ad-aisi ste geevieve missouri feasibility … ad-aisi 2111 ste geevieve missouri feasibility report...

.7 AD-AISI 2111 STE GEEVIEVE MISSOURI FEASIBILITY REPORT EPLOOSCOIITRL STUDY F I .HISTON..IUI ANY [MINER DISTRICT SI

UNCLASSIFIED LOI I0/ NL

I/Ill/I/I/I/

IIIuIIIIIIIIII~IIIIIIIIIIIII

El."".IIIENDI i mIIIIII

II...- *-I~ E= __

11

I

STE. GENEVIEVE, MISSOURIFEASIBILITY REPORT

Go

FO H IOIC ST . EIEV 80061

N"- a

tDT[O

WIN" CopELECTE

~&LisVinbLt NOV 2 98±o-. v~ 2.be in, b-cI( 012d

A~m

! FL OD CONTRO STUD

' ;', 'U 1 18 149_ __'""JUNEUS "

..... ,~ - __ _ _ __ _ _ __ _ _ _

-1e

SECURITY CLASSIFICATION OF THIS PAGE (Who.n Date 1Entered)

READ INSTRUCTIONSREPORT DOCUMENTATION PAGE BEFORE COMPLETING FORMI REPORT NUMBER 2.GOVT ACCESSION NO. *RECIPIENT'S CATALOG NUMBER

4. TTLE and ubtile)TYPE OF REPORT & PERIOD COVERED

Ste. Genevieve, Missouri Feasibility Feasibility ReportReport (Flood Control Study For Historic PEFRIGO.RPRTNMRSte. Genevieve - 80061) Vol. 3, Plates for Append PesEFRIGOG EOTNIIE

7. AUTHOR(&) 8. CONTRACT OR GRANT NUMBER(-)

James Zerega David GatesGeorge Knight Daniel Marshall not ApplicableJohn Brady Dennis Woodruff

7. PERFORMING ORGANIZATION NAME AND ADDRESS 10, PROGRAM ELEMENT PROJECT, TASKAREA & WORK UNIT NUMBERSU.S. Army Engr. Dist., St. Louis

210 Tucker Blvd., N.St. Louis, MO 63101

TI. CONTROLLING OFFICE NAME AND ADDRESS 12. REPORT DATE

June 198413. NUMBER OF PAGES

14. MONITORING AGENCY NAME & ADORESSI difforent frow Controlling Office) IS. SECURITY CLASS. (of this report)

U.S. Army Engineer Div., Lower Mississippi ValleyP.O. Box 80 UnclassifiedVicksburg, MS 39180 IS&. O~EAS[F1CATION/ OWNGRADING

IS. DISTRIBUTION STATEMENT (of thfs Reporf)

Approved for release, distribution unlimited

17. DISTRIBUTION STATEMENT (of the abstract entered In Slock 20. If different fromt Report)

1111. SUPPLEMENTARY NOTES

1S. KEY WORDS (Continue on revere side If necessary end identify by block number)

20. ANSTIACT (Cutht as reverse efif N nacestwy md Identify by block number)

'*-eport addresses the feasibility of Federal participation in a floodprotection project for the historic community of Ste. Genevieve, Missouri.The town was founded in the 1700's by French colonists. Much of thecommunity has been designated a Registered National Historic Landmark.Flooding is primarily from the Mississippi River. The proposed planincludes a major levee and pump station, tributary channel widening andother features, and costs $33,580,000 at October 1984 price levels.Benefits Include histoi Irsrvto an auitin nFnd AA~rigm-

DO ~?,,343 JEDITION OF I NIOV S5 IS OSSOL ETE

SECUFITY CLASSIFICATIONK OF T14IS PAI.E (Rhen Dat* Entered)

-* r.it

A C

iDEPARTMENT OF THE ARMYT. uW almiT. wI W mum"210 TUCKER BOULEVARD, NORTH

f lHi, o III.,tl

STE. GENEVIEVE, MISSOURIFEASIBILITY REPORT

FLOOD CONTROL STUDY

FOR HISTORIC STE. GENEVIEVE - 80061

Accession For

NTIS GRA&lDTIC TAB F]Unannounce dJustificat ioll-

VOLUME THREE By------Distribution/

PLATES FOR APPENDICES Availability Codes_

Avail and/or

Dist Special

June 1984

plate3: -

U.S. Army Corps of Engineers ions will bc ia bc d

St. Louis District white'

Lower Mississippi Valley Division

-ta

i4

- : ~IL ,,'I,

STE. GENEVIEVE, MISSOURI

FEASIBILITY REPORT

Volume Index

Volume One - Main Report

- Final Environmental Impact Statement

- Public Views and Responses

Volume Two - Appendix A - Plan Formulation

- Appendix B - Public Views and Responses

- Appendix C - Hydrology and Hydraulics

- Appendix D - Design and Cost Estimates

- Appendix E - Cultural Resources

- Appendix F - Ecological Resources

- Appendix G - Recreation

- Appendix H - Economics

- Appendix I - Endangered Species Coordination

- Appendix J - U.S. Fish and Wildlife Service Coordination

- Appendix KC - Clean Water Act (Section 404 b) Evaluation

Volume Three - Plates for all Appen~dices


FEASIBILITY REPORT

VOLUME THREE

PLATES

NO. DESCRIPTION

A-i MEASURE 1 - LEVEE

A-2 MEASURE 2 - LEVEE/FLOODWALL




A-6 MEASURE 6 - LEVEE



A-9 MEASURE 20 - RELOCATION/DEMOLITION

A-10 MEASURE 21 - RELOCATION OF HISTORIC STRUCTURES




A-14 MEASURE 18 - CLEARING AND SNAGGING, SOUTH GABOURI CREEK

MEASURE 19 CLEARING AND SNAGGING, NORTH GABOURI CREEK

A-15 MEASURE 12 - CHANNEL WIDENING, SMALL LEVEE, BRIDGES,SOUTH GABORI CREEK

MEASURE 13 - CHANNEL WIDENING, SMALL LEVEE, BRIDGES,NORTH GABOURI CREEK


FEASIBILITY REPORT

VOLUME THREE

PLATES

NO. DESCRIPTION

A-16 MEASURE 22 - NON-STRUCTURAL MEASURES

A-17 MEASURE 16 - RECREATION FACILITIES

A-18 PLAN I

A-19 PLAN 2

A-20 PLAN 3

A-21 PLAN 4

C-i BASIN MAP

C-2 HEC-i SCHEMATIC - NORTH AND SOUTH GABOURI CREEK BASINS

C-3 TYPICAL CROSS-SECTION - MISSISSIPPI RIVER AT RM 122.66

C-4 TYPICAL CROSS-SECTION - NORTH GABOURI CREEK AT RM 1.61

C-5 TYPICAL CROSS-SECTION - SOUTH GABOURt CREEK AT RM 2.014

C-6 WATER SURFACE PROFILES - FUTURE WITHOUT PROJECT CONDITIONS- MISSISSIPPI RIVER (RM 109.9 - 136.0)

C-7 to C-lO FLOODED AREA MAPS - MISSISSIPPI RIVER

C-11 STAGE-FREQUENCY RELATIONSHIP - CHESTER GAGE

C-1 STAGE FREQUENCY RELATIONSHIP - LITTLE ROCK LANDING GAGE

C-13 STAGE-FREQUENCY RELATIONSHIP - BRICKEY'S LANDING GAGE

ii

... .... ... ,


FEASIBILITY REPORT

VOLUME THREE

PLATES

NO. DESCRIPTION

C-14 WATER SURFACE PROFILES - FUTURE WITHOUT PROJECT CONDITIONS- NORTH GABOURI CREEK

C-15 WATER SURFACE PROFILES - FUTURE WITHOUT PROJECT CONDITIONS- SOUTH GABOURI CREEK

C-16, C-17 FLOODED AREA MAPS - NORTH AND SOUTH GABOURI CREEKS

C-17A ELEVATION - PUMPING CAPACITY - MEASURE 2

C-18 HEC-i SCHEMATIC - MEASURES 5 AND 6

C-19 HEC-1 SCHEMATIC - MEASURES 7 AND 8

C-20 ELEVATION-STORAGE RELATIONSHIP - MEASURES 5, 6, 7 AND 8

C-21 TYPICAL CROSS-SECTION - MEASURE 12 AND 13

C-22 BASIN MAP - MEASURE 9

C-23 HEC-i SCHEMATIC - PUMPING STATION AND GRAVITY DRAIN ATGD2 - MEASURE 9

C-24 HEC-i SCHEMATIC - GRAVITY DRAINS GDI AND GD3 - MEASURE 9

C-25 ELEVATION-STORAGE RELATIONSHIP - MEASURE 9

C-25A DISCHARGE HYDROGRAPH AT GD2 - MEASURE 9

C-25B INTERIOR STAGE HYDROGRAPH AT GD2 - MEASURE 9

C-25C 1973 FLOOD STAGE HYDROGRAPH AT GD2 - MEASURE 9

C-26 INTERIOR PONDING STAGE-FREQUENCY RELATIONSHIP - MEASURE 9

4iii

A!I


FEASIBILITY REPORT

VOLUME THREE

PLATES

NO. DESCRIPTION

C-26A STAGE-FREQUENCY RELATIONSHIP - WITH AND WITHOUT PROJECT

CONDITIONS - LITTLE ROCK LANDING GAGE

F-i FISH, BENTHOS AND WATER QUALITY SAMPLING SITES

K-i SECTION 404 JURISDICTION

iv

9

p!

v,. . .. I I . I" , -

2 0

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STE GENEVIEVE, ,MISSOURIMEASURE I

400 0 00 '0

PLATE A-1

S-

_JN

SCL IN FEE

MEASURE 2-

400 0 00 IL0

\h-

(X

STE GENEVIEVE, MISSOURIMEASL-E 3

400 0 800 1600SCALE IN FEET

PLATE A-3

6 ' 40

DRAIN

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MESUEE

STEL GEEIEE MISOUR

PLATE A-4

CLEOSURE-

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*DEMOLISHEfD STRUCTUJRES

*RELOCATED STRUCTURES

STE GENEVIEVE, MISSOURIMEASURE 20

400 0 100600

SCALE IN FtET

PLATE A-0

* K * *

YOM/ ~

4,4

T7 I

HISTORIC STRUCTURES TO BEREiLOCATED

STE. GENEVIEVE. MISSOURIMEASURE 21

400 0 600600S-CALE IN FEET

PLATE A-I0

-IIF

MEASRE

N00 ER60 60CAIAE EEf

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72 .0 30 t"

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PILL

STE GENEVIEVE, MISSOURIMEASURE 19 (SOUTH GABOURI CREEK)

400 0 g00 1000 MEASURE 19 (NRT GABOURI CREEK) fSCALE IN FEET

PLATE A-14

4 7

~.1. 04

LI IEND FOR TRIBUTARY MEASURE

BOTH SIDES OF CREEK

CHANNEL WIDENING - GABIONS ON

CHANEL WIDENG C ABINSE O

NEW BIDEORE

-ART OF FL.OOD PROTECTIONItNDSTE. GENEVIEVE. MISSOURI

MEASURE 12 - CHANNEL WIDENING,

S MALL LEVEE. AND BRIDGES FORSOUTH GABOURI CREEK.MEASURE 13 - CHANNEL WIDENING,SMALL LEVEE , AND BRIDGES FORNORTH GABOURI CREEK

400 0 BO2 160 /SCALE IN FEET

PLATE A-1S

. .......

STE. GENEVIEVE, MISSOURIMEASURE 22

400 80 1800

SCALE Pi FEET

PLATt A-1E

I - ~ - -

NOTE RECREATION~ FA~kTfS ',HCON ON MAPALL R ECREAYION FACILITIES ARE ON(

FLOOD CONTROL LANDS

T, -BKI ILO O

STE GEEIEEISOR

ItI

MEASURE A16

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wrEND 11R

-~ END\11RSM L f t

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K ~ ~ STE GENEVHIEEP MISSOURI

PLNI (ERAT I r~rN 'EON Sa

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BE REMOAVED

UR l f '9p

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PLAN A G RERAT

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LEVEE DISTRICT

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STE GENEVI EVE. 10.

BAS IN MAP.5 0 1 MILES U.S. DUw 113 DSIMCT. St. Lhhs

PLATE C-1

©10

NORTH GABOURI CREEK SOUTH GABOURI CREEK

LEGEND

~SUBAREA NO.

II\. RUIGREACH r STE. GENEVIEVE, MISSOUR

I KEC-I SCHEMATICNORTH AND SOUTH 6ASOURI CREEK lSAIINSj U.S.L AMY ISMOISAEII inSTIRCT, SiT. LOUISI

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*UNIT HYDROGRAPH REPRESENTS COMBINED 14YDROGRAPH OF AND

LEGEND

O SUBAREA NO.

ROUTING REACH STE. GENEVIEVE, MISSOURI

HC1SCHEMATIC_ _ FOR MEASURES 5 AND 6[M5STO AVAILABLE INTERIOR U.S. ARMY KNOINIR DISTRICT, ST. LOUIS

STORAGE I Louis, OPNo.NI

PLATE C- IS

'7,7

I6

0770

(1 @5O

MEASURE?7 MEASURES8

*UNIT HYDROGRAPH ()REPRESENTS COMBINED HYDROGRAPI4 OF AND

LEGEND

SUBAREA NO.

ROUTING REACH [ STE. GENEVIEVE, MISSOURI

I HEC-I SCHEMATICFOR MEASURES 7 AND S

M7TR AVAILABLE INTERIOR U.S. ARMY 9E46eaUR DISTRICT, St. LOUIS

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AT GD2 AT G02

iNOTE'

UNIT HYOROGRAPH ) REPRESENTS COMBINED NYOROGRAPHS OF(10 THROUGH

UNIT HYDROGRAPH 95 REPRESENTS COMBINED HYOROGRAPHS O(0 ANDAN

UNIT IIYDROGRAPH 15REPRESENTS COMBINED I4YROGRAPI4S OF 10, 110 AND@UNIT HYDROGRAPH I REPRESENTS COMBINED HYDROGRAPIIS 0 130 Q AND

LEGEND

( SUBAREA NO.

GREACH STE. GENEVIEVE, MISSOURI

ROUTING RHEC-I SCHEMATIC~~~~~FOR MEASURE 9sT .. ~.,o.--- ,.* 0,

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PLATE C-23

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GRAVITY DRAIN GRAVITY DRAINAT GDI AT GD3

LEGEND

(" SUBAREA NO

ROUTING REACH SE. GENEVIEVE, MISSOURIHEC-I SCHEMATICFOR MEASURE 9

!_ _ GRAVITY ORAINS AT GO, ANO G03GDISTOR INTERIOR STORAGE U.S. ARMY :ENI.Et DaStRICT, ST. LOUIS

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SMAL LEVEECANNEL WIDENING GABIONS ON

BOTH SIDES OF CREEK

. . . . . . . . . . . . . . . . . . . .CHANNEL. WIDENING - ABIONS ONONE SIDE OF CREEK

PART OF FLOOD PROTECTION

// LAND

STE. GENEVIEVE, MISSOURIPLAN 1 (RECREATION

FACIUTIES NOT SHOWN)

PLAI K-i

777. .. .... ... . ....

DATE

,ILMED

ad-aisi ste geevieve missouri feasibility … ad-aisi 2111 ste geevieve missouri feasibility report...

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