s d e ve lop. Pilots s hould che ck with the 

ind ivid ua l lockm a s te r s conce rning pr eva iling cond itions . 

It is a ls o r e com m end e d tha t pilots check the ir a bility to 

r e ver s e the ir e ng ine s pr ior to be g inning a n a pproa ch. 

Eng ine s s ha ll not be tur ne d off in the lock until the tow 

ha s s toppe d a nd be en m a d e f a s t. 

(v) U.S. Coa s t Gua r d r e g ula tions r e quir e a ll ves s e ls to ha ve 

on boa r d life s a ving d evice s for pr eve ntion of d r owning . 

All cr e w m e m ber s of ve s s e ls r e quir ed to ca r ry work 

ve s ts (lif e ja cke ts ) s ha ll we a r the m d ur ing a locka g e , 

e xce pt thos e pe r s ons in a n a r e a e nclos ed with a ha nd r a il 

or othe r d e vice which would r e a s ona bly pr eclud e the 

pos s ibility of f a lling ove r boa r d . All d e ckha nd s ha nd ling 

line s d ur ing locking pr oce d ur e s ha ll we ar a life ja cket. 

Ve s s e ls not r e quir e d by Coa s t Gua r d r e g ula tions to ha ve 

wor k ves ts a boa r d s ha ll ha ve a t le a s t the pr e s cr ibe d lif e 

s a ving d e vices , loca ted for r e a d y a cces s a nd us e if 

ne e d e d . T he lockm a s ter m a y r e fus e locka g e to a ny 

ve s s e l which fa ils to confor m to the a bove. 

(c) Re por ting of na vig a tion incid ents . 

In fur the r a nce of incr e a s e d s a f e ty on wa te r wa ys the following 

s a fe ty r ule s a r e he r eby pr es cr ibed for a ll na vig a tion inte r e s ts : 

(1) Any incid e nt r es ulting in uncontr olle d ba r g es s ha ll 

im m ed ia te ly be r e por te d to the ne a r e s t lock. The r e por t s ha ll 

includ e infor m a tion a s to the num be r of loos e ba rg e s , the ir 

ca r g o, a nd the tim e a nd loca tion wher e the y br oke loos e. T he 

lockm a s te r or locks s ha ll be ke pt infor m e d of the pr og r es s 

be ing m a d e in br ing ing the ba r g es und e r contr ol s o tha t he 

ca n initia te wha te ver a ctions m a y be wa r r a nte d . 

(2) Whe ne ver ba rg e s a r e te m por a r ily m oor ed a t other tha n 

com m e r cia l te r m ina ls or e s ta blis he d fle eting a r e a s , a nd the ir 

br e a king a wa y could end a ng e r a lock, the ne a r e s t lock s ha ll 

be s o notifie d , pr e fe r a bly the d owns tr e a m lock. 

(3) Sunke n or s inking ba r g e s s ha ll be r e por te d to the ne a r e s t 

lock both d owns tr e a m a nd ups tr e a m of the loca tion in or d er 

tha t other tr a ffic pa s s ing thos e points m a y be a d vis e d of the 

ha za r d s . 

(4) In the e vent of a n oil s pill, notify the ne a r es t lock 

d owns tr e a m , s pecifying the tim e a nd loca tion of the incid ent, 

type of oil, a m ount of s pill, a nd wha t r e cove ry or contr olling 

m e a s ur es ar e be ing e m ploye d . 
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 REGULATIONS: RIVERS AND HARBORS ACT - 1917 SHEET D

 (5) An y o th er activity o n th e waterways th at co uld co n ceivably 

en dan ger n avigatio n o r a n avigatio n structure sh all be 

repo rted to th e n earest lo ck. 

(6) W h en ever it is n ecessary to repo rt an in ciden t in vo lvin g 

un co n tro lled, sun ken o r sin kin g barges, th e cargo in th e 

barges sh all be accurately iden tified. 

(d) Preceden ce at lo cks. 

(1) Th e vessel arrivin g first at a lo ck sh all n o rm ally be first to 

lo ck th ro ugh , but preceden ce sh all be given to vessels 

belo n gin g to th e Un ited States. Licen sed co m m ercial 

passen ger vessels o peratin g o n a publish ed sch edule o r 

regularly o peratin g in th e “fo r h ire” trade sh all h ave 

preceden ce o ver cargo to ws an d l ike craft. Co m m ercial cargo 

to ws sh all h ave preceden ce o ver recreatio n al craft, except as 

described in paragraph (f) o f th is sectio n . 

(2) Arrival po sts o r m arkers m ay be establ ish ed ash o re abo ve 

an d/o r belo w th e lo cks. Vessels arrivin g at o r o ppo site such 

po sts o r m arkers will be co n sidered as h avin g arrived at th e 

lo cks with in th e m ean in g o f th is paragraph . Preceden ce m ay 

be establish ed visually o r by radio co m m un icatio n . Th e 

lo ckm aster m ay prescribe such departure fro m th e n o rm al 

o rder o f preceden ce as in h is judgm en t is warran ted to 

ach ieve best lo ck util iz atio n . 

(e) Un n ecessary delay at lo cks. 

Masters an d pilo ts m ust use every precautio n to preven t 

un n ecessary delay in en terin g o r leavin g lo cks. Vessels failin g to 

en ter lo cks with reaso n able pro m ptn ess wh en sign aled to do so 

sh all lo se th eir turn . Rearran gin g o r switch in g o f barges in th e 

lo cks o r in appro ach es is pro h ibited un less appro ved o r directed by 

th e lo ckm aster. Th is is n o t m ean t to curtail “ jackkn ifin g” o r seto vers wh ere n o rm ally practiced. 

(f) Lo ckage o f recreatio n al craft. 

In o rder to fully util iz e th e capacity o f th e lo ck, th e lo ckage o f 

recreatio n al craft sh all be expedited by lo ckin g th em th ro ugh with 

co m m ercial craft, pro vided Th at bo th parties agree to jo in t use o f 

th e ch am ber. W h en recreatio n al craft are lo cked sim ultan eo usly 

with co m m ercial to ws, th e lo ckm aster will direct, wh en ever 

practicable, th at th e recreatio n al craft en ter th e lo ck an d depart 

wh ile th e to w is secured in th e lo ck. Recreatio n al craft will n o t be 

lo cked th ro ugh with vessels carryin g vo latile cargo es o r o th er 

substan ces likely to em it to xic o r explo sive vapo rs. If th e lo ckage 

o f recreatio n al craft can n o t be acco m plish ed with in th e tim e 

required fo r th ree o th er lo ckages, a separate lo ckage o f 

recreatio n al craft sh all be m ade. Recreatio n al craft o perato rs are 

advised th at m an y lo cks h ave a pull ch ain lo cated at each en d o f 

th e lo ck wh ich sign als th e lo ckm aster th at lo ckage is desired. 

Furth erm o re, m an y Mississippi River lo cks utiliz e a stro be l igh t 

at th e lo ck to sign al recreatio n al type vessels th at th e lo ck is 

ready fo r en try. Such ligh ts are used exclusively to sign al 

recreatio n al craft. 

(g) Sim ultan eo us lo ckage o f to ws with dan gero us cargo es. 

Sim ultan eo us lo ckage o f o th er to ws with to ws carryin g dan gero us 

cargo es o r co n tain in g flam m able vapo rs n o rm ally will o n ly be 

perm itted wh en th ere is agreem en t between th e lo ckm aster an d 

bo th vessel m asters th at th e sim ultan eo us lo ckage can be 

executed safely. He sh all m ake a separate decisio n each tim e such 

actio n seem s safe an d appro priate, pro vided: 

(1) Th e first vessel o r to w in an d th e last vessel o r to w o ut are 

secured befo re th e o th er en ters o r leaves. 

(2) An y vessel o r to w carryin g dan gero us cargo es is n o t leakin g. 

(3) All m asters in vo lved h ave agreed to th e jo in t use o f th e lo ck 

ch am ber. 

(h ) Statio n s wh ile awaitin g a lo ckage. 

Vessels awaitin g th eir turn to lo ck sh all rem ain sufficien tly clear 

o f th e structure to allo w un o bstructed departure fo r th e vessel 

leavin g th e lo ck. Ho wever, to th e exten t practicable un der th e 

prevail in g co n ditio n s, vessels an d to ws sh all po sitio n th em selves 

so as to m in im iz e appro ach tim e wh en sign aled to do so . 

(i) Statio n s wh ile awaitin g access th ro ugh n avigable pass. 

W h en n avigable dam s are up o r are in th e pro cess o f bein g raised 

o r lo wered, vessels desirin g to use th e pass sh all wait o utside th e 

lim its o f th e appro ach po in ts un less auth o riz ed o th erwise by th e 

lo ckm aster. 

(j) Sign als. 

Sign als fro m vessels sh all o rdin arily be by wh istle; sign als fro m 

lo cks to vessels sh all be by wh istle, an o th er so un d device, o r 

visual m ean s. W h en a wh istle is used, lo n g blasts o f th e wh istle 

sh all n o t exceed 10 seco n ds an d sh o rt blasts o f th e wh istle sh all 

n o t exceed 3 seco n ds. W h ere a lo ck is n o t pro vided with a so un d o r 

visual sign al in stallatio n , th e lo ckm aster will in dicate by vo ice o r 

by th e wave o f a h an d wh en th e vessel m ay en ter o r leave th e 

lo ck. Vessels m ust appro ach th e lo cks with cautio n an d sh all n o t 

en ter n o r leave th e lo ck un til sign aled to do so by th e lo ckm aster. 

Th e fo llo win g lo ckage sign als are prescribed: 

(1) So un d sign als by m ean s o f a wh istle. Th ese sign als apply at 

eith er a sin gle lo ck o r twin lo cks. 

(i) Vessels desirin g lo ckage sh all o n appro ach in g a lo ck give 

th e fo llo win g sign als at a distan ce o f n o t m o re th an o n e 

m ile fro m th e lo ck; 

(a) If a sin gle lo ckage o n ly is required: On e lo n g blast 

o f th e wh istle fo llo wed by o n e sh o rt blast. 

(b) If a do uble lo ckage is required: On e lo n g blast o f 

th e wh istle fo llo wed by two sh o rt blasts. 

(ii) W h en th e lo ck is ready fo r en tran ce, th e lo ck will give 

th e fo llo win g sign als: 

(a) On e lo n g blast o f th e wh istle in dicates perm issio n 

to en ter th e lo ck ch am ber in th e case o f a sin gle 

lo ck o r to en ter th e lan dward ch am ber in th e case 

o f twin lo cks. 

(b) Two lo n g blasts o f th e wh istle in dicates perm issio n 

to en ter th e riverward ch am ber in th e case o f twin 

lo cks. 

(iii) Perm issio n to leave th e lo cks will be in dicated by th e 

fo llo win g sign als given by th e lo ck: 

(a) On e sh o rt blast o f th e wh istle in dicates perm issio n 

to leave th e lo ck ch am ber in th e case o f a sin gle 

lo ck o r to leave th e lan dward ch am ber in th e case 

o f twin lo cks. 

(b) Two sh o rt blasts o f th e wh istle in dicates perm issio n 

to leave th e riverward ch am ber in th e case o f twin 

lo cks. 

(iv) Fo ur o r m o re sh o rt blasts o f th e lo ck wh istle delivered in 

rapid successio n will be used as a m ean s o f attractin g 

atten tio n , to in dicate cautio n , an d to sign al dan ger. Th is 

sign al will be used to attract th e atten tio n o f th e captain 

an d crews o f vessels usin g o r appro ach in g th e lo ck o r 

n avigatin g in its vicin ity an d to in dicate th at so m eth in g 

un usual in vo lvin g dan ger o r requirin g special cautio n is 

h appen in g o r is abo ut to take place. W h en th is sign al is 

given by th e lo ck, th e captain s an d crews o f vessels in 

th e vicin ity sh all im m ediately beco m e o n th e alert to 

determ in e th e reaso n fo r th e sign al an d sh all take th e 

n ecessary steps to co pe with th e situatio n . 

(2) Lo ck sign al ligh ts. At lo cks wh ere den sity o f traffic o r o th er 

lo cal co n ditio n s m ake it advisable, th e so un d sign als fro m th e 

lo ck will be supplem en ted by sign al ligh ts. Flash in g ligh ts 

(sh o win g a o n e-seco n d flash fo llo wed by a two-seco n d eclipse) 

will be lo cated o n o r n ear each en d o f th e lan d wall to co n tro l 

use o f a sin gle lo ck o r o f th e lan dward lo ck o f do uble lo cks. In 

additio n , at do uble lo cks, in terrupted flash in g l igh ts 

(sh o win g a o n e-seco n d flash , a o n e-seco n d eclipse an d a o n eseco n d flash , fo llo wed by a th ree-seco n d eclipse) will be 

lo cated o n o r n ear each en d o f th e in term ediate wall to 

co n tro l use o f th e riverward lo ck. Navigatio n will be go vern ed 

as fo llo ws: 

(i) Red l igh t. Lo ck can n o t be m ade ready im m ediately. 

Vessel sh all stan d clear. 

(ii) Am ber ligh t. Lo ck is bein g m ade ready. Vessel m ay 

appro ach but un der full co n tro l. 

(iii) Green ligh t. Lo ck is ready fo r en tran ce. 

(iv) Green an d am ber. Lo ck is ready fo r en tran ce but gates 

can n o t be recessed co m pletely. Vessel m ay en ter un der 

full co n tro l an d with extrem e cautio n . 
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 REGULATIONS: RIVERS AND HARBORS ACT - 1917 SHEET E

 (3) Rad io c om m unic ations. VHF-FM r ad ios, ope r ating in the 

FCC author ize d Mar itim e Band , have be e n installe d at all 

ope r ational loc ks (e xce pt those on the Ke ntuc ky Rive r and 

Loc k 3, Gr e e n Rive r ). Rad io c ontac t m ay be m ad e by any 

ve sse l d e sir ing passage . Com m e r c ial tows ar e e spe c ially 

r e que ste d to m ake c ontac t at le ast one half hour be for e 

ar r ival in or d e r that the pilot m ay be infor m e d of c ur r e nt 

r ive r and tr affic c ond itions that m ay affe c t the safe passage 

of his tow. All loc ks m onitor 156.8 MHz (Ch. 16) and 156.65 

MHz (Ch. 13) and can wor k 156.65 MHz (Ch. 13) and 156.7 

MHz (Ch. 14) Ch. 16 is the author ize d c all, r e ply and d istre ss 

fr e que nc y, and loc ks ar e not pe r m itte d to work on this 

fr e que nc y e xc e pt in an e m e r ge ncy involving the r isk of 

im m e d iate loss of life or pr ope r ty. Ve sse ls m ay c all and wor k 

Ch. 13, without switc hing, but are c autione d that ve sse l to 

loc k tr affic m ust not inte r r upt or d e lay Br id ge to Br id ge 

tr affic whic h has pr ior ity at all tim e s. 

(k) Rafts. 

Rafts to be loc ke d thr ough shall be m oor e d in suc h m anne r as not 

to obstr uct the e ntr anc e of the loc k, and if to be loc ke d in se c tions, 

shall be br ought to the loc k as d ir e cte d by the loc km aste r . Afte r 

passing the lock the se c tions shall be r e asse m ble d at suc h 

d istanc e be yond the loc k as not to inte r fe r e with othe r ve sse ls. 

(l) Entr ance to and e xit fr om locks. In c ase two or m or e boats or 

tows ar e to e nte r for the sam e loc kage , the ir or d e r of e ntr y 

shall be d e te r m ine d by the loc km aste r . Exc e pt as d ir e c te d by 

the loc km aste r , no boat shall pass anothe r in the loc k. In no 

c ase will boats be pe r m itte d to e nte r or le ave the loc ks until 

d ir e c te d to d o so by the loc km aste r. The sid e s of all c r aft 

passing thr ough any lock shall be fr e e fr om pr oje c tions of any 

kind whic h m ight injur e the loc k walls. All ve sse ls shall be 

pr ovid e d with suitable fe nd e r s, and shall be use d to pr ote ct 

the loc k and guid e walls until it has c le ar e d the loc k and 

guid e walls. 

(m ) Moor ing 

(1) At loc ks. 

(i) All ve sse ls whe n in the loc ks shall be m oor e d as d ir e cte d 

by the loc km aste r . Ve sse ls shall be m oor e d with bow 

and ste r n line s le ad ing in opposite d ir e c tions to pre ve nt 

the ve sse l from “r unning” in the loc k. All ve sse ls will 

have one ad d itional line available on the he ad of the tow 

for e m e r ge nc y use . The pilothouse shall be atte nd e d by 

qualifie d pe r sonne l d ur ing the e ntir e loc king pr oc e d ur e . 

W he n the ve sse l is se c ur e ly m oore d , the pilot shall not 

c ause m ove m e nt of the pr ope lle r s e xc e pt in e m e r ge nc y 

or unle ss d ir e c te d by the loc km aste r . Tying to lock 

lad d e r s is str ic tly pr ohibite d . 

(ii) Moor ing of unatte nd e d or non-pr ope lle d ve sse ls or sm all 

c r aft at the uppe r or lowe r c hanne l appr oac he s will not 

be pe r m itte d within 1200 fe e t of the lock. 

(2) O utsid e of loc ks. 

(i) No ve sse l or othe r c r aft shall r e gular ly or pe r m ane ntly 

m oor in any r e ac h of a navigation c hanne l. The 

appr oxim ate c e nte r line of suc h c hanne ls are m ar ke d as 

the sailing line on Cor ps of Engine e r s' navigation c har ts. 

Nor shall any floating c r aft, e xce pt in an e m e r ge nc y, 

m oor in any nar r ow or hazar d ous se c tion of the 

wate r way. Fur the r m or e , all ve sse ls or othe r c r aft ar e 

pr ohibite d fr om r e gular ly or pe rm ane ntly m oor ing in 

any se c tion of navigable wate r ways whic h ar e c onge ste d 

with com m e r c ial fac ilitie s or tr affic unle ss it is m oor e d 

at fac ilitie s appr ove d by the Se c r e tar y of the Ar m y or his 

author ize d r e pr e se ntative . The lim its of the c onge ste d 

ar e as shall be m ar ke d on Cor ps of Engine e r s' navigation 

c har ts. Howe ve r , the Distr ic t Engine e r m ay author ize in 

wr iting e xc e ptions to any of the above if, in his 

jud gm e nt, suc h m oor ing would not ad ve r se ly affe c t 

navigation and anc hor age . 

(ii) No ve sse l or othe r c r aft shall be m oor e d to railroad 

tr ac ks, to r ive r banks in the vic inity of r ailr oad tr ac ks 

whe n suc h m oor ing thr e ate ns the safe ty of e quipm e nt 

using suc h tr ac ks, to te le phone pole s or powe r pole s, or 

to br id ge s or sim ilar str uc tur e s use d by the public . 

(iii) Exc e pt in c ase of gr e at e m e r ge ncy, no ve sse l or c r aft 

shall anc hor ove r r e ve tte d banks of the r ive r , and no 

floating plant othe r than launc he s and sim ilar sm all 

c r aft shall land against banks pr ote c te d by re ve tm e nt 

e xc e pt at re gular c om m e r c ial land ings. In all c ase s, 

e ve r y pr e c aution to avoid d am age to the r e ve tm e nt 

works shall be e xe r c ise d . The c onstr uc tion of log r afts 

along m attr e sse d or pave d banks or the tying up and 

land ing of log rafts against suc h banks shall be 

pe r for m e d in suc h a m anne r as to c ause no d am age to 

the m attr e ss wor k or bank paving. Ge ne r ally, m attr e ss 

work e xte nd s out into the r ive r 600 fe e t fr om the low 

wate r line . 

(iv) Any ve sse l utilizing a fe d e r ally c onstr uc te d m oor ing 

fac ility (e .g., c e lls, buoys, anc hor r ings) at the points 

d e signate d on the c ur r e nt issue of the Cor ps' navigation 

c har ts shall ad vise the loc km aste r at the ne ar e st lock 

fr om that point by the m ost e xpe d itious m e ans. 

(n) Dr aft of vesse ls. 

No ve sse l shall atte m pt to e nte r a loc k unle ss its d r aft is at le ast 

thr e e inc he s le ss than the le ast d e pth of wate r ove r the guar d 

sills, or ove r the gate sills if the r e be no guar d sills. Infor m ation 

c onc e r ning c ontrolling d e pth ove r sills c an be obtaine d fr om the 

lockm aste r at e ac h loc k or by inquir y at the offic e of the d istr ic t 

e ngine e r of the d istr ic t in whic h the loc k is loc ate d . 

(o) Hand ling m ac hine r y. 

No one but e m ploye e s of the Unite d State s shall m ove any loc k 

m ac hine r y e xc e pt as d ire c te d by the loc km aste r . Tam pe r ing or 

m e d d ling with the m ac hine r y or othe r par ts of the loc k is str ic tly 

for bid d e n. 

(p) Re fuse in loc ks. 

Plac ing or d isc har ging r e fuse of any d e sc r iption into the loc k, on 

lock walls or e splanad e , c anal or c anal bank is pr ohibite d . 

(q) Dam age to loc ks or othe r wor k. 

To avoid d am age to plant and struc tur e s c onne c te d with the 

c onstr uc tion or r e pair of loc ks and d am s, ve sse ls passing 

str uc ture s in the pr oc e ss of c onstr uc tion or r e pair shall r e d uc e 

the ir spe e d and navigate with spe c ial c aution while in the vic inity 

of suc h work. The r e str ic tions and ad m onitions c ontaine d in the se 

r e gulations shall not affe c t the liability of the owne r s and 

ope r ator s of floating c r aft for any d am age to loc ks or othe r 

str uc ture s c ause d by the ope r ation of suc h c r aft. 

(r ) Tr e spass of lock pr ope r ty. 

Tr e spass on loc ks or d am s or othe r U.S. pr ope r ty pe r taining to the 

locks or d am s is str ic tly prohibite d e xce pt in those ar e as 

spe c ific ally pe r m itte d . Par tie s com m itting any injur y to the loc ks 

or d am s or to any par t the r e of will be re sponsible the r e for . Any 

pe r son c om m itting a willful injury to any U.S. pr ope r ty will be 

pr ose c ute d . No fishing will be pe r m itte d fr om loc k walls, guid e 

walls, or guar d walls of any loc k or fr om any d am , e xc e pt in ar e as 

d e signate d and poste d by the r e sponsible Distr ic t Engine e r as 

fishing ar e as. Pe r sonne l fr om c om m e r c ial and re c r e ational c r aft 

will be allowe d on the lock str uc tur e for le gitim ate busine ss 

r e asons; e .g., cr e w change s, e m e rge nc y phone c alls, e tc. 

(s) Re str ic te d ar e as at loc ks and d am s. 

All wate r s im m e d iate ly above and be low e ac h d am , as poste d by 

the r e spe c tive Distr ic t Engine e r s, ar e he r e by d e signate d as 

r e str ic te d ar e as. No ve sse l or othe r floating c r aft shall e nte r any 

suc h r e str ic te d are a at any tim e . The lim its of the r e str ic te d are as 

at e ac h d am will be d e te r m ine d by the r e sponsible Distr ic t 

Engine e r and m ar ke t by signs and /or flashing r e d lights installe d 

in c onspic uous and appr opr iate plac e s. 

(t) [Re se r ve d ] 

(u) O pe r ations d ur ing high wate r and flood s in d e signate d vulne r able 

ar e as. 
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 REGULATIONS: RIVERS AND HARBORS ACT - 1917 SHEET F

Vessels operating on th ese waters d u ring period s wh en riv er 

stag es exceed th e lev el of “ord inary h ig h water”, as d esig nated on 

Corps of Eng ineers' nav ig ation c h arts, sh all exercise reasonab le 

care to m inim ize th e effec ts of th eir b ow wav es and propeller 

wash es on riv er b anks; su b m erg ed or partially su b m erg ed 

stru c tu res or h ab itations; terrestrial g rowth su c h as trees and 

b u sh es; and m an-m ad e am enities th at m ay b e present. Vessels 

sh all operate carefu lly wh en passing c lose to lev ees and oth er 

flood protec tion works, and sh all ob serv e m inim u m d istances from 

b anks wh ic h m ay b e presc rib ed from tim e to tim e in Notices to 

Nav ig ation Interests. Pilots sh ou ld exercise particu lar care not to 

d irec t propeller wash at riv er b anks, lev ees, rev etm ents, 

stru c tu res or oth er appu rtenances su b jec t to d am ag e from wav e 

ac tion. 

(v ) Nav ig ation lig h ts for u se at all loc ks. 

(1) At loc ks at all fixed d am s and at locks at all m ov ab le d am s 

wh en th e d am s are u p so th at th ere is no nav ig ab le pass 

th rou g h th e d am , th e following nav ig ation lig h ts will b e 

d isplayed d u ring h ou rs of d arkness: 

(i) Th ree g reen lig h ts v isib le th rou g h an arc of 360 d eg . 

arrang ed in a v ertical line on th e u pstream end of th e 

riv er (g u ard ) wall u nless th e interm ed iate wall extend s 

farth er u pstream . In th e latter case, th e lig h ts will b e 

placed on th e u pstream end of th e interm ed iate wall. 

(ii) Two g reen lig h ts v isib le th rou g h an arc of 360 d eg . 

arrang ed in a v ertical line on th e d ownstream end of th e 

riv er (g u ard ) wall u nless th e interm ed iate wall extend s 

farth er d ownstream . In th e latter case, th e lig h ts will b e 

placed on th e d ownstream end of th e interm ed iate wall. 

(iii) A sing le red lig h t, v isib le th rou g h an arc of 360 d eg . on 

eac h end (u pstream and d ownstream ) of th e land (g u i d e) 

wall. 

(2) At m ov ab le d am s wh en th e d am h as b een lowered or partly 

lowered so th at th ere is an u nob stru c ted nav ig ab le pass 

th rou g h th e d am , th e nav ig ation lig h ts ind icated in th e 

following parag raph s will b e d isplayed d u ring h ou rs of 

d arkness u ntil loc k walls and weir piers are awash . 

(i) Th ree red lig h ts v isib le th rou g h an arc of 360 d eg . 

arrang ed in a v ertical line on th e u pstream end of th e 

riv er (g u ard ) wall. 

(ii) Two red lig h ts v isib le th rou g h an arc of 360 d eg . 

arrang ed in a v ertical line on th e d ownstream end of th e 

riv er (g u ard ) wall. 

(iii) A sing le red lig h t v isib le th rou g h an arc of 360 d eg . on 

eac h end (u pstream and d ownstream ) of th e land (g u i d e) 

wall. 

(3) After loc k walls and weir piers are awash th ey will b e 

m arked as presc rib ed in parag raph (x) of th is sec tion. 

(4) If one or m ore b ear traps or weirs are open or partially open, 

and m ay cau se a set in cu rrent c ond itions at th e u pper 

approac h to th e loc ks, th is fac t will b e ind icated b y d isplaying 

a wh ite circu lar d isk 5 feet in d iam eter, on or near th e lig h t 

su pport on th e u pstream end of th e land (g u i d e) wall d u ring 

th e h ou rs of d aylig h t, and will b e ind icated d u ring h ou rs of 

d arkness b y d isplaying a wh ite (am b er) lig h t v ertically u nd er 

and 5 feet b elow th e red lig h t on th e u pstream end of th e 

land (g u id e) wall. 

(5) At Loc ks No. 1 and 2, Green R iv er, wh en th e loc ks are not in 

operation b ecau se of h ig h riv er stag es, a sing le red lig h t 

v isib le th rou g h an arc of 360 d eg . will b e d isplayed on eac h 

end (u pstream and d ownstream ) of th e loc k riv er (g u ard ) will 

at wh i c h tim e th e lig h ts referred to ab ov e will not b e v isib le. 

(w) [No long er appli cab le] 

(x) Bu oys at m ov ab le d am s. 

(1) Wh enev er th e riv er (g u ard ) wall of th e loc k and any portion 

of th e d am are awash , and u ntil c ov ered b y a d epth of water 

equ al to th e projec t d epth , th e lim its of th e nav ig ab le pass 

th rou g h th e d am will b e m arked b y b u oys located at th e 

u pstream and d ownstream end s of th e riv er (g u ard ) wall, and 

b y a sing le b u oy ov er th e end or end s of th e portion or 

portions of th e d am ad jacent to th e nav ig ab le pass ov er 

wh ic h projec t d epth is not av ailab le. A red nu n-type b u oy will 

b e u sed for su c h stru c tu res located on th e left-h and si d e 

(facing d ownstream ) of th e riv er and a b lac k can-type b u oy 

for su c h stru c tu res located on th e rig h t-h and si d e. Bu oys will 

b e lig h ted , if prac ti cab le. 

(2) Wh ere powerh ou ses or oth er su b stantial stru c tu res 

projec ting c onsid erab ly ab ov e th e lev el of th e loc k wall are 

located on th e riv er (g u ard ) wall, a sing le red lig h t located on 

top of one of th ese stru c tu res m ay b e u sed instead of riv er 

wall b u oys presc rib ed ab ov e u ntil th ese stru c tu res are 

awash , after wh i c h th ey will b e m arked b y a b u oy of 

appropriate type and c olor (red nu n or b lac k can b u oy) u ntil 

cov ered b y a d epth of water equ al to th e projec t d epth . Bu oys 

will b e lig h ted , if prac ti cab le. 

(y) Vessels to carry reg u lations. A c opy of th ese reg u lations sh all b e 

kept at all tim es on b oard each v essel reg u larly eng ag ed in 

nav ig ating th e riv ers to wh i c h th ese reg u lations apply. Copies 

m ay b e ob tained from any lock office or Distric t Eng ineer's office 

on requ est. Masters of su c h v essels are encou rag ed to h av e on 

b oard c opies of th e cu rrent ed ition of appropriate nav ig ation 

c h arts. 

 NOTE: Th ese reg u lations are th ose in effec t 31 Ju ly 1975.
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 REGULATIONS: RIVERS AND HARBORS ACT - 1899 SHEET G

ACT O F MARCH 3, 1899 

[As Am e nd e d T hrough P.L. 106–580, De c. 29, 2000] 

(Com m only Known as T HE “RIVERS AND HARBO RS APPRO PRIATIO N ACT O F 1899”) 

(Se c tions 15, 16, 19 & 20) 

 CHAP. 425.— An Ac t Making a ppropriations for the c ons truc tion, re pa ir, and 

pre s e rvation of c e rta in public works on rive rs and harbors , and for othe r purpos e s . 

* * * * * * * 

SECTIO N 15 

 

T hat it s hall not be lawful to tie up or anc hor ve s s e ls or othe r craft in navigable 

c hanne ls in suc h a m anne r as to pre ve nt or obs truc t the pas s age of other ve s s e ls or 

c raft; or to s ink, or perm it or c aus e to be sunk, ve s s e ls or othe r craft in navigable 

c hanne ls; or to float loos e tim be r and logs, or to float what is known as s ac k rafts of 

tim be r and logs in s tre am s or c hanne ls actually navigate d by ste am boats in suc h 

m anne rs as to obstruct, im pe d e , or e nd ange r navigation. And whe ne ve r a ve s s e l, raft, 

or othe r craft is wre c ke d and sunk in a navigable c hanne l, it s hall be the d uty of the 

owne r, le s s e e , or ope rator of suc h sunke n craft to im m e d iate ly m ark it with a buoy or 

be ac on d uring the d ay and a lighte d lante rn at night, and to m aintain suc h m arks until 

the sunke n c raft is re m ove d or aband one d , and the ne gle ct or failure of the s aid owne r, 

le s s e e , or ope rator s o to d o s hall be unlawful; and it s hall be the d uty of the owne r, 

le s s e e , or ope rator of suc h sunke n c raft to c om m e nc e the im m e d iate re m oval of the 

s am e , and pros e cute suc h re m oval d ilige ntly, and failure to d o s o s hall be c ons id e re d as 

an aband onm e nt of suc h craft and subje ct the s am e to re m oval by the Unite d State s as 

he re inafte r provid e d for. (33 U.S.C. 409)

SECTIO N 16 

That e ve ry pe rs on and eve ry c orporation that s hall violate , or that s hall knowingly aid , 

abe t, authorize , or ins tigate a violation of the provis ions of s e ctions 13, 14, 15, 19, and 

20 of this Act s hall be guilty of a m is d e m e anor, and on c onviction the re of s hall be 

punis he d by a fine of up to $25,000 pe r d ay, or by im pris onm e nt (in the c as e of a 

natural pe rs on) for not le s s than thirty d ays nor m ore than one ye ar, or by both suc h 

fine and im pris onm e nt, in the d is cre tion of the c ourt; one-half of s aid fine to be paid to 

the pe rs on or pe rs ons giving inform ation whic h s hall le ad to c onviction. And any and 

e ve ry m aste r, pilot, and e ngine e r, or pers on or pe rs ons acting in s uc h c apac ity, 

re s pe c tive ly, on board of any boat or ve s s e l who s hall knowingly ngage in towing any 

s c ow, boat, or ve s s e l load e d with any m ate rial s pe c ifie d in s e c tion thirte e n of this Act to 

any point or plac e of d e pos it or d is c harge in any harbor or navigable wate r, e ls ewhe re 

than within the lim its d e fine d and pe rm itte d by the Se c re tary of War, or who s hall 

willfully injure or d e stroy any work of the Unite d State s c onte m plate d in s e ction 

fourte e n of this Act, or who s hall willfully obstruct the c hanne l of any wate rway in the 

m anne r c onte m plate d in s e ction fifte e n of this Act, s hall be d e e m e d guilty of a violation 

of this Act, and s hall upon c onviction be punis he d as he re inbe fore provid e d in this 

s e c tion, and s hall als o have his lic e ns e re voke d or sus pe nd e d for a te rm to be fixe d by 

the jud ge be fore whom trie d and c onvicte d . And any boat, ve s s e l, s c ow, raft, or othe r 

craft us e d or e m ploye d in violating any of the provis ions of s e ctions 13, 14, 15, 19, and 

20 of this Act s hall be liable for the pe cuniary pe naltie s s pe c ifie d in this s e c tion, and in 

ad d ition the re to for the am ount of the d am age s d one by s aid boat, ve s s e l, s c ow, raft, or 

othe r craft, whic h latte r sum s hall be plac e d to the c re d it of the appropriation for the 

im prove m e nt of the harbor or wate rway in whic h the d am age oc curre d , and s aid boat, 

ve s s e l, s c ow, raft, or othe r craft m ay be proc e e d e d against sum m arily by way of libe l in 

any d istrict c ourt of the Unite d State s having juris d ic tion the re of. (33 U.S.C. 411, 412) 
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 REGULATIONS: RIVERS AND HARBORS ACT - 1899 SHEET H

SECTION 19 

(a) That w hen ever the n avigatio n o f an y river, lake, harbo r, so un d, bay, can al, o r o ther 

n avigable w aters o f the Un ited States shall be o bst ructed o r en dan gered by an y sun ken 

vessel, bo at, water cr aft, raft, o r o ther similar o bstructio n , an d such o bst ructio n has 

existed fo r a lo n ger perio d than thir ty days, o r when ever the aban do n men t o f such 

o bst ructio n can be legally established in a less space o f time, the sun ken vessel, bo at, 

w ater craft, r aft, o r o ther o bst ructio n shall be subject t o be br oken up, remo ved, so ld, o r 

o ther w ise dispo sed o f by the Secretar y o f War at his discretio n , w itho ut liabilit y fo r an y 

damage to the o w n ers o f the same: Pr o vided, That in his discretio n , the Secretar y o f 

War may cause reaso n able n o tice o f such o bstr uctio n of n o t less than thir ty days, 

un less the legal aban do n men t o f the o bst ructio n can be established in a less time, to be 

given by publicatio n , addressed ‘‘To w ho m it may co n cer n ,’’ in a n ew spaper published 

n ear est to the lo calit y o f the o bstructio n , requirin g the remo val thereo f: An d pr o vided 

also , That the Secretar y o f War may, in his discretio n , at o r after the time of givin g 

such n o tice, cause sealed pr o po sals to be so licited by public adver tisemen t, givin g 

r easo n able n otice o f n o t less than ten days, fo r the removal o f such o bstructio n as so o n 

as po ssible after the expiratio n o f the abo ve specified thir ty days’ n o tice, in case it has 

n o t in the mean time been so remo ved, these pr o po sals an d co n t racts, at his discretio n , 

t o be co n ditio n ed that such vessel, bo at, w ater craft, r aft, o r o ther o bst ructio n , an d all 

cargo an d pr o per t y co n tain ed ther ein , shall become the pr o per ty o f the co n tracto r , an d 

the co n t ract shall be aw arded to the bidder makin g the pr o po sitio n mo st advan tageo us 

t o the Un ited States: Pr o vided, That such bidder shall give satisfact o r y securit y to 

execute the w o rk: Pr o vided fur ther, That an y mo n ey received fr o m the sale o f an y such 

w reck, o r fr o m an y co n tracto r fo r the remo val o f w recks, un der this par agraph shall be 

covered in t o the Treasur y o f the Un ited States. 

(b) The o w n er, lessee, o r operato r o f such vessel, bo at, w atercraft, raft, o r o ther 

o bst ructio n as descr ibed in this sectio n shall be liable to the Un ited States fo r the co st 

o f remo val o r dest ructio n an d dispo sal as described which exceeds the co sts reco vered 

un der subsectio n (a). An y amo un t reco vered fr o m the o w n er, lessee, o r o perato r o f such 

vessel pursuan t to this subsectio n t o recover co sts in excess o f the pr o ceeds fr o m the 

sale o r dispo sitio n o f such vessel shall be depo sited in the gen eral fun d o f the Treasur y 

o f the Un ited States. (33 U.S.C. 414) 

SECTION 20 

(a) That un der emergen cy, in the case o f an y vessel, boat, w ater craft, o r raft, o r o ther 

similar o bst ructio n , sin kin g o r gr o un din g, o r bein g un n ecessarily delayed in an y 

Go ver n men t can al or lo ck, or in an y n avigable w aters men tio n ed in sectio n n in eteen , in 

such man n er as to st o p, serio usly in ter fere w ith, o r specially en dan ger n avigatio n , in 

the o pin io n o f the Secr etar y o f War, o r an y agen t o f the Un ited States to w ho m the 

Secretar y may delegate pr o per autho r ity, the Secr etar y o f War o r an y such agen t shall 

have the right t o take immediate po ssessio n o f such bo at, vessel, o r o ther w ater craft, 

o r raft, so far as to remo ve o r to dest r o y it an d t o clear immediately the can al, lo ck, o r 

n avigable w ater s afo resaid o f the o bstructio n thereby caused, usin g his best judgmen t 

to preven t an y un n ecessar y in jur y; an d n o o n e shall in ter fere with o r preven t such 

removal o r destructio n : Pr o vided, That the o fficer o r agen t charged w ith the remo val o r 

dest ructio n o f an o bst ructio n un der this sectio n may in his discretio n give n o tice in 

w ritin g to the o w n ers o f an y such o bst ructio n r equirin g them to remo ve it: An d 

pr o vided fur ther, That the actual expen se, in cludin g admin istrative expen ses, o f 

removin g an y such o bst ructio n as afo resaid shall be a charge again st such craft an d 

cargo; an d if the o w n ers thereo f fail o r refuse to reimburse the Un ited States fo r such 

expen se w ithin thir ty days after n o tificatio n , then the o fficer or agen t afo resaid may 

sell the cr aft o r cargo , o r an y par t thereo f that may n o t have been destr o yed in 

removal, an d the pr o ceeds o f such sale shall be co vered in to the Treasur y o f the Un ited 

States. 

 (c) The ow n er, lessee, o r o per ato r o f such vessel, bo at, w atercraft, raft, o r o ther 

o bstructio n as described in this sectio n shall be liable to the Un ited States fo r the 

actual co st, in cludin g admin istrative co sts, o f removal or destructio n an d dispo sal as 

described w hich exceeds the co sts reco ver ed un der subsectio n (a). An y amo un t 

reco vered fr o m the o w n er, lessee, o r o perato r o f such vessel pursuan t t o this subsectio n 

to reco ver co sts in excess o f the pr o ceeds fr o m the sale o r dispo sitio n o f such vessel 

shall be depo sited in the gen eral fun d o f the Treasur y o f the Un ited States. (33 U.S.C. 

415) 
U .S . ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MISSOURI RIVER SAFETY TIPS S HEET I

Aids to Navigation

First tim e Missouri River b oaters sh ould b ec om e inform ed of th e

h azard s and c h alleng es assoc iated with b oating in swift c urrent.

Wh en you plan your trip, note th e area nam es and pub lic land s

along your route on th e m ap. Th en use th e inform ation on S HEET L

to c ontac t th e ag enc y and sec ure d etailed m aps, inform ation and

reg ulations.

Boaters sh ould prepare a trip plan and inform anoth er person of

th eir travel plans inc lud ing th eir d estination and estim ated tim e of

arrival.

Take a b oat safety c ourse and g et a free b oat safety c h ec k from th e

Coast Guard Auxiliary or U .S . Power S quad ron.

Inspec t your b oat to m ake sure you h ave all of th e required b oat

safety equipm ent.

River Hazards

Planning Your Trip

Th e Missouri River is d eep in som e areas, b ut oth er loc ations m ay

h ave roc k d ikes, sand b ars and sh allow spots. S nag s and floating

d eb ris also present h azard s th at m ay b e d iffic ult to see until you are

rig h t on top of th em . Varying river levels can expose or sub m erg e

h azard s with in a sh ort period of tim e.

Th is c h art c ontains num erous safety tips and g uid elines for b oaters

and oth er water recreationalists. Please use caution wh en b oating

on th e river and keep safety in m ind at all tim es.

Wh en Lewis and Clark traveled th e river in 1804 th ey left no trac e of

th eir passag e. We h ope th at all river users will respec t th e

environm ent and “Leave no trac e”.

Before putting a b oat on th e Missouri River you sh ould b ec om e

fam iliar with th e system of aid s to navig ation estab lish ed b y th e U .S .

Coast Guard . Th ese aid s to navig ation (sig ns, m arkers, and b uoys)

m ark a 300’ wid e b y 9’ d eep navig ation c h annel m aintained b y th e

U .S . Arm y Corps of Eng ineers.

By c onstric ting th e m ajority of th e river’s flow b etween sets of roc k

d ikes located on b oth sid es of th e river, th e navig ation c h annel

g enerally m aintains a m inim al d epth of 9’. Th e d ikes extend nearly

perpend ic ular into th e river and m ay h ave a d ownstream “L-h ead ”

on th e end . Th e d ikes are often sub m erg ed just und er th e surfac e of

th e water and can b e a sig nific ant h azard to waterc raft.

Boating & Safety on the Missouri River

Th e c om b ination of b oating and alc oh ol c an prove to b e d ead ly.

Alc oh ol im pairs jud g m ent and reac tion tim e and d ec reases your

b od y's ab ility to d efend itself from h ypoth erm ia.

Alc oh ol g reatly inc reases th e risk of d eh yd ration.

Bring along plenty of d rinking water. Th e rule of th um b is one g allon

of water per twenty-four h our period per person.

Boating and Alcohol

As you travel th e river, look for water areas with b oils or ripples. Th is

ind icates sand b ars, d ikes or possib le h azard s c lose to th e surfac e.

Maps and c h arts m ay not nec essarily sh ow th e location of sand b ars

b ec ause th ey sh ift with th e flow of th e river. At loc ations wh ere th e

river narrows, or wh ere th ere are ob stac les in th e river, tong ues of

relative g lassy water form inverted 'V's d ownstream of th e

ob struc tion.

Roc k d ikes are num erous. Th ere is a possib ility of sub m erg ed d ikes

th at create a h azard for b oaters. Th e location of th ese d ikes are

ind icated on th ese navig ation c h arts. Mile m arkers (wh ite with b lac k

num b ers) m ake it easy to trac k your location. Th ese are placed on

th e b ank you sh ould b e favoring . Navig ation Markers are provid ed

wh enever th e c h annel c rosses from one sid e to anoth er. A rule of

th um b is to stay toward th e outsid e of every b end and th e d ikes

sh ould g ive you no troub le.

Navig ation b uoys, looking d ownstream g reen "can" b uoys m ark th e

rig h t d esc end ing c h annel and red "nun" b uoys m ark th e left

d escend ing c h annel. Keep your b oat b etween th e g reen and red

b uoys and g ive th em wid e b erth . Buoys are not always present and

m ay b e c arried off position b y h ig h water, c ollisions, d rift in th e

riverb ed or oth er causes.

Beac ons are perm anently fixed to a post or oth er struc ture along th e

b ank. Lig h ted b eac ons are called lig h ts and unlig h ted b eac ons are

called d ay b eac ons or d ay b oard s. Because th e navig ab le c h annel

of th e river swing s b ac k and forth from b ank to b ank as th e river

b end s, th e b eac ons ind icate wh ere to c ross or wh ere to stay to th e

b ank. Beac ons are loc ated at th e b eg inning and end of eac h b end

and crossing .

Passing Beac on is found at th e start and finish of a

b end and ind icates th at you sh ould stay on th at sid e

of th e river until you reac h a c rossing b eac on.

Crossing Beac on is found at th e start and end of a

crossing and ind icates th at you sh ould cross th e river

and aim for th e c rossing b eac on on th e opposite

sh ore.

Buoys are floating aid s attac h ed to th e riverb ed b y

c oncrete sinkers with c h ain or rope. Buoys are

m aintained b y th e U .S . Coast Guard d uring th e

navig ation season, 1 April th roug h 10 Novem b er.

LEFT

BANK

RIGHT

BANK

PAS S ING

DAYBEACON

PAS S ING

DAYBEACON

CROS S ING

DAYBEACON

CROS S ING

DAYBEACON

NU N CAN

Mile Marker Board s are useful navig ation aid s th at h elp

you loc ate your position on th ese navig ation c h arts. Mile

m arkers ind icate th e d istance upstream from th e m outh

of th e river (river m ile 0), at th e c onfluenc e of th e Missouri and

Mississippi Rivers. Th e b oard s are attac h ed to b eac ons (see b elow)

on th e river b anks and ind icate d istances in m iles. Th e U .S . Arm y

Corps of Eng ineers places ad d itional b lac k and wh ite m ile b oard s on

trees or posts loc ated along th e b anks.
U.S. ARMY CORP S OF EN GIN EERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MISSOURI RIVER SAFETY TIPS SHEET J

Equipment

N e ve r se t a n a nchor in the fa st flowing rive r cha nne l. Curre nt ca n

pull you und e r a nd d e bris (e .g. logs) floa ting und e r the surfa ce ca n

hook your line a nd d ra w you und e r in a n insta nt. It ca n a lso be

d ifficult to unhook the a nchor from subm e rge d obsta cle s you ca n’t

se e . Be sure you ca n quickly cut or d e ta ch the a nchor line on your

boa t if you ne e d to.

If you d o a nchor in the rive r, pick your a nchora ge ca re fully out of the

cha nne l a nd curre nt. Re m e m be r to use a bowline a nd ke e p your

bow into the wind or curre nt. This will m inim ize the risk of be ing

swa m pe d by wa te r com ing ove r the tra nsom or ba ck of the boa t.

The a nchor line should be a t le a st se ve n tim e s a s long a s the d e pth

of the wa te r in which the boa t is m oore d .

N e ve r a tte m pt to m oor to sta tiona ry obje cts such a s d ike s a nd

m oore d ba rge s a nd ne ve r a pproa ch the se obje cts from upstre a m .

Swift wa te r flowing ove r, und e r, a nd a round the se obje cts cre a te s

ve ry strong turbule nce a nd und e rtow curre nts tha t m a y ove rturn

your boa t a nd pull you und e r.

W he n stopping, m a ke e ve ry a tte m pt to turn your boa t upstre a m into

the curre nt a nd cut the throttle to a n id le . The throttle se tting will

va ry with the spe e d of the curre nt.

Alwa ys la nd your boa t fa cing upstre a m a nd pull in pa ra lle l to the

rive rba nk. If you try la nd ing fa cing d ownstre a m or pe rpe nd icula r to

the ba nk, the curre nt will pivot the boa t to position the bow upstre a m

a nd pa ra lle l to the ba nk. A two-point tie off should be use d to ke e p

the prop out of the rock a nd pre ve nt its conta ct with the ba nk.

Boating & Barges

Mooring & Anchoring

It is not ne ce ssa ry to ge t off the rive r be ca use a ba rge is

a pproa ching. Y ou should m ove towa rd the off cha nne l shore (the

insid e of a be nd ) a nd be a le rt for rock d ike s which a re loca te d the re .

Move a s fa r a wa y from the ba rge a s possible a nd position the bow

of your boa t pe rpe nd icula r to the wa ke . N e ve r turn your boa t

broa d sid e to the wa ke cre a te d by ba rge s a nd tugs, the y ca n e a sily

swa m p a sm a ll boa t. Re m e m be r, ba rge s ha ve the right-of-wa y.

P ilots of towboa ts ha ve a blind spot in front of the ir ve sse ls a nd it

could ta ke a ba rge a nd tow up to 1 1⁄2 m ile s to stop. The se ba rge s

a lso cre a te e xtre m e turbule nce up to 1⁄2 m ile be hind the tow. The

strong wa ke m a y lift your boa t onto the rocks, d ike s or othe r

ha za rd s. Hyd ra ulics ge ne ra te d by ba rge s ca n suck und e r obje cts

includ ing sm a lle r cra ft so it's be st to give the m a wid e be rth. P la ying

ga m e s with this kind of ve sse l ca n re sult in se rious injury or e ve n

d e a th.

P e rm its a re re quire d for re ga tta s a nd spe cia l e ve nts on the rive r.

The U.S. Coa st Gua rd (314-269-2332) or Missouri W a te r P a trol

(573-751-3333) should be conta cte d to obta in the se pe rm its.

"Life ja cke ts floa t ... you d on't". Life ja cke ts (a lso re fe rre d to a s

P e rsona l Floa ta tion De vice s or P FDs) d o sa ve live s a nd a re the

m ost im porta nt pie ce of sa fe ty e quipm e nt in your boa t. Ma ke sure

you follow the boa ting rule s for your sta te re ga rd ing life ja cke ts. Be

sure the y fit snugly to a void the P FD com ing off if you should

a ccid e nta lly fa ll in the wa te r. Fra ye d or d a m a ge d P FD's should be

re pla ce d . Sm a lle r child re n should we a r P FD's m a d e for the m . The

U.S. Coa st Gua rd la be l a ffixe d to the P FD will a id in se le cting the

a ppropria te type a nd size .

Boa ts m ust be e quippe d with a ppropria te e m e rge ncy e quipm e nt

(i.e ., first a id kit, oa rs a nd pa d d le s, a nchor, sound d e vice , fire

e xtinguishe r, na viga tion lights, a nd 100 fe e t of line or rope ).

If your boa t ca psize s, d o not a tte m pt to swim to shore . Sta y with

the cra ft until the boa t ca n be sa fe ly be a che d . Re m e m be r,

hypothe rm ia is a possibility d uring m ost of the ye a r. Life ja cke ts

he lp to m inim ize loss of bod y he a t.

Avoid sunburn, we a r a wid e brim m e d ha t, long sle e ve d shirt, long

trouse rs a nd use sunscre e n. Sunscre e n a lone is not sufficie nt for

long e xposure to the sun.

Most la nd a long the lowe r Missouri is priva te ly owne d . Y ou’ll se e

by looking a t the gre e n sha d ing on the m a p tha t public la nd s a re

ve ry lim ite d . Ca m ping should be d one only if you know who’s la nd

you a re on a nd ha ve the la nd owne rs pe rm ission.

Be e spe cia lly ca re ful not to m oor to d ra ina ge structure s or to tre e s

tha t m ight d a m a ge or im pe ril priva te le ve e s.

Respect Private Property

Swimming

Stewardship & Endangered Species

Minim ize ca m pfire im pa cts a nd d ispose of a ll wa ste prope rly. P a ck

out a ll of your tra sh a nd pick up litte r le ft by othe rs.

If a rtifa cts or fossils a re found , le a ve the m in pla ce a nd und isturbe d .

P hotogra ph or ske tch rock a rt, but d o not touch.

Che ck your boa t a nd cle a n for ze bra m usse ls be fore ta king it from

the Missouri Rive r to a ny othe r bod y of wa te r. Signs a t la unch ra m ps

will provid e furthe r instruction.

Swim m ing a nd tubing on the Missouri is e xtre m e ly d a nge rous a nd is

strongly d iscoura ge d . A fa st rive r curre nt (norm a lly 4-7 m ph) ca n

quickly e xha ust e ve n the stronge st swim m e r. Inne r tube s should

ne ve r be use d on the rive r. The re 's no wa y to control the m in the

curre nt a nd the y pose proble m s with boa ts a nd tugs e spe cia lly on

holid a ys a nd we e ke nd s whe n re cre a tiona l tra ffic pe a ks.

N e ve r swim in flood wa te rs, the m a in rive r cha nne l, a round

structure s like wing d ike s or a round m oore d ba rge s. Strong hid d e n

curre nts, d rop-offs, a nd hid d e n obsta cle s m a ke the se a re a s

e xtre m e ly ha za rd ous to swim m e rs. Swim m e rs a nd wa d e rs should

a lwa ys we a r a life ja cke t.

Fue l is sca rce on the lowe r Missouri Rive r. Loca te fue l source s

be fore you be gin your trip a nd pla n a ccord ingly. Upstre a m boa te rs

should e xpe ct a 15-80 pe rce nt re d uction in spe e d a nd

corre spond ing incre a se in fue l consum ption d ue to the 4-7 m ph

curre nt of the rive r.

Planning Your Trip (cont'd) Alwa ys ca rry a cha nge of clothing in a wa te rproof conta ine r. Dry

clothe s could sa ve your life by pre ve nting hypothe rm ia if the

clothe s you a re we a ring be com e we t. It d oe s not ha ve to be "cold "

for hypothe rm ia to strike .

Hum a n d isturba nce ca n d isrupt bird ne sting, fish spa wning, a nd

othe r wild life a ctivitie s. Avoid d ra gging your boa t a cross gra ve l ba rs

or through spa wning a re a s. La unch a nd la nd only on d e signa te d

site s. Ke e p pe ts und e r control.
U.S. AR MY COR PS OF ENGINEER S MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MISSOURI RIVER SAFETY TIPS SHEET K

Weather

Emergencies

Emerg ency numb ers for ea c h c ounty a re listed on th e following

sh eet, SHEET L, a nd c ounty b ounda ries a re desig na ted on th e

c h a rts. Th e c ounty sh eriff’s office will c onta c t th e proper a uth orities

to dea l with th e emerg ency.

File a floa t pla n - let a relia b le person know wh ere you a re g oing ,

wh en a nd wh ere you pla n on depa rting a nd a rriving , your route a nd

oth er pertinent informa tion th a t will ena b le someone to find you. We

never pla n on a c c idents b ut th ey do h a ppen. Filing a nd a dh ering to

a floa t pla n will h elp if emerg ency personnel need to loc a te you.

Monitor th e loc a l wea th er forec a st b efore you b eg in your journey

a nd th roug h out your trip. In th e Midwest, storms ma y emerg e

a b ruptly. Th ese storms a re often a c compa nied b y strong winds

th a t c a n ea sily c a psize a sma ll c ra ft. Lig h tning , h ea vy ra in or h a il

c a n turn a plea sa nt trip into disa ster. Wa tc h th e sky a nd b e a wa re

of your surrounding s for sig ns of inc lement wea th er. Ca rry foul

wea th er g ea r for unexpec ted storms.

Hig h winds c rea te very h a za rdous c onditions a nd it is b est to exit

th e river a s soon a s possib le. Fa c ing downstrea m in a c rosswind

c a n b e da ng erous. Alwa ys keep your b oa t stra ig h t into or a wa y

from th e wind (pa ra llel with th e wind) a s you h ea d towa rd th e

sh ore.

Ca rry a porta b le ra dio or wea th er ra dio a nd tune it to th e Na tiona l

Wea th er Servic e for up-to-da te forec a sts.

Bewa re of tra vel on a rising river wh ic h often results in la rg e

qua ntities of floa ting deb ris th a t c a n c a use serious b oa t da ma g e.

Ca mping a t desig na ted c a mping sites only, is th e rule for most

pub lic la nds. Conta c t th e ma na g ing a g enc y for reg ula tions. If you

c h oose to c a mp elsewh ere a long th e river, you sh ould h a ve

permission of th e priva te la nd owner in a dva nce.

Wa tc h for b iting insec ts, poisonous pla nts a nd sna kes. Th ey c a n

ruin a trip. Ha ve a first-a id kit on b oa rd.

Camping Administer first a id to a c c ident vic tims immedia tely a nd th en c a ll or

send for h elp.

Boa ters a re a dvised to c a rry a ma rine ra dio a nd cell ph one or

sa tellite ph one for emerg enc y c ommunic a tion with th e loc a l Sh eriff's

offic e or oth er emerg ency response a g enc ies a nd b e fa milia r with

th ese ph one numb ers. Cell c overa g e ma y not b e 100% in rura l

a rea s.

Help Stop Zebra Mussels

Th e zeb ra mussel poses a multib illion-dolla r th rea t to North

Americ a ’s industria l, a g ric ultura l, a nd munic ipa l wa ter supplies. First

discovered in 1988 in th e Grea t La kes, th is inva der h a s sprea d

th roug h out th e Mississippi a nd Oh io R iver b a sins in just 10 yea rs.

Pub lic a ssista nc e in reporting zeb ra mussel sig h ting s a t new

loc a tions is essentia l in preventing its sprea d.

Zeb ra mussels look like sma ll c la ms with a yellowish or b rownish “D”

sh a ped sh ell. Th ey usua lly h a ve a lterna ting da rk a nd lig h t stripes.

Zeb ra mussels a re rela tively sma ll, with a dults ra ng ing from 1/4 to 1

1/2 inc h es long . Zeb ra mussels usua lly g row in c lusters. Th ey a re

th e only fresh wa ter mollusk th a t c a n firmly a tta c h to ob jec ts. Th ey

a re c ommonly found on roc ks, doc k piling s, b oa t h ulls, a nd wa ter

inta ke pipes.

Zeb ra mussel juveniles, c a lled velig ers, a re mic rosc opic a nd

invisib le to th e na ked eye. You c a n prevent th e sprea d of zeb ra

mussels b y routinely dec onta mina ting your b oa t a nd equipment b y

power wa sh ing with wa ter h ea ted to 140- deg rees Fa h renh eit or b y

a llowing everyth ing to completely dry b efore using in a noth er b ody

of wa ter. Dra in wa ter from your motor, live well, b ilg e a nd tra nsom

wells b efore lea ving th e rec rea tion a rea . Empty b a it b uc kets in la nd

b a sed recepta c les a nd do not ta ke b a it from one b ody of wa ter to

a noth er.

If you find a zeb ra mussel, note th e da te a nd prec ise loc a tion wh ere

th e mussel wa s found. Ta ke th e mussel with you a nd store in

rub b ing a lc oh ol. Immedia tely conta c t th e nea rest sta te wildlife

depa rtment.

For more informa tion plea se visit th ese web sites:

www.100th meridia n.org

www.protec tyourwa ters.net

www.a nsta skforce.g ov
U.S . ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MISSOURI RIVER SAFETY TIPS S HEET L

Addition al In formation Lin ks...

Emergen cy Numbers Nebraska Coun ty Sheriff’s Departmen t

Nem ah a Cou nty...402-274-3139

Otoe Cou nty...402-873-6691

Rich ardson Cou nty...402-245-2479

Illin ois Coun ty Sheriff’s Departmen t

Madison Cou nty...618-692-4433

S t. Clair Cou nty...618-277-3505

Iowa Coun ty Sheriff’s Departmen t

Frem ont Cou nty...712-374-2673

Kan sas Coun ty Sheriff’s Departmen t

Atch ison Cou nty...913-367-8202

Doniph an Cou nty...785-985-3711

Leavenworth Cou nty...913-682-5724

Wyandotte Cou nty...913-573-2861

Kansas Departm ent of Wildlife and Parks: www.kdwp.state.ks.u s

Missou ri Departm ent of Conservation: www.m dc.m o.gov

Missou ri Departm ent of Natu ral Resou rces: www.dnr.m o.gov

Missou ri River Com m u nities Network: www.m oriver.org

Missou ri S tate Parks: www.m ostateparks.com

Missou ri Water Patrol: www.m swp.dps.m o.gov

Nebraska Gam e and Parks Com m ission: www.ngpc.state.ne.u s

S tate of Illinois: www.enjoyillinois.com

S tate of Kansas: www.accesskansas.org or www.travelks.com

S tate of Missou ri: www.m issou ritou rism .com

S tate of Nebraska: www.visitnebraska.org or www.state.ne.u s

U.S . Coast Gu ard: www.u scg.m il

U.S . Geological S u rvey Missou ri River Inform ation: infolink.cr.u sgs.gov

Zebra Mu ssels and oth er Aqu atic Nu isance S pecies: www.anstaskforce.gov

Andrew Cou nty...816-324-4114

Atch ison Cou nty...660-744-6308

Boone Cou nty...573-875-1111

Bu ch anan Cou nty...816-271-5555

Callaway Cou nty...573-642-7291

Carroll Cou nty...660-542-2828

Ch ariton Cou nty...660-288-3277

Clay Cou nty...816-792-7614

Cole Cou nty...573-634-9160

Cooper Cou nty...660-882-2771

Franklin Cou nty...636-583-2560

Gasconade Cou nty...573-486-3880

Holt Cou nty...660-446-3305

Howard Cou nty...660-248-2477

Jackson Cou nty...816-524-4302

Lafayette Cou nty...660-259-3622

Moniteau Cou nty...573-796-2525

Montgom ery Cou nty...573-564-3378

Osage Cou nty...573-897-3107

Platte Cou nty...816-858-2424

Ray Cou nty...816-776-2000

S aline Cou nty...660-886-5511

S t. Ch arles Cou nty...636-949-0809

S t. Lou is Cou nty...314-615-4724

Warren Cou nty...636-456-4332

Missouri Coun ty Sheriff’s Departmen t
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER 

FEB 2014 USCG AIDS TO NAVIGATION 

U.S. AIDS TO NAVIGATION SYSTEM

AS SEEN ENTERING FROM SEAWAR

on the Western River System
U.S. ARMY CORPS OF ENGINEERS NORTHWESTERN DIVISION

FEB 2014 LEGEND SHEET N

Waverly

Gauge

Waverly Bend

Waverly

Lafayette

County

Waverly Access

24

65

293

294

Sugartree Bottom

Cl.: 100.1'

El.: 757.6'

MISSOURI RIVER

BRIDGES/OVERHEAD 

FEATURES

CULTURAL

NAVIGATIONAL

AIDS

OBSTRUCTIONS

SUBMERGED 

CROSSING

TRANSPORTATION

UTILITY

Bridge

Pier Support

PipelineOverhead

Marine

Obstruction

Water Intake

Water Outfall

USACE

Building

Casino

Boats

Daymark- NG

Nun Buoy

Green

Daymark- NR

Nun Buoy

Red

HYDROLOGY

TOPOGRAPHY

HYDRAULICS

Gauge - USGS

Land

Bedrock 

Outcrop

Airport

Sailing Line

Primary

Road

Railroad

Interstate 

Business Loop

U.S. Route

Highway

Interstate 

Highway

Highway

Marker Labels

HYDRAULIC 

STRUCTURES

Flow Control 

Structures

Levee/

Flood Wall

River Mile

Lakes

Rivers

Match Line

River/ Stream

Daymark- SG

Square Daymark

Junction Aid

CableSubmerged

CableOverhead

Coast Guard 

Station

Light- Green

Light- Red

Light- White

Light- Green, 

Private

Light- Red,

Private

Built Up

Areas

LandPublic Land

Grid Line

Daymark- TR

Triangle Daymark

Red

Tower

State 

Boundary

County

Boundary

COMMERCIAL

SMALL CRAFT

Conveyor

Dock/Pier

PipelineSubmerged

Authorized 

Channel Area

Pedestrian

Trails

Light- White, Flow Arrow

Private

Levee/

Levee Name

Overhead Cable

Clearance and 

Elevation*

Bridge Profile

Index Number

Bridge Span

Buried Pipeline

or Cable

Sailing Line/

Flow Line

* Clearance above 2010 CRP

 Elevation is NAVD88

Public Land

Land

Revetment/

Riprap

Urban Area

Project Depth Dike

Overhead 

Crossing Boat Ramp

Fuel Location

State Route

Highway

Mooring

Facility

Dolphin

Wreck

Hazard Area
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 TABULAR CHART INDEX SHEET O

CHART NO. RIVER MILE FEATURES / LOCALITY

1 497.5 - 502.6 Rulo NE

2 492.0 - 497.6 Big Nemaha River

3 486.8 - 492.0 White Cloud KS

4 481.5 - 486.8 Iowa Point Bend

5 474.5 - 481.5 Wolf Creek Bend

6 469.9 - 475.3 Wolf Creek Quarry Dock

7 465.2 - 471.1 Charleston Bend

8 459.8 - 465.5 Nodaway Island

9 453.6 - 460.1 Worthwine Island

10 448.7 - 453.7 St. Joseph MO

11 443.1 - 448.8 Elwood KS

12 437.7 - 443.9 Palermo Bend

13 432.2 - 437.8 Scholz Quarry Dock

14 427.0 - 432.3 Doniphan Bend

15 420.9 - 427.1 Atchison KS

16 416.1 - 421.0 Bean Lake Bend

17 410.9 - 416.0 Oak Mills Quarry Dock

18 405.6 - 410.9 Iatan Bend, Middle

19 399.7 - 407.0 Weston MO

20 395.2 - 400.6 Leavenworth KS

21 390.2 - 395.2 Lansing KS

22 383.9 - 390.3 Smoot Grain Co. Dock

23 379.3 - 384.7 Parkville MO

24 373.1 - 379.7 Kansas City KS

25 367.2 - 373.6 North Kansas City MO

26 362.4 - 369.9 Kansas City MO

27 357.5 - 363.6 River Front Park, Kansas City MO

28 353.0 - 359.2 Sugar Creek MO

29 348.4 - 353.4 River Bend MO

30 342.7 - 348.4 Missouri City MO

31 337.9 - 343.0 Little Blue River

32 332.5 - 337.8 Sibley MO

33 326.6 - 332.5 Napoleon MO

34 321.0 - 326.8 Wellington MO

35 315.6 - 321.0 Lexington MO

36 310.5 - 315.6 Crooked River

37 305.6 - 310.4 Tabo Bend

38 300.1 - 305.6 Baltimore Bend

39 294.4 - 300.2 Baltimore Island Chute

40 288.8 - 295.0 Waverly MO

41 283.6 - 289.7 Bowdry Drain

42 276.9 - 283.9 Cranberry Bend

43 270.8 - 277.0 Malta Bend

44 265.2 - 272.1 Grand Pass

45 260.1 - 265.2 Miami MO

46 253.2 - 260.1 Dewitt MO

47 248.4 - 253.9 Grand River

CHART NO. RIVER MILE FEATURES / LOCALITY

48 243.4 - 248.5 Franklin Woods Quarry and Dock

49 238.7 - 243.5 Chariton River

50 233.2 - 238.8 Gilliam Bend

51 224.7 - 233.5 Glasgow MO

52 220.1 - 225.1 Richland Creek

53 213.1 - 220.6 Lisbon Chute

54 207.4 - 213.3 Arrow Rock MO

55 202.5 - 207.6 Lamine River

56 197.8 - 202.5 Lamine River Bend

57 192.7 - 197.7 Boonville MO

58 188.0 - 192.7 Franklin Island Reach

59 182.6 - 188.0 Rocheport MO

60 177.5 - 182.8 Hunts Quarry and Dock

61 172.9 - 177.6 Lupus MO

62 166.0 - 173.3 Perche Creek

63 161.1 - 168.0 Sandy Hook Quarry Dock

64 154.8 - 161.7 Marion Quarry Dock

65 150.3 - 155.2 Busch Landing

66 144.4 - 150.3 Cedar Creek

67 139.7 - 144.4 Jefferson City MO

68 135.0 - 139.7 Moreau River

69 130.1 - 135.0 Osage River

70 125.0 - 130.1 Loose Creek

71 120.1 - 125.0 St. Auberts Island

72 114.9 - 120.1 Chamois MO

73 110.1 - 114.9 Tate Island

74 105.0 - 110.1 Boatright Chute

75 100.0 - 105.0 Gasconade River

76 95.3 - 100.0 Hermann MO

77 89.8 - 95.3 Little Berger Creek

78 85.1 - 89.8 Berheimer Bend

79 79.6 - 85.1 New Haven MO

80 74.3 - 79.6 Boeuf Creek

81 68.9 - 74.4 St. John's Creek

82 64.1 - 68.8 Washington MO

83 59.2 - 64.1 Boles Bend

84 54.4 - 59.2 Labadie Creek

85 48.9 - 54.3 Wildwood MO

86 43.7 - 49.2 Howell Island

87 38.3 - 43.7 Chesterfield MO

88 32.4 - 38.5 Maryland Heights MO

89 27.3 - 32.4 St. Charles MO

90 21.2 - 27.2 Bridgeton MO

91 16.2 - 21.8 Florissant MO

92 9.9 - 16.5 Pelican Island

93 5.1 - 9.9 Coldwater Creek

94 0.0 - 5.2 St. Louis MO
CHART NO. RIVER MILE FEA

2 497.8 Rulo Park3 488.1 White Cloud5 477.0 Payne Landing8 462.2 Nodaway Island

10 450.4 French Bottom11 447.8 Elwood Access13 437.2 Jentell Brees15 422.9 Independence Park20 397.5 Riverfront Park26 367.5 Kaw Point27 363.1 KC Riverfront Park29 352.6 La Benite31 341.2 Cooley Lake32 337.2 Fort Osage Park33 328.6 Corps of Engineers (Op35 316.4 Lexington Riverfront Par40 293.1 Waverly Access45 262.8 Miami49 239.1 Dalton Bottoms51 226.1 Stump Island57 195.2 Franklin Island60 179.6 Katfish Katy's62 170.5 Providence Access Ram62 170.2 Cooper's Landing (Fee)64 159.8 Hartsburg64 158.0 Marion67 144.0 Noren68 138.4 Moreau 5069 130.0 Bonnots Mill71 124.7 Mokane72 117.9 Chamois73 114.2 Portland Access75 104.3 Gasconade Park76 97.7 Hermann Riverfront Par79 81.4 New Haven82 68.3 Washington City84 56.3 Klondike Access86 48.6 Weldon Spring89 29.0 Frontier Park89 27.5 Blanchette Landing92 10.4 Souix Passage Park94 3.6 Columbia Bottom94 0.0 Lewis and Clark Park R

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER FEB 2014 BOAT RAMP INDEX 
INDEX CHART NO. 2

Levasy Sibley

Elwood

Missouri City

Weston Kansas City

Leavenworth

Lansing

Independence

Wathena

Atchison

St Joseph

Rulo White Cloud

Kansas City

Parkville

North Kansas City

Sugar Creek

River Bend

Randolph

Brown

Nemaha Leavenworth

Atchison

Wyandotte

Nodaway

Atchison

Platte

Ray

Johnson

Carroll

Cass

Clay

Clinton

DeKalb

Doniphan

Jackson Jefferson

Andrew

Buchanan

Caldwell

Holt

Jackson

Richardson

K a n s a s K a n s a s

M i s s o u r i M i s s o u r i

N e b r a s k a N e b r a s k a

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

370

330 340

350

360

380

390 400

410

420

430

440

450

460

470 480

490

520 530

510

500

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MAP of CHART INDEX

10 0 10 20 30 Miles

INDEX CHART NO. 1
INDEX CHART NO. 3

INDEX CHART NO. 1

Dewitt

Mcbaine

Glasgow

Lexington

Wellington

Waverly

Lupus

Miami

Arrow Rock

Rocheport

Wooldridge

Boonville

Independence

Sibley

Levasy

Jefferson City

Napoleon

Moniteau

Morgan

Pettis

Randolph

Ray

Carroll

Cass

Chariton

Cole

Cooper

Audrain

Boone

Caldwell

Livingston

Miller

Howard

Jackson

Johnson

Lafayette

Saline

M i s s o u r i M i s s o u r i

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

200

150

160

170

180

190 210

220

230

240

250

260

270

280

290

300

310

320

330

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MAP of CHART INDEX

10 0 10 20 30 Miles

INDEX CHART NO. 2
INDEX CHART NO. 2

Chesterfield

Florissant

Maryland Heights

Bridgeton

Mokane

Wildwood

Marthasville Hermann

Gasconade

Jefferson City

St Charles

Hartford

Morrison

Weldon Spring

Washington

New Haven

Chamois

Franklin

Gasconade

Jersey

Macoupin

Madison

Monroe

Montgomery

Osage

Maries

St. Clair

Pike

Callaway St. Charles

Cole

Audrain

Lincoln

Calhoun

Jefferson

St. Louis

Warren

Washington

St. Louis

I l l i n o i s I l l i n o i s

M i s s o u r i M i s s o u r i

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

100 110

90

120

130

20

140

0

10

30

60

80 70

40

50

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 MAP of CHART INDEX

10 0 10 20 30 Miles

INDEX CHART NO. 3
Rulo

Gauge

Rulo Bend

Rush Bottom Chute

Rush Bottom Bend Daybeacon

Winnebago Creek Daybeacon

Walston Daybeacon

Five Hundred Daybeacon Lower Rush Bottom 

Bend Daybeacon

Upper Rulo

Bend Daybeacon

Missouri

Nebraska

Rulo

Holt

County

Richardson

County

95° 26' 00''

40° 06' 00''40° 04' 00''

95° 24' 00''

40° 04' 00''

95° 24' 00''

40° 06' 00''

95° 26' 00''

Rush Bottoms

Missouri Department of Conservation

CHART NO. 2

Extent of Lower Missouri

Navigation Chart Coverage. 

See Upper Missouri River 

Navigation Charts for

Continuation.

Rulo Park

159

159

502

501

500

499

498

Holt County No. 10

Cl.: 103.6

El.: 950.7'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 1

River Mile 497.5 to 502.6
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 1A

Burlington Northern Railroad Bridge

River Mile: 498.1

CLEARANCES: Horizontal, channel spans, 365.0 feet;

vertical, 71.2 feet above zero on W.B. gage at this mile.

CRP Stage at Rulo, Ne: 9.2

CRP Elevation: 846.7

CRP Clearance: 62.7

New Rulo Highway Bridge

River Mile: 498

CLEARANCES: Horizontal 400 feet;

vertical 52.08 feet above 2% flowline elevation of 856.3 feet.

CRP Stage at Rulo, Ne: 9.2

CRP Elevation: 846.7

CRP Clearance: 62.7

1

2
Rulo Bend

Nemaha Bend

Big Nemaha River

Browning Daybeacon

Nemaha Daybeacon

Nemaha River Daybeacon

Kansas

Missouri

Nebraska

Brown

County

Holt

County

Richardson

County

95° 20' 00''

40° 00' 00''

95° 24' 00''

95° 22' 00''

40° 02' 00''

95° 24' 00''

40° 02' 00''

95° 22' 00''

40° 04' 00''

CHART NO. 1

CHART NO. 3

493

494

495

496

497

Holt County No. 10

MRLS 512-513-R N

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 2

River Mile 492 to 497.6
Squaw Bend

White Cloud Bend

Nemaha Bend

Fairview Mills

White Cloud Lower Daybeacon

White Cloud Daybeacon

Holt Daybeacon

Squaw Bend Daybeacon

Nemaha Lower Daybeacon

Gaither Daybeacon

Kansas

Missouri

Nebraska

White Cloud

Doniphan

County

Brown

County

Holt

County

Richardson

County

39° 58' 00''

95° 18' 00''

95° 16' 00''

40° 00' 00''

95° 20' 00''

40° 00' 00''

95° 18' 00''

Bob Brown

CHART NO. 2

CHART NO. 4

White Cloud

7

487

488

489

490

491

492

Holt County No. 9

Holt County No. 9

Canon

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 3

River Mile 486.8 to 492 1,000 0 1,000 2,000 3,000 Feet
White Cloud Bend

Tarkio Bend

Iowa Point Bend

Little Tarkio River

Tarkio Daybeacon

Mill Creek Daybeacon

Iowa Point Daybeacon

Lorretta Daybeacon

Kansas

Missouri

Doniphan

County

Holt

County

95° 12' 00''

95° 16' 00''

39° 56' 00''

39° 58' 00''

95° 14' 00''

95° 14' 00''

95° 16' 00''

39° 58' 00''

Bob Brown

Missouri Department of Conservation

CHART NO. 3

CHART NO. 5

7

482

483

484

485

486

Kimsey Holly

No. 9

Canon

Canon

MRLS 500-R

MRL

MRLS 497-L(2)

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 4

River Mile 481.5 to 486.8
Forbes Bend

Wolf Creek Bend

Mill Creek

Indian Creek

Wolf Creek

Forbes Lower Daybeacon

Myers Daybeacon

Forbes Daybeacon

Wolf Creek Daybeacon

Indian Creek Daybeacon

Tarkio Lower Daybeacon

Kansas

Missouri

Doniphan

County

Holt

County

39° 52' 00''

95° 12' 00''

95° 10' 00''

39° 56' 00''

95° 10' 00''

39° 54' 00''

Wolf Creek

Missouri Department of Conservation

CHART NO. 4

CHART NO. 6

Payne Landing

7

476

477

478

479 480

481

475

MRLS 488-L

MRLS 500-R

MRLS 497-L(2)

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 5

River Mile 474.5 to 481.5 1,000 0 1,000 2,000 3,000 Feet
Forbes Bend

Mt. Vernon Bend

Mosquito Creek

Bluff Daybeacon

Mt. Vernon Daybeacon

Forbes City Lower Daybeacon

Forbes City Daybeacon

Horton Daybeacon

Forbes Lower Daybeacon

Kansas

Missouri

Doniphan

County

Holt

County

39° 52' 00''

95° 08' 00''

95° 08' 00''

95° 06' 00''

39° 52' 00''

39° 54' 00''

95° 06' 00''

CHART NO. 5

CHART NO. 7

470

471

472

473

474

475

MRLS 488-L

MRLS 48 8-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 6

River Mile 469.9 to 475.3
Charleston Bend

Mt. Vernon Bend

Dallas Bend

Holt County Daybeacon

Charleston Lower

Daybeacon

Charleston Daybeacon

Woods Daybeacon

Bluff Daybeacon

Kansas

Missouri

Doniphan

County

Holt

County

95° 04' 00''

95° 00' 00''

39° 54' 00''

95° 04' 00''

95° 02' 00''

39° 52' 00''

39° 52' 00''

95° 02' 00''

J. & O. Hare

Burr Oak

Kansas Department of

 Wildlife and Parks

CHART NO. 6

CHART NO. 8

466

467

468

469

470

471

MRLS 488-L

MRLS 482-R

MRLS 48 8-L

MRLS 488-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 7

River Mile 465.2 to 471.1 1,000 0 1,000 2,000 3,000 Feet
Mill Creek Bend

Dallas Bend

Nodaway River

Nodaway Daybeacon

Dallas Lower Daybeacon

Dallas Daybeacon

Crawford Daybeacon

Kansas

Missouri

Doniphan

County

Andrew

County

Holt

County

95° 00' 00''

94° 58' 00''

94° 56' 00''

39° 54' 00''

95° 00' 00''

94° 58' 00''

94° 56' 00''

J. & O. Hare

Missouri Department of Conservation

Tom Brown

Access

CHART NO. 7

CHART NO. 9

Nodaway Island

400

464

465

460

461

462

463

MRLS 488-L

MRLS 482-R

MRLS 482-R

MRLS 482-R

MRLS 476-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 8

River Mile 459.8 to 465.5
Mill Creek Bend

Burr Oak Bend

Amazonia Bend

Worthwine Chute

Dillon Creek Daybeacon

Burr Oak Daybeacon

Levee Daybeacon

Ringot Daybeacon

Kansas

Missouri

Doniphan

County

Andrew

County

39° 50' 00''

39° 52' 00''

94° 56' 00''

94° 54' 00''

39° 50' 00''

94° 56' 00''

94° 54' 00''

39° 52' 00''

Worthwine Island

Missouri Department of Conservation

CHART NO. 8

CHART NO. 10

454

455

456

457

458

459

460

MRLS 476-L

MRLS 476-L

MRLS 471-460-R

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 9

River Mile 453.6 to 460.1 1,000 0 1,000 2,000 3,000 Feet
St. Joseph Bend

Bon Ton Bend

Amazonia Bend

St. Joseph Daybeacon

Cut-off 52 Daybeacon Perry Daybeacon

Bon Ton Daybeacon

Kansas

Missouri

Missouri

Elwood

St Joseph

Doniphan

County

Andrew

County

Buchanan

County

Doniphan

County

Buchanan

County

94° 54' 00''

39° 46' 00''

39° 48' 00''

94° 52' 00''

94° 52' 00''

39° 48' 00''

39° 46' 00''

Arthur Dupree

Memorial Censervation Area

Sunbridge Hills

Missouri Department of Conservation

Logan Memorial

Wildlife Area

CHART NO. 9

CHART NO. 11

French Bottom

229

59

449

450

451

452

453

MRLS 471-460-R

MRLS 471-460-R

Cl.: 90.8'

El.: 890'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 10

River Mile 448.7 to 453.7
St. Joseph

Gauge

St. Joseph Bend

St.Joseph

Regional Port Authority

Holiday Sand and Gravel Co.

Contrary Daybeacon

Kansas

Missouri

Elwood

St Joseph

Doniphan

County

Buchanan

County

94° 56' 00''

94° 52' 00''

94° 52' 00''

94° 54' 00''

39° 46' 00''

94° 54' 00''

39° 44' 00''

Elwood Bottoms

US Army Corps of Engineers

Arthur

Dupree

Elwood Bottoms

US Army Corps of Engineers

Elwood Bottoms

U.S. Army Corps of Engineers

CHART NO. 10

CHART NO. 12

Elwood Access

36

36

229

443

444

445

446

447

448

MRLS 455-L

MRLS 455-L

MRLS 471-460-R

MRLS 471-460-R

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 11

River Mile 443.1 to 448.8 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Union Pacific Railroad Drawbridge

River Mile: 448.2

CLEARANCES: Horizontal, two draw openings,

each 200.0 feet; vertical, closed, 31.5 feet

above zero on gage at this bridge. CALL SIGN:

KTD 403, channels 14 and 16.

CRP Stage at St. Joseph, Mo: 8.5

CRP Elevation: 796.985

CRP Clearance: 23.915

Missouri Route 36 Bridge

River Mile: 447.9

CLEARANCES: Horizontal, 415.5 feet; vertical,

69.7 feet above gage at St. Joseph.

CRP Stage at St. Joseph, Mo: 8.5

CRP Elevation: 796.971

CRP Clearance: 64.629

1

2

CHART NO. 11A
Kenmoor Bend

St. Joseph Bend

Palermo Bend

Kenmore Daybeacon

Palermo Daybeacon

Peter's Creek Daybeacon

Contrary Daybeacon

Kansas

Missouri

Wathena

Doniphan

County

Buchanan

County

39° 44' 00''

95° 00' 00''

39° 42' 00''

94° 56' 00''

94° 58' 00''

39° 44' 00''

94° 58' 00''

95° 00' 00''

Kneib Memorial Conservation Area

Elwood Bottoms 

US Army Corps 

of Engineers 

Elwood Bottoms 

US Army Corps 

of Engineers 

Elwood Bottoms 

US Army Corps 

of Engineers 

CHART NO. 11

CHART NO. 13

36

438

439

440

441

442

443

444

MRLS 455-L

MRLS 471-460-R

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 12

River Mile 437.7 to 443.9 1,000 0 1,000 2,000 3,000 Feet
Kenmoor Bend

Geary Bend

Brush Creek

Cloverdale Drain

Contrary Creek

Geary Daybeacon

Stoney Daybeacon

Geary Bend Daybeacon

Buchanan Daybeacon

Kansas

Missouri Buchanan

County

Doniphan

County

94° 58' 00''

39° 42' 00''

39° 40' 00''

95° 00' 00''

94° 58' 00''

39° 40' 00''

95° 02' 00''

95° 00' 00''

CHART NO. 12

CHART NO. 14

Jentell Brees

433

434

435

436

437

MRLS 448-443-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 13

River Mile 432.2 to 437.8
Rushville Bend

Geary Bend

Doniphan Bend

Rushville Drain

Rushville Daybeacon

Doniphan Daybeacon

Doniphan Upper Daybeacon

Geary Lower Daybeacon

Geary Daybeacon

Kansas

Missouri

Doniphan

County

Buchanan

County

Atchison

County

95° 02' 00''

95° 04' 00''

39° 36' 00''

39° 38' 00''

95° 02' 00''

39° 36' 00''

95° 04' 00''

39° 38' 00''

Benedictine Bottoms

US Army Corps of Engineers

CHART NO. 13

CHART NO. 15

428

429

430

431

432

427

Rushville-Sugar Lake

MRLS 440-R

MRLS 448-443-L

MRLS 440-R

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 14

River Mile 427 to 432.3 1,000 0 1,000 2,000 3,000 Feet
Atchison

Gauge

Rushville Bend

Atchison Bend

Independence Creek

Atchison Bend Daybeacon

Independence Creek Daybeacon

Atchison Daybeacon

Mud Lake Daybeacon

Kansas

Missouri

Atchison

Buchanan

County

Atchison

County

95° 04' 00''

95° 08' 00''

95° 04' 00''

95° 06' 00''

39° 34' 00''

39° 34' 00''

95° 08' 00''

39° 36' 00''

Benedictine Bottoms

US Army Corps of Engineers

Jackson Park

CHART NO. 14

CHART NO. 16

Independence Park

59

59

4

273

45

423

424

425

426

427

421

422

Rushville-Sugar Lake

Rushville-Sugar Lake

Rushville-Sugar Lake

MRLS 440-R

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 15

River Mile 420.9 to 427.1
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 15A

Atchison Railroad Drawbridge

River Mile: 422.6

CLEARANCES: Horizontal,

left descending drawspan, 155.0

feet, right descending

drawspan, 156.5 feet;

vertical, closed, 37.5 feet above

zero on this gage. CALL SIGN:

KTD 426, channels 14 and 16.

CRP Elevation: 774.108

CRP Clearance: 22.092

Amelia Earhart Memorial Bridge

River Mile: 422.45

CLEARANCES: Horizontal 410.0 feet;

vertical, 52 feet above

2% flowline elevation of 784 feet.

CRP Elevation: 773.92

CRP Clearance: 67.38

1

2
Bean Lake Bend

Atchison Bend

Dalbey Bottoms Chute

Sugar Creek

Walnut Creek

Bean Lake Lower Daybeacon

Bean Lake Daybeacon

Atchison Lower Daybeacon

Kansas

Missouri

Atchison

Buchanan

County

Atchison

County

Platte

County 95° 06' 00''

95° 02' 00''

39° 32' 00''

95° 06' 00''

39° 30' 00''

95° 04' 00''

39° 32' 00''

95° 04' 00''

39° 30' 00''

Little Bean Marsh

Dalbey Bottoms

US Army Corps of Engineers

CHART NO. 15

CHART NO. 17

417

418

419

420

421

Bean Lake

Rushville-Sugar Lake

Rushville-Sugar Lake

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 16

River Mile 416.1 to 421
Oak Mills Bend

Iatan Bend, Upper

Platte County Daybeacon

King Daybeacon Oak Mills Daybeacon

Kansas

Missouri

Atchison

County

Platte

County

39° 26' 00''

95° 02' 00''

95° 00' 00''

39° 28' 00''

39° 30' 00''

95° 00' 00''

39° 28' 00''

95° 02' 00''

Little Bean Marsh

Missouri Department of Conservation

Dalbey Bottoms

CHART NO.16

CHART NO. 18

411

412

413

414

415

416

Bean Lake

Henry Pohl Levee

Henry 

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 17

River Mile 410.9 to 416 1,000 0 1,000 2,000 3,000 Feet
Iatan Bend, Lower

Kickapoo Bend

Iatan Bend, Upper

Iatan Bend, Middle

Harpst Chute

Salt Creek

Kickapoo Daybeacon

Kickapoo Upper Daybeacon

Green Bottom Lower Daybeacon

Green Bottom Daybeacon

Iatan Bend Daybeacon

Jackson Daybeacon

Kansas

Missouri

Leavenworth

County

Atchison

County

Platte

County

95° 00' 00''

39° 26' 00''

94° 56' 00''

39° 24' 00''

94° 58' 00''

39° 24' 00''

94° 58' 00''

39° 26' 00''

Oak Mills Bend

US Army Corps of Engineers

CHART NO. 17

CHART NO. 19

406

409

410

407

408

Grape-Bollin-Schwartz

Henry Pohl Levee

Cl.: 94.2'

El.: 853.7'

Cl.: 114.5'

El.: 877.3'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 18

River Mile 405.6 to 410.9
Weston Bend

Kickapoo Bend

Salt Creek

Fort Leavenworth Daybeacon Bee Creek Daybeacon

Weston Daybeacon

Kickapoo

Daybeacon

Weston Dike Daybeacon

Kansas

Missouri

Weston

Leavenworth

County

Platte

County

94° 52' 00''

94° 56' 00''

39° 22' 00''

39° 24' 00''

94° 54' 00''

39° 24' 00''

94° 54' 00''

39° 22' 00''

94° 52' 00'

94° 56' 00''

Weston Bend State Park

Missouri Department of Natural Resources

Kickapoo

US Army Corps of Engineers

Fort Bend

US Army Corps of Engineers

CHART NO. 18

CHART NO. 20

92

45

404

405

400

401

402

403

407

406

MRLS 408-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 19

River Mile 399.7 to 407 1,000 0 1,000 2,000 3,000 Feet
Leavenworth

Gauge

Fort Bend

Leavenworth Bend

Leavenworth Reach

Leavenworth Daybeacon

Duck Lake Daybeacon

Water Works Daybeacon

Fort Leavenworth

Daybeacon

Bee Creek Daybeacon

Missouri

Kansas

Leavenworth

Leavenworth

County

Platte

County

94° 52' 00''

39° 18' 00''

39° 20' 00''

94° 54' 00''

39° 20' 00''

39° 18' 00''

Riverfront Park

Leavenworth Landing Park

Fort Bend CHART NO. 19

US Army Corps of Engineers

CHART NO. 21

Riverfront Park

92

92

92

SPUR

45

396

397

398

399

400

MRLS 408-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 20

River Mile 395.2 to 400.6
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 20A

Leavenworth Highway Bridge

River Mile: 397.6

CLEARANCES: Horizontal, both channel span, 400.0 feet;

vertical, 71.2 feet above zero on gage at Railway Bridge.

CRP Elevation: 748.578

CRP Clearance: 68.122

1

Caution: Dike just 

downstream of bridge
Leavenworth Bend

Delaware Bend

Platte River

Nina F. Daybeacon

Leavenworth Bend Daybeacon Kansas

Missouri

Leavenworth

Lansing

Leavenworth

County

Platte

County

94° 50' 00''

39° 18' 00''

39° 16' 00''

94° 52' 00''

94° 54' 00''

39° 18' 00''

94° 50' 00''

94° 52' 00''

39° 16' 00''

Veterans

Administration

Park

CHART NO. 20

CHART NO. 22

393

395

391

392

394

MRLS 408-L

Kansas Department of Corrections

MRLS 400-L

Kansas Department of Corrections

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 21

River Mile 390.2 to 395.2
Delaware Bend

Weavers Bend

Pope Bend

Massman 

Construction Company

Ergon Wolcott

Weavers Daybeacon

Pope Daybeacon

Pope Upper Daybeacon

Delaware Daybeacon

Kansas

Missouri

Kansas City

Lansing

Wyandotte

County

Leavenworth

County

Platte

County

39° 12' 00''

94° 50' 00''

39° 14' 00''

94° 48' 00''

94° 50' 00''

39° 14' 00''

94° 48' 00''

CHART NO. 21

CHART NO. 23

45

5

388

389

390

386

387

384

385

MRLS 400-L

MRLS 400-L

Wolcott Section 

Kansas Department of Corrections

Wolcott Section 1

Cl.: 103.4'

El.: 836.7'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 22

River Mile 383.9 to 390.3 1,000 0 1,000 2,000 3,000 Feet
Weavers Bend

Pomeroy Bend

Pomeroy Upper Daybeacon

Waldrons Quarry Daybeacon

Kansas

Missouri

Kansas City

Parkville

Wyandotte

County

Leavenworth

County

Platte

County

39° 10' 00''

94° 46' 00''

94° 44' 00''

39° 12' 00''

39° 12' 00''

39° 10' 00''

94° 44' 00''

94° 46' 00''

Parma Woods

 Range & Training Center

Missouri Department

 of Conservation

Wyandotte Co Lake

CHART NO. 22

CHART NO. 24

435

435

380

381 382

383

384

Wolcott Section 2

Wolcott Section 1

Wolcott Section 3

Cl.: 103.4'

El.: 836.7'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 23

River Mile 379.3 to 384.7
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 23A

I-435 Highway Bridge

River Mile: 383.3

CLEARANCES: Horizontal, 415.0 feet;

vertical, 84.39 feet for mid-365 feet of channel span, above zero on Kansas City W.B. gage at mile 366.1.

CRP Elevation: 732.538

CRP Clearance: 73.262

1
Parkville Bend

Pomeroy Bend

Quindaro Bend

Intercontinental

Engineering and

Manufacturing Corp. Dock

Big Eddy Creek Daybeacon

Burlington Daybeacon

Parkville Daybeacon

Pomeroy Lower Daybeacon

Kansas

Missouri

Kansas City

Parkville

Riverside

Wyandotte

County

Platte

County

39° 10' 00''

94° 38' 00''

94° 42' 00''

94° 40' 00''

39° 10' 00''

94° 42' 00''

94° 40' 00''

English Landing Park

CHART NO. 23

CHART NO. 25

635

635

9

376

377

374

375

378

379

MRLS 385-L Quindaro Bend

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 24

River Mile 373.1 to 379.7
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 24A

I-635 Highway Bridge

River Mile: 374.1

CLEARANCES: Horizontal, 412.0 feet;

vertical, 73.9 feet above zero on Kansas City W.B. gage at mile 366.1.

CRP Elevation: 722.872

CRP Clearance: 80.328

1
Kaw Bend

Kansas River Bend

Quindaro Bend

Bartlett Grain Company

Holiday Sand and Gravel Co.

Kansas River Daybeacon

Jersey Creek Daybeacon

Airport Daybeacon

Fairfax Lower Daybeacon

Fairfax Daybeacon

Kansas

Missouri

Kansas City

Riverside

Northmoor

North Kansas City

Kansas City

Clay

County

Platte

County

Wyandotte

County

39° 10' 00''

94° 38' 00''

39° 08' 00''

39° 10' 00''

94° 36' 00''

94° 38' 00''

Garland

Roswell

Lewis 

& Clark

Edgerton

CHART NO. 24

CHART NO. 26

Kaw Point

69

69

635

9

9

169

368

369

370

371

372

373

Lower Fairfax

MRLS

385-L Riverside

Kansas

MRLS 385-L Quindaro Bend

Fairfax-Jersey Creek

Fairfax-Jersey Creek

North Kansas City Lower

North Kansas City Airport

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 25

River Mile 367.2 to 373.6
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 25A

Fairfax Dual Bridge

River Mile: 372.6

CLEARANCES: Horizontal, channel spans, left, 463.0 feet, right,

406.0 feet; vertical, 73.0 feet above zero on W.B. Gage at Kansas City.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 721.703

CRP Clearance: 74.597

1
Kansas City

Gauge

Kaw Bend

Kansas River Bend

Randolph Bend

Kansas City Reach

Kansas River

Bartlett RiverRail

City Dump Daybeacon

East Bottom Daybeacon

Griffith Light

Kansas River

Daybeacon

Jersey Creek Daybeacon

Airport Daybeacon Kansas

Missouri

Kansas City

Kansas City

North Kansas City

Jackson

County

Wyandotte

County

Jackson

County

Clay

County

94° 34' 00''

94° 36' 00''

39° 08' 00''

94° 36' 00''

94° 34' 00''

39° 08' 00''

Kessler Park

Garland

Stowe Jersey Creek

Roswell

Lewis

& Clark

Maple

Park

Edgerton

St Johns

Riverfront Park

George E. Kessler

Riverfront Park

CHART NO. 25

CHART NO. 27

Kaw Point

KC

Riverfront

29

35

70

29

35

169

169

9

9

71

71

367

363

364

365

366

368

369

East Bottoms

Lower Fairfax

CID, Missouri

North Kansas City Lower

CID, Kansas

Fairfax-Jersey Creek

North Kansas City Airport

Cl.: 94.1'

El.: 809.7'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 26

River Mile 362.4 to 369.9
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 26A

Broadway Avenue Highway Bridge

River Mile: 366.2

CLEARANCES: Horizontal, channel span, 500.0 feet;

vertical, 86.2 feet above zero on W.B. gage at Kansas City.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 716.7

CRP Clearance: 88.7

Hannibal Railroad Drawbridge (swing)

River Mile: 366.1

CLEARANCES: Horizontal, two draw openings, each 200.0 feet;

vertical, closed, 56.0 feet above zero on W.B. gage at this bridge (Kansas City Gage).

CALL SIGN: KQU 500, channels 14 and 16.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 716.622

CRP Clearance: 48.078

A.S.B. Highway and Railroad Drawbridge

River Mile: 365.6

CLEARANCES: Horizontal, channel span, 395.0 feet; vertical, lift up, 98.8 feet,

lift down, 49.7 feet above zero on Kansas City gage.

Contact Hannibal Railroad Bridge on channels 14 or 16 to open A.S.B. Bridge.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 716.29

CRP Clearance: 39.81

Heart of America Bridge

River Mile: 365.5

CLEARANCES: Horizontal, 350.0 feet;

vertical, 52.0 feet above 2% flowline elevation 733.1 feet MSL.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 716.224

CRP Clearance: 76.176

1 2

3 4
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Christopher S. Bond Bridge

River Mile: 364.8

CLEARANCES; Horizontal, channel span, 454.0 feet, vertical,

79.5 feet, above zero on W.B. gauge at Kansas City.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 715.76

CRP Clearance: 72.74

5

CHART NO. 26B
Randolph Bend

Big Blue River

Big Blue River

Brenntag 

Mid-South Bartlett Grain Company

Hawthorn Daybeacon

Randolph Bend Daybeacon

City Dump Daybeacon

East Bottom Daybeacon

Missouri

Kansas City

Independence

North Kansas City

Randolph

Avondale

Clay

County

Jackson

County

39° 08' 00''

94° 32' 00''94° 30' 00''94° 28' 00''

94° 32' 00''

94° 30' 00''

Kessler Park

Riverfront Park

CHART NO. 26

CHART NO. 28

KC Riverfront

269

269

435

435

210

358

359

360

361

362

363

East Bottoms

East Bottoms

wer

Birmingham

Cl.: 93.8'

El.: 805.8'

Cl.: 105.3'

El.: 816.9'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 27

River Mile 357.5 to 363.6 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Chouteau Bridge

River Mile: 362.3

CLEARANCES: Horizontal, 423.8 feet;

vertical, 52.9 feet at 2 percent flowline, 76.7 feet at zero on the Kansas City Gauge.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 714.1

CRP Clearance: 70.3

I-435 Bridge

River Mile: 360.3

CLEARANCES (Main span): Horizontal, 400.0 feet; vertical, 74.8 feet for mid-300.0 feet of span.

CLEARANCES (Auxiliary span): Horizontal, 300.0 feet; vertical, 73.6 feet for mid-200.0 feet of span.

Clearances all above zero on Kansas City W.B. gage.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 712.77

CRP Clearance: 70.43

Harry S Truman Railroad Drawbridge

River Mile: 359.3

CLEARANCES: Horizontal, 403.0 feet; vertical, open, 84.7 feet, closed, 51.3 feet,

above zero on W.B. gage at Kansas City.

CALL SIGN: KVY 575, channels 13 and 16.

CRP Stage at Kansas City, Mo: 10

CRP Elevation: 712.107

CRP Clearance: 41.293

1 2

3

CHART NO. 27A
Liberty Bend

Randolph Bend

Big Blue River

Big Blue River

LaFarge North America

Courtney Daybeacon

Smoke Stack Daybeacon

Hawthorn

Daybeacon

Randolph Bend Daybeacon

Missouri

Independence

Kansas City

Sugar Creek

Independence

Clay

County

Clay

County

Jackson

County

39° 10' 00''

94° 24' 00''

94° 26' 00''

94° 28' 00''

39° 08' 00''

94° 26' 00''

94° 28' 00''

CHART NO. 27

CHART NO. 29

210 353

354

355

356

357

358

359

East Bottoms

Birmingham

Birmingham

Birming

Cl.: 104.9'

El.: 812.8'

Cl.: 105.3'

El.: 816.9'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 28

River Mile 353 to 359.2 1,000 0 1,000 2,000 3,000 Feet

(

(

(

(

(

(
Jacksons Bend

Liberty Bend

Eton Daybeacon

Liberty Daybeacon

Missouri

River Bend

Sugar Creek

Kansas City

Clay

County

Jackson

County

Clay

County

Jackson

County

39° 12' 00''

39° 12' 00''

94° 24' 00''

94° 20' 00''

94° 22' 00''

39° 10' 00''

94° 24' 00''

94° 22' 00''

39° 10' 00''

94° 20' 00''

River Bluff Reserve

La Benite Park

Liberty Bend CHART NO. 28

CHART NO. 30

La Benite

291

291

210

349

350

351

352

353

MRLS 351-R, Section 1

Birmingham

Cl.: 107.8'

El.: 812.8'

Cl.: 104.9'

El.: 812.8'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 29

River Mile 348.4 to 353.4
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 29A

Liberty Bend Bridge

River Mile: 352.7

CLEARANCES: Horizontal, 407.0 feet;

vertical, 70.6 feet above zero on gage at this bridge.

CRP Elevation: 707.742

CRP Clearance: 70.558

1
Missouri City Bend

Jacksons Bend

Jackson County Daybeacon

Missouri City Daybeacon

Rush Creek Daybeacon

Jackson Bend Dike Daybeacon

Missouri

Missouri City

Clay

County

Jackson

County

39° 12' 00''

94° 20' 00''

94° 16' 00''

94° 18' 00''

39° 14' 00''

94° 16' 00''

94° 20' 00''

94° 18' 00''

39° 14' 00''

39° 12' 00''

CHART NO. 29

CHART NO. 31

210

343

344

345

346

347

348

Section 1

MRLS 351-R, Section 1

Cl.: 122'

El.: 823.9'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 30

River Mile 342.7 to 348.4
Cooley Lake Bend

Little Blue Bend

Jackass Bend

Little Blue River

Jackass Daybeacon

Little Blue Daybeacon

Little Blue Upper Daybeacon

Clay County Daybeacon

Excelsior Daybeacon

Jackson County Daybeacon

Missouri

Sibley

Jackson

County

Clay

County

Ray

County

94° 14' 00''

94° 12' 00''

39° 12' 00''

94° 16' 00''

94° 12' 00''

39° 14' 00''

94° 14' 00''

Big Muddy

National Fish

and

Wildlife Refuge

Jackass Bend

Mouth of

Little Blue Park

Cooley Lake

Cooley Lake

Missouri Department

of Conservation

Cooley Lake

Missouri Department

of Conservation

CHART NO. 30

CHART NO. 32

Cooley Lake

210

338

339

340

341

342

343

MRLS 351-R, Section 1

Tri-County of Ray, Clay, Jackson, MO

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 31

River Mile 337.9 to 343 1,000 0 1,000 2,000 3,000 Feet
Sibley

Gauge

Sibley Road

Jackass Bend

Fishing River Bend

Fishing River

Fishing River Bend Daybeacon

Fishing River Daybeacon

Sibley Bend Daybeacon

Sibley Light

Jackass Lower

Daybeacon

Missouri

Levasy

Sibley

Jackson

County

Ray

County Jackson

County

94° 12' 00''

39° 12' 00''

94° 08' 00''

94° 10' 00''

39° 10' 00''

94° 10' 00''

39° 12' 00''

94° 08' 00''

39° 10' 00''

94° 12' 00''

Jackass Bend

Hayes Park

Big Muddy National Fish

and Wildlife Refuge

Jackass Bend

CHART NO. 31

CHART NO. 33

Fort Osage Park

333 334

335

336 337

Egypt

MO Valley D&L Dist of Ray Co. MO, Section 1

Cl.: 96.9'

El.: 791.6'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 32

River Mile 332.5 to 337.8
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 32A

Atchison Topeka and Santa Fe Railroad Bridge

River Mile: 336.2

CLEARANCES: Horizontal, channel spans, 383.0 feet;

vertical, 88.5 feet above zero on W.B. gage at this mile.

CRP Elevation: 694.702

CRP Clearance: 78.998

1
Napoleon

Gauge

Napoleon Bend

Fire Prairie Creek

US Army Corps 

of Engineers

Fire Creek Daybeacon

Missouri

Levasy

Napoleon

Jackson

County

Lafayette

County

Ray

County

94° 06' 00''

94° 04' 00''

39° 08' 00''

39° 10' 00''

39° 10' 00''

94° 06' 00''

94° 04' 00''

39° 08' 00''

CHART NO. 32

CHART NO. 34

(Open 7:30 to 4:00 weekdays)

Corps of Engineers Ramp

224

329

330

331

332

327

328

Ray Co. MO, Section 1

MO Valley D&L Dist of Ray Co. MO, Section 1

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 33

River Mile 326.6 to 332.5
Camden Bend

Sni Bend

Sni-A-Bar Creek

Sni-A-Bar River

Sni Bend Lower Daybeacon

Camden Bend Dike Daybeacon Camden Bend Daybeacon

Sni Bend Daybeacon

Missouri

Wellington

Lafayette

County

Ray

County

Ray

County

Lafayette

County

94° 02' 00''

39° 08' 00''

94° 00' 00''93° 58' 00''

39° 10' 00''

94° 00' 00''

93° 58' 00''

39° 10' 00''

39° 08' 00''

94° 02' 00''

Camden Bend

US Army Corps of Engineers

CHART NO. 33

CHART NO. 35

Sni-A-Bar Ramp

224

321

322

323

324

325

326

Ray-Lafayette

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 34

River Mile 321 to 326.8 1,000 0 1,000 2,000 3,000 Feet
Sni Bend

Bootlegger Bend

Lexington Bend

Capital Sand Co.

MFA Inc.

Sunshine Chute Daybeacon

Myrick Daybeacon

Mine Dump Daybeacon

Hoover Daybeacon

Bootlegger Daybeacon

Missouri

Lexington

Lafayette

County

Ray

County 39° 12' 00''

93° 54' 00''

93° 52' 00''

39° 10' 00''

93° 56' 00''

39° 12' 00''

93° 56' 00''

93° 54' 00''

39° 10' 00''

Battle of Lexington

St Historical Site

Lexington

Riverfront Park

Sni Bend

US Army Corps 

of Engineers

Bootlegger Bend

US Army Corps of Engineers

CHART NO. 34

CHART NO. 36

Lexington

224

316

317

318

319

320

Ray-Lafayette

Cl.: 114.5'

El.: 793.1'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 35

River Mile 315.6 to 321
Sheepnose Bend

Lexington Bend

Crooked River

Sheep Nose Upper Daybeacon

Crooked River Daybeacon

Missouri

Lexington

Lafayette

County

Ray

County

93° 52' 00''

93° 50' 00''

93° 48' 00''

39° 12' 00''

93° 52' 00''93° 50' 00''

93° 48' 00''

Battle of Lexington 

State Historical Site

CHART NO. 35

CHART NO. 37

13

13

315

311

312

313

314

Baltimore Group

Ray-Lafayette

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 36

River Mile 310.5 to 315.6 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Lexington Bridge

River Mile: 314.9

CLEARANCES: Horizontal, 465.3 feet;

vertical, 48.8 feet above 2% flowline elevation 686.0 feet.

CRP Elevation: 675.416

CRP Clearance: 67.684

1

CHART NO. 36A
Berlin Bend

Sheepnose Bend

Tabo Bend

Tabo Creek

Berlin Bend Daybeacon

Tabo Bend Lower Daybeacon

Tabo Bend Upper Daybeacon

Sheep Nose Daybeacon

Missouri

Lafayette

County

Ray

County

Carroll

County

39° 12' 00''

93° 46' 00''

93° 44' 00''

93° 42' 00''

93° 46' 00''

93° 44' 00''

CHART NO. 36

CHART NO. 38

24

306

307

308

309

310

Baltimore Group

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 37

River Mile 305.6 to 310.4 1,000 0 1,000 2,000 3,000 Feet
Berlin Bend

Baltimore Bend

Hodge Bend

Hodge Bend Chute

Hodge Daybeacon

Baltimore Bend Daybeacon Baltimore Island Daybeacon

Dover Daybeacon

Missouri

Carroll

County

Lafayette

County

Lafayette

County

39° 12' 00''

93° 38' 00''

93° 42' 00''

93° 40' 00''

39° 14' 00''

93° 40' 00''

93° 42' 00''

93° 38' 00''

Baltimore

Bottoms

Big Muddy National Fish

and Wildlife Refuge

CHART NO. 37

CHART NO. 39

301

302

303

304

305

Baltimore Group

Baltim

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 38

River Mile 300.1 to 305.6
Moberly Bend

Waverly Bend

Hodge Bend

Baltimore Island Chute

Gliddens Creek Daybeacon

Moberly Bend Daybeacon

Cassener Daybeacon

Hawkins Daybeacon

Missouri

Carroll

County

Lafayette

County

Lafayette

County

93° 36' 00''93° 34' 00''

93° 36' 00''

93° 34' 00''

39° 14' 00''

Baltimore Bottom

Big Muddy

National Fish

and Wildlife Refuge

Baltimore Bend

Missouri Department 

of Conservation

Baltimore Bend

Missouri Department

of Conservation

CHART NO. 38

CHART NO. 40

299

300

295

296

297

298

Sugartree Bottom

Suga

Baltimore Group

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 39

River Mile 294.4 to 300.2 1,000 0 1,000 2,000 3,000 Feet

( ( ( ( ( (

(

(

(

(

(

(

(

(

(

(

(

(

(

(
Waverly

Gauge

Waverly Bend

Bakers Bend

Mische Daybeacon

Waverly Bend Daybeacon

Missouri

Waverly

Carroll

County

Lafayette

County

Saline

County

93° 32' 00''

39° 12' 00''

93° 28' 00''

93° 32' 00''

39° 14' 00''

93° 30' 00''

39° 14' 00''

93° 30' 00''

Big Muddy

National Fish

and Wildlife Refuge

Cranberry Bend

CHART NO. 39

CHART NO. 41

Waverly Access

24

65

24

65

289

290

291

292

293

294

Saline-Lafayette

Saline-Lafayette

Sugartree Bottom

Sugartree Bottom

Cl.: 100.1'

El.: 757.6'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 40

River Mile 288.8 to 295
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 40A

Waverly Bridge

River Mile: 293.2

CLEARANCES: Horizontal, channel spans, 400.0 feet;

vertical, right span, 73.0 feet, left span, 57.6 feet, above zero on W.B. gauge at this bridge.

CRP Stage at Waverly, Mo: 11.1

CRP Elevation: 657.228

CRP Clearance: 65.372

1
Bakers Bend

Cranberry Bend

Bowdry Drain

Capital Sand Co.

Cranberry Chute Daybeacon

Mische Daybeacon

Bakers Bend Daybeacon

Missouri

Carroll

County

Lafayette

County

Saline

County

39° 16' 00''

93° 30' 00''

93° 26' 00''

39° 18' 00''

93° 28' 00''

93° 30' 00''

39° 18' 00''

93° 28' 00''

CHART NO. 40

CHART NO. 42

24

B

284

285

286

287

288

289

Saline-Lafayette

Wakenda

Wakenda

Sugartree Bottom

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 41

River Mile 283.6 to 289.7
Cranberry Bend

Tamerlane Bend

Hills Bend

Hills Bend Chute

Tamerlane Bend Daybeacon

Sergeant Floyd Daybeacon

Hills Bend Daybeacon

Cranberry Daybeacon

Missouri

Carroll

County

Saline

County

39° 16' 00''

39° 14' 00''

93° 26' 00''

93° 24' 00''

93° 26' 00''

39° 14' 00''

Cranberry Bend

US Army Corps of Engineers

Tamerlane Bend

US Army Corps 

of Engineers

Cranberry Bend

US Fish and Wildlife Service

Tamerlane Bend

US Army Corps 

of Engineers

CHART NO. 41

CHART NO. 43

283

277

278

279

280

281

282

Saline-Lafayette

Wakenda

Wakenda

Wakenda

Coles Lake Levee

Malta Bend

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 42

River Mile 276.9 to 283.9 1,000 0 1,000 2,000 3,000 Feet
Malta Bend

Tamerlane Bend

Prunty Bend

Prunty Bend Daybeacon

Saline County Daybeacon

Hamlet Daybeacon

Kremer Daybeacon

Malta Bend Slough Daybeacon

Missouri

Carroll

County

Saline

County

39° 14' 00''

93° 20' 00''

39° 16' 00''

93° 22' 00''

39° 14' 00''

93° 24' 00''

93° 22' 00''

39° 16' 00''

93° 20' 00''

Grand Pass Tamerlane Bend

US Army Corps 

of Engineers

Tamerlane Bend

US Army Corps 

of Engineers

CHART NO. 42

CHART NO. 44

271

272

273

274

275

276

277

Wakenda

Malta Bend

Teteseau Bend

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 43

River Mile 270.8 to 277
Thomas Bend

Prunty Bend

Teteseau

Teteseau Bend Lower Daybeacon

Teteseau Bend Daybeacon

John Ordway Daybeacon

Prunty Bend

Daybeacon

Saline County Daybeacon

Missouri

Carroll

County

Saline

County

93° 16' 00''

93° 20' 00''

93° 18' 00''

39° 18' 00''

39° 20' 00''

39° 18' 00''

93° 18' 00''

Grand Pass

Missouri Department of Conservation

CHART NO. 43

CHART NO. 45

269

270

266

267

268

271

Wakenda

Teteseau Bend

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 44

River Mile 265.2 to 272.1 1,000 0 1,000 2,000 3,000 Feet
Miami

Gauge

Miami Bend, Upper

Thomas Bend

Miami Bend, Middle

Wakenda Creek

Harris Daybeacon

Scarlett Light

Wrights Daybeacon

Bixby Daybeacon

Thomas Bend Daybeacon

Missouri

Miami

Carroll

County

Saline

County

39° 20' 00''

93° 14' 00''

93° 12' 00''

93° 16' 00''

39° 22' 00''

93° 14' 00''

39° 20' 00''

Van Meter

State

Park

CHART NO. 44

CHART NO. 46

Miami

41

41 261

262 263

264

265

Miami

Mi-De

Teteseau Bend

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 45

River Mile 260.1 to 265.2
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 45A

Miami Bridge

River Mile: 262.6

CLEARANCES: Horizontal, right span, 404.0 feet;

vertical, right span, 78.8 feet above zero on gage at this bridge.

CRP Elevation: 629.828

CRP Clearance: 73.472

1
Dewitt Bend

Miami Bend, Lower

Wakenda Chute

Agri Services of Brunswick

Kinkhorst Daybeacon

Wakenda Chute Daybeacon

Slater Wells Daybeacon

Miami Bend Daybeacon

Missouri

Dewitt

Carroll

County

Saline

County 39° 22' 00''

93° 10' 00''

39° 24' 00''

93° 12' 00''

93° 10' 00''

39° 24' 00''

CHART NO. 45

CHART NO. 47

24

254

255

256

257

258

259

260

Miami

Miami

Dewitt Section 2

DeWitt Section 1

Mi-De

Brunsw ci k

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 46

River Mile 253.2 to 260.1
Brunswick Bend

Dewitt Bend

Grand River Bend

Grand River

Grand River Daybeacon

Muskingum Daybeacon

Brunswick Daybeacon

Kinkhorst Daybeacon Missouri

Carroll

County

Chariton

County

Saline

County

93° 08' 00''

39° 22' 00''

93° 10' 00''

39° 22' 00''

93° 08' 00''

93° 06' 00''

39° 24' 00''

93° 06' 00''

Grand River Bend

US Army Corps of Engineers

CHART NO. 46

CHART NO. 48

249

250

251

252

253

Miami

Saline County

MRLS 246-L

MRLS 246-L

Brunswick

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 47

River Mile 248.4 to 253.9 1,000 0 1,000 2,000 3,000 Feet
Grand River Bend

Bushwacker Bend

Bushwacker Daybeacon

Chariton Daybeacon

Missouri

Saline

County

Chariton

County

39° 22' 00''

93° 06' 00''

93° 02' 00''

39° 20' 00''

39° 22' 00''

93° 04' 00''

39° 20' 00''

93° 04' 00''

CHART NO. 49

CHART NO. 47

244

245

246

247

248

Saline County

S 246-L

MRLS 246-L

MRLS 246-L

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 48

River Mile 243.4 to 248.5
Bushwacker Bend

Little Missouri Bend

Chariton River

Little Missouri Bend Daybeacon

New Frankfort Daybeacon

Missouri

Chariton

County

Saline

County

39° 20' 00''

93° 00' 00''

39° 18' 00''

93° 02' 00''

93° 02' 00''

93° 00' 00''

92° 58' 00''

39° 20' 00''

39° 18' 00''

92° 58' 00''

Dalton Bottoms

CHART NO. 48

CHART NO. 50

Dalton 

Bottoms

239

240

241

242

243

MRLS 246-L

MRLS 246-L

MRLS 246-L

Lower Chariton River

Cl.: 92.7'

El.: 704.6'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 49

River Mile 238.7 to 243.5 1,000 0 1,000 2,000 3,000 Feet
Wihoite Bend

Little Missouri Bend

Gilliam Bend

Wilhoite Bend Daybeacon

Gilliam Bend Daybeacon

Little Missouri Bend Lower Daybeacon

Gilliam Bend Lower Daybeacon

Missouri

Chariton

County

Saline

County

39° 18' 00''

92° 58' 00''

39° 18' 00''

39° 16' 00''

92° 56' 00''

92° 56' 00''

39° 16' 00''

92° 58' 00''

CHART NO. 49

CHART NO. 51

237

238

235

236

234 

Cambridge

Lower Chariton River

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 50

River Mile 233.2 to 238.8
Glasgow

Gauge

Wihoite Bend

Cambridge Bend

Glasgow Bend

Little Chariton River

Capital Sand Co.

US Army Corps

of Engineers

Hurricane

Creek Light

Glasgow Light

Chariton River Daybeacon

Cambridge Bend Lower

Daybeacon

Cambridge Bend

Daybeacon

Harrison Island Daybeacon

Missouri

Glasgow

Chariton

County

Howard

County

Saline

County

92° 54' 00''

92° 52' 00''

39° 14' 00''

92° 54' 00''

92° 52' 00''

Stump Island 

Park Access

Cambridge Bend

US Army Corps of Engineers

CHART NO. 50

CHART NO. 52

Stump Island

240

240 225

226

227

231

232

228

229

230

233

Northeastern Saline

Cambridge

Lower Chariton River

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 51

River Mile 224.7 to 233.5 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Glasgow Highway Bridge

River Mile: 226.3

CLEARANCES: Horizontal, center main channel span, 330.0 feet, left span,

170.0 feet, right span, 302.0 feet; vertical, 78.8 feet above zero on W.B. at this mile.

CRP Stage at Glasgow, Mo: 12.8

CRP Elevation: 599.295

CRP Clearance: 66.105

Glasgow Railroad Bridge

River Mile: 226.31

CLEARANCES: Horizontal, center main channel span, 328.0 feet, left span,

170.0 feet, right span, 298.0 feet; vertical, 74.4 feet above zero on W.B. gage at this mile.

CRP Stage at Glasgow, Mo: 12.8

CRP Elevation: 599.295

CRP Clearance: 62.305

2

1

CHART NO. 51A
Glasgow Bend

Fish Creek Bend

Richland Creek

Brockway Island Daybeacon

Boonesboro Daybeacon

Bluffport Daybeacon

Missouri

Howard

County

Saline

County

39° 12' 00''

39° 12' 00''

92° 54' 00''

92° 52' 00''

39° 10' 00''

92° 52' 00''

39° 10' 00''

92° 54' 00''

CHART NO. 51

CHART NO. 53

221

222

223

224

225 Levee District Number 6 of Howard County

West Glasgow

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 52

River Mile 220.1 to 225.1 1,000 0 1,000 2,000 3,000 Feet
Saline City Bend

Euphrase Bend

Lisbon Chute

Richland Creek

Skyline Materials

Lisbon Daybeacon

Saline

Island

Daybeacon

Fish Creek Daybeacon

Euphrase Bend Lower Daybeacon

Richland Creek Daybeacon Missouri

Howard

County

Saline

County

92° 56' 00''

39° 08' 00''39° 06' 00''

92° 54' 00''

39° 08' 00''

39° 06' 00''

Big Muddy National Fish

and Wildlife Refuge

Jameson Island

Big Muddy National Fish

and Wildlife Refuge

Lisbon Bottoms

CHART NO. 52

CHART NO. 54

214

215

216

217

218

219

220

County

West Glasgow

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 53

River Mile 213.1 to 220.6
Arrow Rock Bend

Robinson Bend

Salt Creek Bend

Jameson Island Chute

Howell Light

Kuhn Landing Daybeacon

Salt Creek Daybeacon

Arrow Rock Daybeacon

Missouri

Arrow Rock

Cooper

County

Howard

County

Saline

County 39° 02' 00''

92° 56' 00''

92° 54' 00''

39° 04' 00''

39° 02' 00''

92° 54' 00''

92° 56' 00''

Big Muddy National Fish

and Wildlife Refuge

Jameson Island

Arrow Rock State Historic Site

CHART NO. 53

CHART NO. 55

212

213

208

209

210

211

Levee District No. 7 of Howard County, Section 4

Howard County No. 3, Section 1

Levee District No

Howard County No. 3, Section 2

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 54

River Mile 207.4 to 213.3 1,000 0 1,000 2,000 3,000 Feet
Robinson Bend

Slaughterhouse Bend

Lamine River Bend Lamine River

Moon Creek Daybeacon

Slaughterhouse Lower Daybeacon Slaughterhouse Daybeacon

Slaughterhouse Chute Daybeacon

Sights Quarry Daybeacon

Missouri

Cooper

County

Howard

County

Cooper

County

92° 54' 00''

39° 00' 00''

92° 52' 00''

39° 02' 00''

92° 54' 00''

92° 52' 00''

39° 00' 00''

CHART NO. 54

CHART NO. 56

203

204

205

206

207

Levee District No. 7 of Howard County, Section 4

Linneman-Weekly

Levee District Number 2 of Howard County

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 55

River Mile 202.5 to 207.6
Lamine River Bend

Boonville Bend

Rocky Point Daybeacon Haas Brewery Daybeacon

Thomas Creek Daybeacon

Lamine River Bend Daybeacon

Missouri

Boonville

Cooper

County

Howard

County

92° 50' 00''

92° 48' 00''

92° 46' 00''

38° 58' 00''

38° 58' 00''

92° 50' 00''

92° 48' 00''

92° 46' 00''

CHART NO. 55

CHART NO. 57

200

201

202

198

199

Howard

CountyNo. 4

Levee District Number 2 of Howard County

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 56

River Mile 197.8 to 202.5 1,000 0 1,000 2,000 3,000 Feet

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

( ( (
Boonville

Katy Trailhead

Boonville

Gauge

Franklin Island Reach

Franklin Bend

Boonville Chute

Capital Sand Co.

Franklin Island Reach Daybeacon

Simpson Daybeacon

Missouri

Boonville

Cooper

County

Howard

County

38° 58' 00''

92° 44' 00''92° 42' 00''

92° 44' 00''

92° 42' 00''

38° 58' 00''

Franklin Island

Harley Park

Franklin Island

Missouri Department of Conservation

CHART NO. 56

CHART NO. 58

Franklin Island

40

87

5

Loop

70

Loop

70

193

194

195

196

197

Howard

CountyNo. 4

Howard County No. 4

Howard/Cooper

County Regional

Port Authority

Isle of Capri

Casino

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 57

River Mile 192.7 to 197.7
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 57A

M-K-T Railroad Drawbridge

River Mile: 197.1

CLEARANCES: Horizontal, channel spans, 400.0 feet; vertical, open, 75.3 feet, closed,

45.3 feet above zero on W.B. gage at this bridge. No radiotelephone. Bridge maintained in open position.

CRP Stage at Boonville, Mo: 8.1

CRP Elevation: 573.595

CRP Clearance: 67.105

Boonville Highway Bridge

River Mile: 196.6

CLEARANCES: Horizontal, both channel spans 417.0 feet;

vertical clearance left span 59.5 feet above 2 percent flowline elevation 587.5 feet m.s.l.,

vertical clearance right span 59.9 feet above 2 percent flowline elevation.

CRP Stage at Boonville, Mo: 8.1

CRP Elevation: 573.217

CRP Clearance: 76.183

1

2
Diana Bend

Franklin Island Reach

Franklin Island Chute

Diana Bend Daybeacon

Howard County Daybeacon

Wheeler Daybeacon

Bells Daybeacon

Missouri

Cooper

County

Howard

County

92° 40' 00''

92° 38' 00''

92° 36' 00''

38° 58' 00''

92° 36' 00''

92° 40' 00''

92° 38' 00''

Diana Bend

Missouri Department of Conservation

Big Muddy National Fish

and Wildlife Refuge

Overton Bottoms

Big Muddy National Fish 

and Wildlife Refuge

Overton Bottooms

CHART NO. 57

CHART NO. 59

98

188

189

190

192 191

Bonne Femme

Bonne Femme

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 58

River Mile 188 to 192.7
Rocheport

Katy Trailhead

Rocheport Bend

Diana Bend

Moniteau Creek

Overton Chute

Capital Sand Co.

Rocheport Bend Light

Rocheport Bluff Daybeacon

Rocheport Daybeacon

Overton Daybeacon

Missouri

Rocheport

Boone

County

Cooper

County

Howard

County

38° 56' 00''

38° 58' 00''

92° 34' 00''

92° 32' 00''

38° 56' 00''

92° 34' 00''

92° 32' 00''

Big Muddy National Fish

and Wildlife Refuge

Overton Bottoms

Big Muddy National Fish

and Wildlife Refuge

Overton Bottoms

Diana Bend

Missouri Department of Conservation

Rocheport

Cave

CHART NO. 58

CHART NO. 60

70

70

Bb

183

184

186

187

188

185

Cooper County No. 1

Cooper Co

Cl.: 95.1'

El.: 659.5'

Cl.: 96.4'

El.: 659.8'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 59

River Mile 182.6 to 188 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Rocheport Highway Bridge

River Mile: 185

CLEARANCES: Horizontal, both spans, 533.0 feet;

vertical, 73.0 feet above zero on W.B. gage at Boonville.

CRP Elevation: 564.538

CRP Clearance: 67.662

1

CHART NO. 59A
M

Katy T

McBaine Bend

Rocheport Bend Searcys Bend

Tadpole Island Chute

Hunts Towhead Daybeacon

Huntsdale Daybeacon Searcys Bend Daybeacon

Jackson Clay Light

Ships Stern Rock

Daybeacon

Missouri

Wooldridge

Boone

County

Cooper

County

Moniteau

County

38° 56' 00''

38° 56' 00''

92° 28' 00''

38° 54' 00''

92° 30' 00''

92° 30' 00''

38° 54' 00''

92° 28' 00''

92° 32' 00''

Big Muddy National Fish 

and Wildlife Refuge

Overton Bottoms CHART NO. 59

CHART NO. 61

Katfish Katy's

O

178

179

180

181

182

Cooper County No. 1

Cooper County No. 1

McBaine

Cl.: 104.7'

El.: 667.2'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 60

River Mile 177.5 to 182.8 1,000 0 1,000 2,000 3,000 Feet
McBaine

Katy Trailhead

Lupus Bend

McBaine Bend

Plowboy Bend

Perchee Creek

Lupus Daybeacon

Warren Daybeacon Lupus Upper Daybeacon

Petite Saline Daybeacon

Missouri

Lupus

Mcbaine

Boone

County

Moniteau

County

92° 28' 00''

38° 50' 00''

38° 52' 00''

38° 50' 00''

92° 28' 00''

38° 52' 00''

92° 26' 00''

Eagle Bluffs

Missouri Department

of Conservation

Eagle Bluffs

Missouri Department

 of Conservation

Eagle Bluffs

Missouri Department

of Conservation

Schnabel Woods

Eagle Bluffs

Eagle Bluffs

Missouri Department

of Conservation

CHART NO. 60

CHART NO. 62

173

174

175

176

177

McBaine

McBaine

Cl.: 105'

El.: 662.5'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 61

River Mile 172.9 to 177.6

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(
Providence Bend

Sandy Hook Bend

Plowboy Bend

Big Bonne Femme Creek

Perchee Creek

Sandy Hook Bend Daybeacon

Providence Bend

Daybeacon

Perchee Creek Daybeacon

Plowboy Daybeacon

Missouri

Boone

County

Moniteau

County

92° 26' 00''

92° 22' 00''

38° 50' 00''

38° 48' 00''

92° 24' 00''

38° 48' 00''

92° 24' 00''

38° 50' 00''

Plowboy Bend

Missouri Department of Conservation

Eagle Bluffs

Missouri Department of Conservation

Providence Bend CHART NO. 61

CHART NO. 63

Providence Access

Cooper's Landing

N

167

168

169

170

171

172

173

166

Plowboy Bend

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 62

River Mile 166 to 173.3 1,000 0 1,000 2,000 3,000 Feet
Sandy Hook Bend

Providence Bend

Eureka Bend

Wilton Daybeacon

Sandy Hook Lower Daybeacon

Sandy Hook Bend Daybeacon

Providence Bend Daybeacon

Missouri

Boone

County

Cole

County

Moniteau

County

92° 22' 00''

38° 46' 00''

38° 44' 00''

38° 46' 00''

38° 44' 00''

92° 22' 00''

92° 24' 00''

Marion Bottoms

Missouri Department of Conservation

Providence Bend

Missouri Department

of Conservation

Plowboy

Bend

CHART NO. 62

CHART NO. 64

179

162

163

164

165

166

167

168

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 63

River Mile 161.1 to 168
Eureka Bend

Marion Bend

Moniteau Creek

Marion Daybeacon Sugar Loaf Daybeacon

Eureka Bend Daybeacon

Missouri

Cole

County

Boone

County 38° 44' 00''

38° 40' 00''

38° 42' 00''

92° 22' 00''

92° 20' 00''

92° 22' 00''

38° 42' 00''

92° 20' 00''

38° 40' 00''

Hart Creek

Marion Access

Missouri Department of Conservation

CHART NO. 63

CHART NO. 65

Hartsburg

Marion Access Area Ramp

179

155

156

157

158

159

161 160

Hartsburg Section 2

Hartsburg Section 1

Hartsburg Section 1

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 64

River Mile 154.8 to 161.7 1,000 0 1,000 2,000 3,000 Feet
Burlington Bend

Stanely Bend

Stanley Bend Daybeacon

Claysville Daybeacon

Arnolds Creek Daybeacon

Missouri

Boone

County

Cole

County 38° 40' 00''

92° 18' 00''

92° 16' 00''

38° 38' 00''

92° 20' 00''

92° 18' 00''92° 16' 00''

38° 40' 00''

CHART NO. 64

CHART NO. 66

179

151

152

153

154

155

Hartsburg Section 2

Cole Junction

sburg Section 1

Prison Farm

Hartsburg Section 3

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 65

River Mile 150.3 to 155.2
Murrays Bend

Jefferson City Reach

Stanely Bend

Cedar Creek

Grays Creek

Hermann Sand 

and Gravel

Gray Creek Light

Murrays Bend Daybeacon

Cedar Creek Daybeacon

Stanley Bend Lower Daybeacon

Missouri

Jefferson City

Boone

County

Callaway

County

Cole

County

38° 38' 00''

92° 10' 00''

38° 36' 00''

92° 14' 00''92° 12' 00''

38° 38' 00''

92° 14' 00''

92° 12' 00''

CHART NO. 65

CHART NO.67

179

63

145

146

147

148

149

150

Renz

Cole Junction

Cl.: 88.4'

El.: 618.4'

Old American Oil Co. 

Loading Dock Mooring Cells

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 66

River Mile 144.4 to 150.3 1,000 0 1,000 2,000 3,000 Feet
Jefferson City

Gauge

Jefferson City Reach

Rising Creek Bend

Capital 

Sand Co.

Jefferson City

River Terminal

U.S. Army Corps

of Engineers

State Prison Daybeacon

Jefferson City Daybeacon

Jefferson City Upper Light

Missouri

Jefferson City

Callaway

County

Cole

County

38° 34' 00''

92° 10' 00''

92° 08' 00''

38° 36' 00''

92° 10' 00''

92° 08' 00''

38° 34' 00''

Ellis-Porter Park Jefferson Landing

State Historic Site

CHART NO. 66

CHART NO. 68

Noren

54

54

63

50

63

50

94

140

141

142

143

144

Rievaux

Renz

Capital View

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 67

River Mile 139.7 to 144.4
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 67A

Jefferson City Dual Bridge

River Mile: 143.9

CLEARANCES: Horizontal, both bridges, right span, 400.0 feet; vertical,

both bridges, right span, 86.4 feet above zero on W.B. gage at this bridge.

CRP Stage at Jefferson City, Mo: 8.2

CRP Elevation: 528.465

CRP Clearance: 78.135

1
Rising Creek Bend

Dry Creek

Moreau River

Osage River

Dry Creek Light

Rising Creek Bend Daybeacon

Ewing Landing Light

Moreau River Lower Daybeacon

Moreau River Daybeacon

Missouri

Cole

County

Osage

County

Callaway

County

92° 02' 00''

92° 06' 00''

92° 04' 00''

38° 34' 00''

92° 06' 00''

92° 04' 00''

92° 02' 00''

Smoky Waters

CHART NO. 67

CHART NO. 69

Moreau 50

135

136

137

138

139

Rievaux

View

Wainwright

Rievaux

Cl.: 100.3'

El.: 624.8'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 68

River Mile 135 to 139.7
Cote Sans Dessein Bend

Rising Creek Bend

Osage River

Tebbets Daybeacon

Cote Sans Dessein Daybeacon

Dodds Island Daybeacon

Cole County Daybeacon

Dry Creek Light

Missouri

Callaway

County

Cole

County

Osage

County

92° 00' 00''91° 58' 00''

38° 36' 00''

92° 02' 00''

38° 36' 00''

92° 00' 00''

91° 58' 00''

38° 34' 00''

Smoky Waters

Missouri Department of Conservation

Smoky Waters

Missouri Departement of Conservation

CHART NO. 68

CHART NO. 70

Bonnots Mill Access Ramp

132 131

133

134

135

Tebbetts East

Jacobs

Wainwright

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 69

River Mile 130.1 to 135 1,000 0 1,000 2,000 3,000 Feet
Tebbetts

Katy Trailhead

Osage River Bend

Isbell Bend

Loose Creek

Middle River

Loose Creek Lower Daybeacon

Loose Creek Daybeacon

Isbell Light

Isbell Upper Daybeacon

Osage River Upper Light

Missouri

Callaway

County

Osage

County

38° 36' 00''

91° 56' 00''

91° 54' 00''

38° 38' 00''

38° 36' 00''

91° 56' 00''

91° 54' 00''

Big Muddy National Fish

and Wildlife Refuge

St. Aubert Island

CHART NO. 69

CHART NO. 71

94

125

126

127

128

129

130

Tebbetts East

Tebbetts East

acobs

Cl.: 105'

El.: 618.9'

(

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 70

River Mile 125 to 130.1
Mokane

Katy Trailhead

Auxvasse Bend

St. Aubert Bend

Auxvasse River

Owl Creek

Auxvasse Daybeacon

St. Aubert Daybeacon

Muddy Creek Daybeacon

Mokane Daybeacon

Missouri

Mokane

Callaway

County

Osage

County

38° 40' 00''

91° 52' 00''

91° 50' 00''

38° 38' 00''

91° 48' 00''

91° 52' 00''

91° 50' 00''

38° 40' 00''

Big Muddy National Fish

and Wildlife Refuge

St. Aubert Island

St. Aubert Island

CHART NO. 70

CHART NO. 72

Mokane

Access

94

100

121

122

123

124

125

Steedman

Chamois Section 2

Chamois Section 1

Mokane

Mokane Quarry

(Inactive) Loader

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 71

River Mile 120.1 to 125 1,000 0 1,000 2,000 3,000 Feet
Chamois

Gauge

Portland Bend

Auxvasse Bend

Chamois Bend

Logan Creek

St Aubert Chute

Chamois Daybeacon

Kishmar Daybeacon

Benning Daybeacon

Auxvasse Daybeacon

Missouri Stoner Island Daybeacon

Chamois

Callaway

County

Osage

County

91° 48' 00''

91° 46' 00''

91° 44' 00''

38° 42' 00''

91° 48' 00''

91° 46' 00''

91° 44' 00''

38° 42' 00''

Reform

Reform

Missouri Department of Conservation

St. Aubert

 Island

CHART NO. 71

CHART NO. 73

Chamois Access Ramp

94

100

115

116

117

118

119

120

eedman

Chamois Section 2

Steedman

A-1

Cl.: 123.6'

El.: 628.4'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 72

River Mile 114.9 to 120.1
Portland

Katy Trailhead

Portland Bend

Morrison Bend

Big Tavern Creek

Morrison Daybeacon

Big Tavern Daybeacon

Missouri

Callaway

County

Osage

County

Montgomery

County

91° 42' 00''

91° 40' 00''

38° 42' 00''

91° 42' 00''

91° 40' 00''

38° 42' 00''

Tate Island

Missouri Department of Conservation

CHART NO. 74

CHART NO. 72

Portland Access

94

100

114 113

111

112

A-1

A-1

A-1

Cl.: 100.8'

El.: 603.3'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 73

River Mile 110.1 to 114.9 1,000 0 1,000 2,000 3,000 Feet
Bluffton Bend

Straubs Bend

Boatright Chute

Boatright Chute

Gasconade County Daybeacon

Bailey Creek Daybeacon

Bluffton Daybeacon

Morrison Lower Daybeacon

Straubs Bend Daybeacon

Missouri

Morrison Gasconade

Osage

County

Gasconade

County

Montgomery

County

91° 38' 00''

91° 36' 00''

91° 34' 00''

38° 42' 00''

38° 42' 00''

91° 38' 00''

91° 36' 00''

91° 34' 00''

Grand Bluffs

Heckmans Island

US Army Corps

of Engineers

CHART NO. 73

CHART NO. 75

94

100

105

109

110

106

107

108

Diermann

Morrison Lower

A-1

A-1

Tri-County Levee District, Section 1

Tri

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 74

River Mile 105 to 110.1
Gasconade

Gauge

McGirks Island Reach

Gasconade 

River Bend

Boatright Chute

Cole Creek

Gasconade River

US Army Corps

of Engineers

Mcgirks Middle Light

Rhineland Daybeacon

Gasconade River

Upper Light

Missouri

Gasconade

Gasconade

County

Montgomery

County

Gasconade

County

38° 42' 00''

91° 32' 00''

91° 30' 00''

91° 32' 00''

91° 30' 00''

Heckmans Island

US Army Corps of Engineers

CHART NO. 74

CHART NO. 76

94

104

102

103

101

105

Tri-County Levee District, Section 1

Tri-County Levee District, Section 1

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 75

River Mile 100 to 105 1,000 0 1,000 2,000 3,000 Feet
Hermann

Gauge Hermann Bend

McGirks Island Reach

Loutre River

Quick Creek

Hermann Sand 

and Gravel Hermann Sand and Gravel

Hermann Lower Light

Hermann Upper Daybeacon Bates Island Daybeacon

Missouri

Hermann

Gasconade

County

Montgomery

County

Warren

County

91° 28' 00''

91° 26' 00''91° 24' 00''

91° 28' 00''

91° 26' 00''91° 24' 00''

38° 42' 00''

CHART NO. 75

CHART NO. 77

Hermann Riverfront Park

19

19

99

100

96

97

98

Tri-County Levee District Section 2

Levee District, Section 1

Tri-County Levee District, Section 1

Cl.: 114.4'

El.: 604.8'

Cl.: 111.7'

El.: 599'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 76

River Mile 95.3 to 100
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 76A

Christopher S. Bond Bridge

River Mile: 97.9

CLEARANCES: Horizontal, channel spans, 452.0 feet;

vertical, 52.0 feet above 2% flowline elevation 505.2 feet MSL.

CRP Stage at Hermann, Mo: 7.1

CRP Elevation: 488.608

CRP Clearance: 70.892

1
Berger Bend

Bates Island Bend

Hermann Bend

Little Berger Creek

Lost Creek

Loutre Slough

Bernheimer Upper Daybeacon

Lost Creek Daybeacon

Berger Daybeacon

Bates Daybeacon

Warren County Light

Missouri

Franklin

County

Gasconade

County

Warren

County

91° 22' 00''

91° 20' 00''

38° 42' 00''

91° 22' 00''

91° 20' 00''

Berger Bend

US Army Corps of Engineers

CHART NO. 76

CHART NO. 78

91

90

92

93

94

95

Tri-County Levee District Sec 2

Berger

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 77

River Mile 89.8 to 95.3
Berheimer Bend

Clay Branch Daybeacon

Bernheimer Light

Franklin County Daybeacon

Missouri

Franklin

County

Warren

County

38° 42' 00''

91° 18' 00''

38° 40' 00''

91° 16' 00''

91° 18' 00''

38° 40' 00''

91° 16' 00''

91° 14' 00''

CHART NO. 77

CHART NO. 79

94

94

89

88

86 87

Berger

Berger

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 78

River Mile 85.1 to 89.8 1,000 0 1,000 2,000 3,000 Feet
Treloar

Katy Trailhead

Pinckney Bend

New Haven Bend

Big Berger Creek

Goose Island Chute

Smith Creek Daybeacon

Goose Island Daybeacon

Friemonth Daybeacon

New Haven Daybeacon

Pinckney Daybeacon

Missouri

New Haven

Franklin

County

Warren

County

38° 40' 00''

38° 36' 00''

91° 14' 00''

91° 12' 00''

38° 38' 00''

91° 12' 00''

38° 38' 00''

CHART NO. 78

CHART NO. 80

New Haven Access

94

81

82

83

84

85

80

Berger

MO Valley L.D. Sec 1

MO Valley L.D. Sec 1

New Haven

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 79

River Mile 79.6 to 85.1
New Haven Bend

Dundee Bend

Boeuf Creek

Little Boeuf Creek

Smiths Creek

Goose Island Chute

Chittwood Bluff Daybeacon

Dundee Daybeacon

Sheltons Island Daybeacon

New Haven Bend Daybeacon

Missouri

Franklin

County

Warren

County

91° 10' 00''

38° 38' 00''

91° 06' 00''

91° 10' 00''

91° 08' 00''

38° 36' 00''

91° 06' 00''

91° 08' 00''

38° 36' 00''

CHART NO. 79

CHART NO. 81

100

75

76

77

78

79

MO Valley L.D. Sec 1

MO Valley L.D. Sec 1

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 80

River Mile 74.3 to 79.6 1,000 0 1,000 2,000 3,000 Feet
Dutzow

Katy Trailhe

Marthasville Bend

Washington Bend

St. John's Creek

Miller Island Chute

Marthasville Bend Chute

St. Johns Daybeacon

Marthasville Daybeacon Miller Daybeacon

Missouri

Marthasville

Washington

Franklin

County

Warren

County

38° 34' 00''

91° 04' 00''

91° 02' 00''

91° 00' 00''

38° 36' 00''

38° 36' 00''

91° 04' 00''91° 02' 00''

CHART NO. 80

CHART NO. 82

47

69

70

71

72

73

74

T

MO Valley L.D. Sec 1

MO Valley L.D. Sec 2 (Charrette Bottom)

Tuque Creek

Tuque Creek

Holtmeier

St. Johns Bottom

Dutzow Levee

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 81

River Mile 68.9 to 74.4
Washington

Gauge

Boles Bend

Washington Bend

South Point Bend

Dubois Creek

Miller Island Chute

Washington

Sand Co.

South Point Daybeacon

South Point Canal Daybeacon

South Point Bend Daybeacon

Washington Bend Daybeacon

Missouri

Washington

Franklin

County

St. Charles

County

Warren

County

90° 56' 00''

38° 32' 00''

91° 00' 00''

90° 58' 00''

91° 00' 00''

38° 32' 00''

90° 58' 00''

38° 34' 00''

CHART NO. 81

CHART NO. 83

Washington City

47

100

65

66

67

68

Tuque Creek

Augusta Levee

Dutzow Levee

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 82

River Mile 64.1 to 68.8 1,000 0 1,000 2,000 3,000 Feet

(

(

(

(

(

(

(

(

(

( (

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(

(
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Washington Bridge

River Mile: 67.6

CLEARANCES: Horizontal, left span, 462.0 feet, right span, 463.0 feet;

vertical, left span, 74.7 feet, right span, 83.1 feet above zero on W.B. gage at this bridge.

CRP Stage at Washington, Mo: 3.3

CRP Elevation: 460.603

CRP Clearance: 83.697

1

CHART NO. 82A
Boles Bend

Hinkles Bend

Hinkles Bend Chute

Hancock Bottom Light

Boles Daybeacon

Missouri

Franklin

County

St. Charles

County

90° 56' 00''

38° 34' 00''

90° 52' 00''

90° 54' 00''

90° 56' 00''

38° 32' 00''

38° 32' 00''

90° 54' 00''

CHART NO. 82

CHART NO. 84

60

61

63 62

64

Labadie Bottoms Section 4

Augusta L

Augusta Levee

Augusta Levee

Cl.: 119.3'

El.: 575.8'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 83

River Mile 59.2 to 64.1 1,000 0 1,000 2,000 3,000 Feet
Mat

Katy Tr

Augusta Bend

Hinkles Bend

Labadie Creek

Schulenberg Chute

Matson Daybeacon

Augusto Bluff Daybeacon

Schulenberg Daybeacon

Labaddie Daybeacon

Missouri

Franklin

County

St. Charles

County

90° 52' 00''

38° 36' 00''

90° 50' 00''

90° 48' 00''

38° 34' 00''

38° 34' 00''

90° 50' 00''

90° 48' 00''

Weldon Spring

Engelmann Woods

CHART NO. 83

CHART NO. 85

Klondike Access

94

59

58

55

56

57

Labadie Bottoms Section 4

Augusta Levee

Darst Levee

Labadie Bottoms Section 5

St. Albans Partners

ugusta Levee

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 84

River Mile 54.4 to 59.2
Matson

Katy Trailhead

St. Albans Bend

Centaur Bend

Centaur Chute

Femme Osage Creek

Labadie Creek Slough

Tavern Rock Daybeacon

St. Albans Island Daybeacon

Defiance Daybeacon

Parsons Light

Missouri

Wildwood

Franklin

County

St. Charles

County

St. Louis

County

90° 48' 00''

38° 36' 00''

38° 38' 00''

90° 46' 00''

38° 36' 00''

90° 44' 00''

38° 38' 00''

Weldon Spring

Missouri Department of Conservation

Weldon Spring

Howell Island

CHART NO. 84

CHART NO. 86

94

54

49

50

51

52

53

evee

Darst Levee

Darst Levee

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 85

River Mile 48.9 to 54.3 1,000 0 1,000 2,000 3,000 Feet
Weldon Spring

Katy Trailhead

Monarch Bend

Doziers Bend

Centaur Chute

Lafarge

North America

Monarch Light

Howell Island Daybeacon

Defiance Lower Daybeacon

Missouri

Chesterfield

Weldon

Spring

Wildwood

St. Charles

County

St. Louis

County

90° 44' 00''

90° 42' 00''90° 40' 00''

38° 40' 00''

90° 40' 00''

38° 40' 00''

90° 42' 00''

Howell Island

Missouri Department of Conservation

Howell Island

Weldon Spring

Missouri Department of Conservation

CHART NO. 85

CHART NO. 87

Weldon

Spring

64

64

94

40

61

40

44

45

46

47

48

49

Mo University

Monarch Chesterfield Levee District

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 86

River Mile 43.7 to 49.2

(

(

(

(

(

(

(

(

(

(

( ( (

(

(
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 CHART NO. 86A

Daniel Boone Bridge (Dual)

River Mile: 44

CLEARANCES: Horizontal, 447.0 feet;

vertical, 52.0 feet above 2% flowline elevation 455.2 feet MSL.

CRP Elevation: 438.139

CRP Clearance: 76.861

1
Weldon Springs Bend

Bonhomme Chute

Bonhomme Chute

Bonhomme Creek

Chesterfield

Daybeacon

Gumbo Lower Daybeacon

Gumbo Daybeacon

Bonhomme Island Upper Daybeacon

Weldon Springs Light

Missouri

Chesterfield

Weldon Spring

St. Charles

County

St. Louis

County

90° 38' 00''

38° 40' 00''

38° 40' 00''

90° 38' 00''

90° 36' 00''

38° 42' 00''

90° 34' 00''

90° 36' 00''

38° 42' 00''

Boones Crossing

Big Muddy National Fish

and Wildlife Refuge

Boones Crossing

CHART NO. 86

CHART NO. 88

40

39

42

43

40

41

Greens Bottom Levee Sec1

Greens Bottom Levee Sec2

Monarch Chesterfield Levee District

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 87

River Mile 38.3 to 43.7
Greens Bottom

Katy Trailhead

Bonhomme Bend

Springhouse Bend

Howard Bend

Bonhomme Chute

Waterworks Chute

Veterans Memorial Chute

Springhouse Quarry Daybeacon

Cummings Landing Daybeacon

Howard Bend Daybeacon

Waterworks Daybeacon

Chesterfield Daybeacon

Missouri

Maryland Heights

Chesterfield

St. Charles

County

St. Louis

County

90° 30' 00''

38° 44' 00''

90° 32' 00''

38° 42' 00''

38° 42' 00''

90° 30' 00''

38° 44' 00''

90° 34' 00''

CHART NO. 87

CHART NO. 89

364

33

34

35

36

37

38

Howard Bend Segment

Howard B

Levee Sec2

Greens Bottom Levee Sec2

Cl.: 128.9'

El.: 555.3'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 88

River Mile 32.4 to 38.5 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Veterans Memorial Bridge

River Mile: 32.6

CLEARANCES: Horizontal, 602.0 feet;

vertical, 62.2 feet above 2% flowline elevation 444.7 feet.

CRP Elevation: 426.401

CRP Clearance: 83.499

1

CHART NO. 88A
St. Charles

Gauge

Creve Coeur Bend

St. Charles Bend

Creve Coeur Creek

Creve Coeur Creek

City of 

St. Charles

Lafarge 

North America

LaFarge North America

St. Charles Bend Upper Daybeacon

Creve Coeur Daybeacon Creve Coeur Daybeacon

Missouri

Maryland Heights

Bridgeton

St Charles

St. Charles

County

St. Louis

County

90° 32' 00''

38° 46' 00''

90° 30' 00''90° 28' 00''

38° 44' 00''

38° 48' 00''

90° 32' 00''

90° 30' 00''

38° 46' 00''

Boons

Lick

Park

Riverwoods

Louis H. Bangert

Memorial Wildlife Area

Blanchette

Park

Frontier Park

First Missouri State

Capitol State

Historic Site

CHART NO. 88

CHART NO. 90

Blanchette Landing

Frontier Park

70

70

28

29

30

31

32

Howard Bend Segment

Earth City Levee District

Ameristar

Casino

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 89

River Mile 27.3 to 32.4 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

I-70 Dual Bridges

River Mile: 29.6

CLEARANCES: Horizontal, 417.0 feet, both bridges;

vertical, 81.5 feet above zero on St. Charles W.B. gage at mile 28.2.

CRP Elevation: 424.602

CRP Clearance: 74.998

1

CHART NO. 89A
St. Charles Bend

Cul De Sac Bend

Cowmire Creek

Brian Island Chute

Charbonnier Daybeacon

La Barge Daybeacon

Cul De Sac Daybeacon

St. Charles Bend Middle Daybeacon

St. Charles Bend Lower Daybeacon

Missouri

Bridgeton

St Charles St. Charles

County

St. Louis

County

90° 24' 00''

90° 28' 00''

38° 50' 00''

38° 50' 00''

90° 24' 00''

38° 48' 00''

90° 26' 00''

38° 48' 00''

90° 26' 00''

St. Stanislaus

Missouri Department

of Conservation

Ed Bales

Park

CHART NO. 89

CHART NO. 91

370

115

370

94

22

23

24

25

26

27

Consolidated North County Levee

Missouri Bottom Levee

Cl.: 119'

El.: 537.9'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 90

River Mile 21.2 to 27.2 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Wabash Railroad Bridge

River Mile: 27.1

CLEARANCES: Horizontal, center span, 600.0 feet, right span,

408.0 feet; vertical, 81.0 feet above zero on W.B. gage at St. Charles.

CRP Stage at St. Charles, Mo: 10.1

CRP Elevation: 422.954

CRP Clearance: 71.246

Discovery Bridge

River Mile: 27

CLEARANCES: Horizontal 617.0 feet; vertical,

70.4 feet above standard low water.

CRP Stage at St. Charles, Mo: 10.1

CRP Elevation: 422.879

CRP Clearance: 70.721

1

2

CHART NO. 90A
Mullanphy Bend

Leuke Hauling

Charbonnier Daybeacon

Black Walnut Daybeacon

Mullanphy Daybeacon

Missouri

Florissant

St. Charles

County

St. Louis

County

90° 20' 00''

38° 50' 00''

90° 22' 00''

38° 52' 00''

38° 48' 00''

38° 50' 00''

38° 52' 00''

90° 22' 00''

Sunset Park

CHART NO. 90

CHART NO. 92

18

19

20

21 17

Consolidated North County Levee

Cl.: 86.8'

El.: 503.7'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 91

River Mile 16.2 to 21.8 1,000 0 1,000 2,000 3,000 Feet
Pelican Bend

Brickhouse Bend

Car of Commerce Chute

Pelican Island Daybeacon

Pelican Bend Lower Daybeacon

Black

Walnut

Daybeacon

Missouri

St. Charles

County

St. Louis

County

38° 52' 00''

38° 54' 00''

90° 18' 00''

90° 16' 00''

90° 20' 00''

38° 54' 00''

90° 20' 00''

90° 18' 00''

90° 16' 00''

Pelican Island

Missouri Department of Conservation

Sioux Passage County Park

Pelican Island

Access

CHART NO. 91

CHART NO. 93

Sioux Passage

Park Ramp 10

11

12

13

14

15

16

ConsolidatedNorth County Levee

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000'

1,000 0 1,000 2,000 3,000 Feet

CHART NO. 92

River Mile 9.9 to 16.5
Bellefontaine Bend

Brickhouse Bend

Cora Island Bend

Coldwater Creek

Cora Island Chute

Central Stone Co.

Bellefontaine Light

Jamestown Landing Daybeacon

Cora Upper Daybeacon

Bellefontaine Daybeacon

Missouri

St. Charles

County

St. Louis

County

90° 12' 00''

38° 50' 00''

90° 16' 00''

90° 14' 00''

38° 52' 00''

90° 16' 00''

90° 14' 00''

90° 12' 00''

38° 50' 00''

Fort Belle 

Fontaine Park

Cora Island

US Army Corps of Engineers

CHART NO. 92

CHART NO. 94

67

67

367

6

7

8

9

Consolidated North County Levee

Cl.: 99.7'

El.: 505.1'

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 93

River Mile 5.1 to 9.9 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014

Burlington Northern Bridge

River Mile: 8.2

CLEARANCES: Horizontal, channel spans, 430.0 feet;

vertical, 76.8 feet above zero at Lewis Bridge.

CRP Elevation: 407.236

CRP Clearance: 68.554

Lewis Bridge (U.S. Hwy 67)

River Mile: 8.1

CLEARANCES: Horizontal, 431.0 feet;

vertical, 55.5 feet above 2% flowline elevation 422.2 feet.

CRP Elevation: 407.152

CRP Clearance: 77.648

1

2

CHART NO. 93A
Cora Island Bend

Amazon Bend

Cahokia Creek

Mississippi River

Cora Lower Daybeacon

Cora Daybeacon

Illinois

Missouri

Hartford

Madison

County

St. Charles

County

St. Louis

County

38° 48' 00''

90° 10' 00''

90° 08' 00''

38° 50' 00''

90° 08' 00''

90° 10' 00''

38° 48' 00''

Columbia Bottom

Missouri Department of Conservation

Lewis & Clark

State Memorial

Edward "Ted" and Pat 

Jones-Confluence State Park

Missouri Department of Natural Resources

Spanish Lake

County Park

Cora Island

US Army Corps of Engineers

CHART NO. 93

Extent of Lower Missouri River

Navigation Chart Coverage. See

Mississippi River Navigation Charts 

for Continuation.

Columbia Bottoms

Lewis and Clark

Park Ramp

0

1

2 3

4

5

Kuhs Levee

Columbia Bottoms Levee

evee

U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 94

River Mile 0 to 5.2 1,000 0 1,000 2,000 3,000 Feet
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER NORTHWESTERN DIVISION

FEB 2014 VERTICAL CLEARANCE TABLE Appendix A-1

Bridge Name River Mile

Light List 

Vertical 

Clearance

Light List 

Horizontal 

Clearance

Light List 

Horizontal 

Clearance Left 

Descending 

Bank

Light List 

Horizontal 

Clearance 

Right 

Descending 

Bank

Light 

List 

Vertical 

Lift

2 Percent 

Flowline 

Clearance

Gauge 

Clearance Gauge Reference Low Steel Elevation

Standard 

Low Water 

Clearance

Reference 

Elevation

 Lewis Bridge (U.S. Hwy 67) 8.2 55.50 431.0 NA 55.5 484.6** 422.2

Burlington Northern Bridge 8.2 76.80 430.0 NA 76.8 Zero at Lewis Bridge 475.6** 413.6

Discovery Bridge 27.0 70.40 617.0 NA 493.7** 70.4

Wabash Railroad Bridge 27.1 81.00 600.0 NA 81.0 Zero at St. Charles Westbound 494.3** 413.6

I-70 Dual Bridges 29.6 81.50 417.0 NA 81.5 Zero at St. Charles Westbound 499.7** 413.6

Veterans Memorial Bridge 32.6 62.20 602.0 NA 62.2 510.0** 444.7

Daniel Boone Dual Bridge 43.9 52.00 447.0 NA 52.0 515.2** 455.2

Washington Bridge 67.5 74.70 462.0 463.0 NA 74.7 Zero at this bridge (Washington Bridge) 544.5** 457.2

Hermann Highway Bridge 97.9 52.00 452.0 NA 52.0 559.4** 505.2

Jefferson City Dual Bridge 143.9 86.40 400.0 400.0 NA 86.4 Zero at this bridge (Jefferson Bridge) 606.5** 520.1

Rocheport Highway Bridge 185.0 73.00 533.0 NA 73.0 Zero at Boonville Bridge 632.1** 565.4

Boonville Highway Bridge 196.6 59.50 417.0 417.0 NA 59.5 649.3** 587.5

M-K-T Railroad Drawbridge 197.1 45.30 400.0 400.0 20.0 45.3 Zero at MKT RR Bridge (Boonville Gauge) 640.6** 565.4

Glasgow Railroad Bridge 226.3 74.40 328.0 170.0 298.0 NA 74.4 Zero at Gauge at this mile (Glasgow Gauge) 665.3** 586.5

Glasgow Highway Bridge 226.3 78.80 330.0 170.0 302.0 NA 78.8 Zero at Gauge at this mile (Glasgow Gauge) 665.3** 586.5

Miami Bridge 262.6 78.80 404.0 NA 78.8 Zero at Miami Bridge 703.2** 621.4

Waverly Bridge 293.2 73.00 400.0 NA 73.0 Zero at this bridge (Waverly Bridge) 722.3**

Lexington Bridge 314.9 48.80 465.3 NA 48.8 742.8** 686.0

Atchison Topeka and Santa Fe Railroad Bridge 336.2 88.50 383.0 NA 88.5 Zero at Gauge at this mile 773.4** 683.9

Liberty Bend Bridge 352.7 70.60 407.0 NA 70.6 Zero at Liberty Bridge 778.0**

Harry S Truman Railroad Drawbridge 359.4 51.30 403.0 33.4 51.3 Zero at Kansas City 753.1** 706.4

I-435 Bridge 360.3 74.80 400.0 300.0 NA 74.8 Zero at Kansas City 781.1** 706.4

Chouteau Bridge 362.4 76.70 423.8 NA 52.9 76.7 Zero at Kansas City 784.1** 706.4

Christopher S. Bond Bridge 364.8 79.50 454.0 NA 79.5 Zero at Kansas City 788.2** 706.4

Heart of America Bridge 365.5 52.00 350.0 NA 52.0 787.2** 733.1

A.S.B. Highway and Railroad Drawbridge 365.6 49.70 395.0 49.1 49.7 Zero at Kansas City 755.8** 706.4

Hannibal Railroad Drawbridge (Swing) 366.1 56.00 200.0 200.0 NA 56.0 Zero at this bridge (Kansas City) 764.4** 706.4

Broadway Avenue Highway Bridge 366.2 86.20 500.0 NA 86.2 Zero at Kansas City 805.1** 706.4

Fairfax Dual Bridge 372.6 73.00 463.0 406.0 NA 73.0 Zero at Kansas City 796.0** 706.4

I-635 Highway Bridge 374.1 73.90 412.0 NA 73.9 Zero at Kansas City 802.9** 706.4

I-435 Highway Bridge 383.3 84.39 415.0 NA 84.4 Zero at Kansas City 805.5** 706.4

Leavenworth Highway Bridge 397.6 71.20 400.0 NA 71.2 Zero at Railway Bridge 816.4** 742.2

Amelia Earhart Memorial Bridge 422.5 52.0* 410.0* NA 52.0 839.82* 784.0

Atchison Railroad Drawbridge 422.6 37.50 155.0 156.5 NA 37.5 Zero at this bridge (Atchison) 795.9** 762.2

Missouri Route 36 Bridge 447.9 69.70 415.5 NA 69.7 Zero at St. Jospeh 861.3** 788.2

Union Pacific Railroad Drawbridge (closed) 448.2 31.50 200.0 NA 31.5 Zero at this bridge (St. Jospeh) 820.6** 788.2

Rulo Highway Bridge 498.0 52.08* 400.0* NA 52.1 909.25* 856.3

Burlington Northern Railroad Bridge 498.1 71.20 365.0 NA 71.2 Zero at Gauge at this mile 909.2** 837.2

* Data from permit Drawings approved by the USCG.

** Low Steel values from 2012 survey
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER 

FEB 2014 COMMERCIAL RIVER TERMINAL

Terminal Facility Town River Mile Bank Contact 

Central Stone Co., Fort Belle Quarry Dock Receipt of sand/shipment of stone Ft. Bellefontaine, MO 7.8 Right Randy Barke Central Stone Co., North Quarry Docks Receipt of sand/ shipment of stone Ft. Bellefontaine, MO 8.5 Right Randy Barke Leuke Hauling, Riverview Quarry Florissant Dock Receipt of sand Florissant, MO 16.8 Right Brian Hachmeister LaFarge/ St. Charles Sand Co. Sand unloading St. Charles, MO 27.8 Right Dave Viehmann LaFarge/ St. Charles Sand Co. Sand unloading St. Charles, MO 28.1 Right Dave Viehmann City of St. Charles, Excursion Dock Dock St. Charles, MO 28.8 Left Scott Sharp LaFarge Corp., St Charles, Dock Receipt of sand St. Charles, MO 31.5 Left David Viehmann LaFarge/ St. Charles Sand Co. Sand unloading Gumbo, MO 43.9 Right Dave Viehmann Washington Sand Co. Sand and gravel unloading Washington, MO 65.4 Right Allen Korman Hermann Sand and Gravel, Inc. Sand unloading Hermann, MO 96.9 Left Steven W. Engemann Hermann Sand and Gravel, Inc. Load out ramp Hermann, MO 97.1 Left Steven W. Engemann U.S. Army Corps of Engineers Dock, Harbor, & Boatyard Gasconade, MO 104.4 Right Owner Capital Sand Co. Sand and gravel unloading Jefferson City, MO 143.2 Left Ray Bohlken Jefferson City River Terminal Loading and unloading dock Jefferson City, MO 143.3 Left Ray Bohlken Hermann Sand and Gravel, Inc. Sand unloading Jefferson City, MO 146.6 Left Steven W. Engemann Capital Sand Co. Sand and gravel unloading Huntsdale, MO 181.6 Left Ray Bohlken Capital Sand Co. Sand and gravel unloading Rocheport, MO 186.3 Left Ray Bohlken Capital Sand Co. Sand and gravel unloading Boonville, MO 197.0 Right Ray Bohlken Skyline Materials Rock loading Glasgow, MO 219.0 Left Bo Parks Capital Sand Co. Sand and gravel unloading Glasgow, MO 226.2 Left Ray Bohlken U.S. Army Corps of Engineers Loading platform Glasgow, MO 226.4 Left Owner Brunswick River Terminal, Inc. Bulk fertilizer unloading DeWitt, MO 256.3 Left Bill Jackson Capital Sand Co. Sand unloading Carrolton, MO 286.9 Left Ray Bohlken Capital Sand Co. Sand unloading Lexington, MO 317.1 Left Ray Bohlken  MFA INC. Grain Loading dock Lexington, MO 318.2 Right Owner U.S. Army Corps of Engineers Government materials dock Napoleon, MO 328.6 Right Owner LaFarge Corp. Cement loading dock Sugar Creek, MO 354.8 Right Terry VanWinkle Holliday Sand and Gravel Co. Sand and gravel unloading dock Randolph, MO 360.1 Left Travis Cope Brenntag Midsouth Asphalt unloading dock Kansas City, MO 360.6 Left Brian Bridgeman Bartlett and Company, Inc. (KCT) Grain Loading Dock Randolph, MO 361.0 Left Rodney Schlatter Bartlett and Company, Inc. (RiverRail) Grain elevator Kansas City, KS 367.7 Right Rodney Schlatter Holliday Sand and Gravel Co. Sand and gravel unloading dock Riverside, MO 371.8 Left Ken Millsap Intercon Loading and unloading dock Riverside, MO 375.5 Left Intercon Massman Construction Co. Materials/ rock loading dock Parkville, MO 385.0 Left Mark Dickerson Ergon Wolcott Asphalt unloading Kansas City, KS 386.4 Right Owner U.S. Coast Guard (Leavenworth) Government materials dock Leavenworth, KS 397.3 Right U.S. Coast Guard Holliday Sand and Gravel Co. Sand and gravel unloading dock St. Joseph, MO 447.6 Left Doris Stobauch St. Joseph Regional Port Authority General Cargo Dock St. Joseph, MO 448.0 Left Brad Lau White Cloud Grain Grain & fertilizer loading dock White Cloud, KS 488.0 Right Joe Kramer 

Missouri River Commercial Terminals and Facilities Kansas City 
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER 

FEB 2014 GAUGE INFORMATION TABL

Gauge Name River Mile Gauge Zero Gauge Datum Gauge Website 

St. Charles 28.00 413.47 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gaWashington 67.60 457.27 NAVD88 http://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gaHermann 97.90 481.56 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gaGasconade 104.80 484.80 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gaChamois 117.40 502.50 Other http://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gaJefferson City 143.90 520.18 NAVD88 http://water.weather.gov/ahps2/hydrograph.php?wfo=lsx&gaBoonville 197.10 565.42 Other http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaGlasgow 226.30 586.49 Other http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaMiami 262.60 621.35 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaWaverly 293.20 646.00 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaNapoleon 328.60 680.24 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaSibley 336.20 683.92 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaKansas City 366.10 706.40 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaLeavenworth 397.40 742.65 NAVD88 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaAtchison 422.50 762.20 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaSt. Joseph 448.10 789.27 NAVD88 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&gaRulo 498.00 837.23 NGVD 29 http://water.weather.gov/ahps2/hydrograph.php?wfo=eax&ga

*CRP Stage at gauge reflects 2010 CRP Values