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.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 ETESECUFITY CLASSIFICATIONK OF T14IS PAI.E (Rhen Dat* Entered)
-* r.it
A C
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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
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STE. GENEVIEVE, MISSOURI
FEASIBILITY REPORT
VOLUME THREE
PLATES
NO. DESCRIPTION
A-i MEASURE 1 - LEVEE
A-2 MEASURE 2 - LEVEE/FLOODWALL
A-3 MEASURE 3 - LEVEE/FLOODWALL
A-4 MEASURE 4 - LEVEE/FLOODWALL
A-5 MEASURE 5 - LEVEE/FLOODWALL
A-6 MEASURE 6 - LEVEE
A-7 MEASURE 7 - LEVEE/FLOODWALL
A-8 MEASURE 8 - LEVEE
A-9 MEASURE 20 - RELOCATION/DEMOLITION
A-10 MEASURE 21 - RELOCATION OF HISTORIC STRUCTURES
A-11 MEASURE 9 - LEVEE
A-12 MEASURE 10 - LEVEE
A-13 MEASURE 11 - LEVEE
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
-
STE. GENEVIEVE, MISSOURI
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
... .... ... ,
-
STE. GENEVIEVE, MISSOURI
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
-
STE. GENEVIEVE, MISSOURI
FEASIBILITY REPORT
VOLUME THREE
PLATES
NO. DESCRIPTION
C-26A STAGE-FREQUENCY RELATIONSHIP - WITH AND WITHOUT PROJECTCONDITIONS - 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
/7 so
-4. - 'k \t /
T -2$r 1iV~fw
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
C)C) [)RV
MESUEE
STEL GEEIEE MISOUR
PLATE A-4
-
CLEOSURE-
LEVEL4 EE
BCji
'PLA4 A-So
COP 3 C DAN
Da CF
14 p~P ST-
-
0~T CFENBxVIEVER~ISSOU00'
OEASUE
APT GATE
Vk~-~~
ST - E --V.MS, UR
MESUE
-
I00 0 300 100SCALE ~ ~ -- um INsE ESR
ORAROA-
4- 2 CM
-
LESR UR
X0 0UVR 300060
4 loo,
-
INi
*DEMOLISHEfD STRUCTUJRES
*RELOCATED STRUCTURES
STE GENEVIEVE, MISSOURIMEASURE 20
400 0 100600SCALE 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
INT 41 RI
-RAOINAGE
-- - 4RdI277" M
-
0~ 000
PLAT R IO
RAINAGE
-
L Ii
72 .0 30 t"
WCL P4FE
W/FPLAT AAT
MEASUR It4 1600.
-
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 FOR
SOUTH 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
-
1 -F
wrEND 11R
-~ END\11RSM L f t
CHNN W--N~k A8k%
go"SID R-
K ~ ~ STE GENEVHIEEP MISSOURIPLNI (ERAT I r~rN 'EON Sa
SCAL NIN FEET AOL(ON
PLANPAT 1A(ECEAIO
FAIIIErO SON
-
ARTOEFOO POTCTO
ST. ENVIVE MSSURPLN2(ECETO
SCABIDG TO E~
BE REMOAVED
UR l f '9p
-
'7'
501 SIDE 50 CREES
OUMP SIE FCRE
STE.. GENV 0VE MISOR
PLAN A G RERAT
CLOSUTR E NO SMA OLL N)E
SCAL SID FEETREE
M - BRDG
AR FFLO ROETO
I LJ I'
-
G4
STE. GENEVIEVE, MISSOURI
_________________PLAN 4
PMATS A-21
i~ 40f.
-
BOUNDAR~S
01
4- , 180* LA
50~ 140
404
o. -f-
20
-
. 124PRAIRIE DU ROCHER
LEVEE DISTRICT
144
ope- -' R N l 2 o*2
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, MISSOURI KEC-I SCHEMATIC
NORTH AND SOUTH 6ASOURI CREEK lSAIINSj U.S.L AMY ISMOISAEII inSTIRCT, SiT. LOUISIlI. ,OUI o OPLATE C-2
-0
-
'7m
0-00
N
0-0
0
0
ww z0
w~ -u
> 40
0 oa W
it - 0z a
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p- agool fo 04 iM *A*9 N) 1 34 N NOI VA31 PLA E C -
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uAS
awow.col
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a a
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2 00
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CO A*S N) 133.4 NI N01J.VAf3
PLATE C-5
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420 ~-
i4i
280-
I&I
11000 1200 14.0 16.0 1B-
RIERMI
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(.J~~~~~~~~ T__ _ _ _ 1__ _ _ _ 1__ _ _ _ 1 ~ 1+ -- ~ 1 1 1~If__ __ _ _ i'~~~~-
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U-_______ II'-
C,)
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- -YA FLOO W> _ _
- - -~-----, 250-YEAR FLOOD
10-YEAR FLOOD -w25-YEAR FLOOD
5-YEAR FLOOD
STREAM DID
10 126.00 24.00 30.00 1PLATE C-O
-
4AA
X.AA
AlA
'Il
-
MISSISSIPPI RIVER FLOODING
JRSAN DE.IGN FLOOD LIMITS
(500 YEAR FLO00 LIMIT
S,
-.00 'EAR FLOO LIMITS
975 FL000 LIMITS
KATI C- I
I " o
fm o
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AIL
Ah,
10P.
4k
k7
4z, If# I
AL
4S,
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. 40"
-
MISSISSIPPI RIVER FLOODIN46
URBANi DES.. LCOD Ll.t
I(500 YEAR I -)OD LI.US)
: ~- 003YEAR Fi) (D LNINTS-- 973 FLOOD -1ITS
CI f' 4E-' m)avI 1
14
-
tA# Ile4
o'.4.
-
MISSISSIPPI RIVER FLOODING
,0 EAR L-oob LIMITSK V..... . .... ...o.
T II
-t-F C-.. ,
-
1/1SOP RIVER FLOODING
.lb ~- ANd DESIGN FLOOD LIMITS- - .0 F LOOD LIMITS- - 5T FLOOD LIMITS
SI G-E IE E O i.NT
PLT @-t
* ' .' PSI /
-
li z 0 -
4c 0OW z I o-1111, 0 0
(" a
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Z0DN z3~N OIA1_________ PLTE)< 1
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(09N 33 N I ----- -A< 3 PLATE Ill.111 Til g (L0til . 1 1 1. Til ... ( 2 -y W AI. T UJI . W
(1) U)
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4104
* . .. . . .
..................................................... ......... ....
IIII
36 ..... ...
. . . .S.R.AM .MILES.A.O
-
4*,~ .........4 4
. . .. . . ,. 4 . .. ... .- .
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... . .. .. .. .. ... ..
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.. . . . . .... . ...... . . . . ....... .. .. ** . ........ 4.4
~: :
.. . . . . . .. . .. ..... ... ~*.-.-4-4
, I . ,,, -
1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4'-AM MILES ABOVE MOUTH
-
a .. , ... w
. .... ...
t . . . . .
0
E)e-e-- e ESTIMATED SPF]... E3 -E3 500 YEAR FLOOD
10 YEAR FLOOD
25 YEAR FLOOD
2 YEAR FLOOD
24
1 -10
-
+*J t
+
If4 ,~ I
..
.+ 4
410 _ 11 i fi l3400 -...
.... ... .... . ...... . . . . . . . .. . . . . . . . . . . . . . . . . . 4
... .. .. .. . . .... .
... ... ..... ~ .......
13-
370~ .....
~360
. ...........
----
------
ST R
-
.4 4 ... , . . . . .
. . . . . . . .
44 4A ... ..
I-till
_FT-TFTT-T2
STEA MIE ABV MOUTH f
-
w
ak . . . . . .
* v . .........
LA a)..... .. .... .w
0)
- - - - - -
Cf)
..... ESTIMATED SPF
EB-E3 -- 500 YEAR FLOOD >6 6 -- 100 YEAR FLOOD UP >
S50 YEAR FLOOD>
2t YEAR FLOOD10YEAR FLOOD
---- 2YEAR FLOOD
2-5 2.6 2.7 2.8 2.9 3.0
FLA C-45
-
a -W
'I Ir
e* *lik
I- 4W
--- Lm
.3-P
/4
-
Is
* "' -TRIBUTARY FLOODING,T.ND.R2 PROJECt FLOOD
IMITS
loo EAR FL000 LIMITS
.. . . , EAR FLOOV L I T
.. .. ... ....
V40
ST E GENEVIEVE. MO ik VIC1NITV
N .,, c 1.'3 ..
-
t
Z W00w w Ki 2 IS. M 0
w
z w cp
(GAPE~~~~~ 14zO±A1 LT -T__________________ -~- - t- -i -'- fL~
W it£
.. .. .. .. .. .
-
n2 02
MEASURE 5 MEASURE 6
*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.NIPLATE 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, MISSOURII HEC-I SCHEMATIC
FOR MEASURES 7 AND S
M7TR AVAILABLE INTERIOR U.S. ARMY 9E46eaUR DISTRICT, St. LOUISSTORAGE _________O__11101 ___11__SST. LOUIS. MO."
PLATE C-19
. .. ..........- A !
-
0000
~~~a w IW I )z z z Zi & a
OUi 0 wIw w.
co (a w4a 0
lp~ 0
0000 w
22111490
-0IDN
40
(CAN w39N OIA-3PAEC2
I1r
-
C4,bU
4 -u
IL0
I-oj j
40 01
-0'~0
Qg z
0
00
2%
10
- PLATE C-21
f lb
-
N
/A I NJ 1;.
.0075 : LA
%ft. , -_ fPRi
*-ftI .00
or .5
.f
-
I Tf
P/ ml'2 P AR E DU R C E
Il N LEE MIED..R NISTICTS.O
95 0 /910I~R c~sopW~
LAAT C-t2HA~~~7 -E-~-
-
i*
EiIGi? SORj
PUMPING STATION GRAVITY DRAIN
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,t ______________PUWMW STATION AND ORAVITY DRAIN AT GOP.
P o1 INTERIOR STORAGE U.8. FOR, EASU ,..R" IAREA j =,,T. LOUlI,. .s
PLATE C-23
.. , . . . --Y -. -, . i-l.
-
@GDISTOR GD3STOR
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
AR' , comes o, KNOIN..s
PLATE C-24
-
..... 8 ttt#T ......
Ir M0 w
uus
IR
i
i
14,1
(Q~gN "1 1) NO................2
.. ... .. .. . .. . . . .
-
-41
- 1
6= - ... .I .. -I
-4 - TI7tOUS 7. ::-C~~PLTEC-W
-
2 .... ...... . . . . ..4. . . . . .
.. .......
1. ....TIM (.U S PLT .C-... ... 8
. . . . ... . .
-
FEBRUARY MARCH APRIL MAY JUNE
400 .. 510 152025 510152025 510 152025 5 10 1 52025 510 15 20 2
LU±
... .....
390:::T:-T-
7.h
-104.2.. ..01 202 5101 202 51 15 02..052FE::qA: MA.C APRI MA.
CFSTE GENEIEVE -- ISSOUR-
-400
t- 7-7:... ... ....
-
to
I FHl I I I I I I I I till 11111 1 1 1 1 1 LI-IA 0tillJill) w
tat 4-' - U) >
IIIH
it till > Z1_1 4 I [if 5 La IS 0r > RZU).-I ll I L-M I w w
-
0L
---- ... . . . .-
11111,, H_
1~ ~ 4.' 1104
I q I I I 11 i tI I l l[ i t 1 -. 1
-
, L
'11
wo
-
LNO FOR TRIBUTARY MEASURESMAL LEVEECANNEL WIDENING GABIONS ONBOTH 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
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