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AD-A106 295 ANDERSON IN MING INC SPRINGFIELD NO F/6 13/13NATIONAL DAN SAFETY PROAM. VAN MYR DAM (NO 1065), NISSOURI--ETC(U)DE 76 DE N Y EALy S L GRADY
OACW43$8-C-O07OUNCLASSIFIED NL
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MIUOURU -VANJM5 CITlBSI
VAN E DAM DTICiA.i cou,, ..mu, ELEtCTElSAEumt P-woT
PHASE I INPECTrON mu EFOTNATIONAL DAM SAFETY POGRAM
lPlF4U~ U: U. S. JmV NmN BiK1~, U, Iat.
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IePOIT DOCUSINTAYIOW PAbf~r ' *'
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INSTRUCTIONS FOR PREPARATIO4 OF Rt.PORT DOCUMENTATION PAGE
K -Q~i~ 4t llITl"Y rh ct.lr h Dlt -ft , l, *,[I I. recp,.fl%ibl'. f,. , ompletin .) ,th Report Do), umentatiun Page, DD Form 1473. ithri.. r icfr'i *ie- ee'.t f', Ii I I'M)es) c "r1 icfl ci n%
c. OS(I' Ic A rkifd ..14 , e thie, * -.i -i' c*rr L n ti 1 . PV 1 ,rne 147 j,. us d n preparing vafiriunc ements, bibliographies, and dote
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C OMP IT ION GUIDE
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'IDEPARTMENT OF THE ARMY
ST. LOUIS DISTRIC'I, CORPS OF ENGINEERS210 NORTH 12TH STREET
ST. LOUIS, MISSOURI 63101
* - **t , *iUt*6t VO
SUBJECT: Van Meter Dam (Mo. 10658), Phase I Inspection Report
This report prosents tho rsults of field inspection and evaluation
of Van Meter Dam (Mo. 10658).
It was prepared under the National Program of Inspection of
Non-Frderal Dams.
The St. Louis District has classified this dam a- onsafe because of
heavy tree growth on the downstream face, excessive seepage under
the dam, and a highly ,.rodihle spillway.
K. l' "
, ,
SUBMITTED BY:
ch-ief,- Egine-rin -Division Date
APPROVED BY:Colone I, CF., i-strict Engineor Date
I
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A 1 l-N 1)1 I S
Sheet
AIT 1 ) 1IX A
v i cin ity Matp ( Woodw~aid - :1y'dc- She ra rd )P lan 6)p ical Sect ions- (Wl-C -S)
me rgency Sp ii I way ( W - C: - S)3111-ina ry Sp illway (R,1ussell t Axon) 4
itp-.ervatio C0 (ommiss 5ion Report 1-4
.t ate tcoIo~ i st Letter 5
r P i n 1--- D esi gn Report0i I'iot i e I - S D~esig U ,'Cl&)olt/
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"'r
SECTION I IPRO, PIf INFORMATI ON
1. 1 GLNNLRAL:
A. Authority:
'ile National Diam Inspection Act, Public law 92-307,authorized the Secretary of the Army , through tihe Corps oflngincers, to initiate a program of Safety' inspect ion ofdams throughout the lnited States. PuIrsuIant to the above,the St. Louis District, 'orps of 1ngineers , iiistrict ILni-neer di rected that a safety inspection be made of Van MeterDam in Sal ine County, NIissouri.
B._ turpose of I nspect ion:
'Ine purpose of the inspcc t i on w as to mae an m asj e wn tof t lie general conditi in of t ile dal; , ith rcp . t t cc v
based upon avai 1laFlc10 dat a and a vi isuWil inlsp c t incu ill rto determine i f the dam poses li;i a-tids 0 11 ii i i i i a
1 ()p rt y.
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.7 ~~MEMORAND)UM DI ~2~~#
i now ero D. brmhtv-
TO- Floyd Q. Lusa f
S1IWECI: &CMU .1a of Lksits -a YA M $It~ Late Park
Thc gimaral soil tnpe LS . W ~l silt 10"ti. 4 1040$il 0: ViAd e0pital Ecil:. 7fullciiu4 perc.mts are'tokas tt the Ristnuri St~te RighWay D0lls 4.A-29al: Be-!
5 to 71 gilt -71 to 611 Clay -,23 to 291 Ittaislad in Po. &'W acre"~ - 0.4
in () isoa~ay betvwat top 91-l7.i' Prove silt loi~-- soft -0Of Ulu ff s-A 30' vat".t~ltO~ wl "trbn
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2) 1 -3' Pro'q silt los.x .zA brcyLc?. zc:i4.
3 (4) Conterlitis of crook At 61-12# Ert,', -olly silt ltlken 111Z64t OLtMs Of GOrtbh 16101. uLtht isrs- "Arcm rck.ibast i.v~o a tur 124
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(crack Ch azol balc vsut allo-t 2 ftt ~L £ £0 ?Lo' Of wilt. tt'L- ulel with 11&ru. brokc,raok.) .
4 11) In~ neek- MttA*t Sum rz.,l silt lc=~ kvt4
4' upstrea orm3 1. 3 kfa~J rock.vua sbout 29 of Ce fI it A7M i o r-welly $A-14y clay loeu.
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5 (..Xdlse oto t~ .6 to ~ I - '! silt lowsn vith comilraK
SHEET IIAPPENDIX B
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as ' . . Wtecuse o Am o-I :r,v2 silt Io,.%.at at Md. 9' (a-1710) Very dry btc-."n .i I. ... ,
£1%ry Lxture.
lbVt 33' meat ef i. 0o1.-1 Ire" silt lows.
j6),11'-17.,' Dry br..-,vn silt Joe=.
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atn tLi Wapsillbla $I go D)ry bruv lit loan.
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_ .SHEET 2, APPENDIX B
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SHEET 4, APPENDIX B
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July 21. 1960
Mr. Joseph Jaoge7Director of ParkeMissouri State Park BoardP.O0. Box 176-1206 Jefferson P,iildingJefferson City. Missouri
Dear Mr. Jaeger:
On July 18 1 had the pleasure of inspecting the proposedreservoir at Van Meter State Park in conjunction with Mr. Coates, Mr,Grogger,'and Mr. Culpepper. A careful inspection of the abandonedlimestone quarry near the p~rk and geologic conditions in the reservoirarea reveal nothing of an unsatisfactory nature geologirally an relatedto th,9 proposed reservoir. There is no evidence of rmarket' solution.oink holes. or other natural undergroun~d drainage which rmight cauce ex-cess leaking of the reservoir. Bedrock is exposed in the streamn valh yin the reaervoir area and it appears that an excessive amnount of trenct~ingwill not be needed to place the dam on reasonably solid rock.
11
Throughout much of the restervoir area. bedroch in cnceLledwith the exception of in the stream bod and the major visable rmaterial tiqloses., which is predominantly sillt in the lower part and con~tains a eclay fraction in the upper part. The major problem app ears to be one offinding sufficient material for conctruction of the dan, in vie% of the % (. r ylow clay content of the lower part of the loe~s. I conicur wi~th Mr, G3rodigerin suggestn 3 that ad~ditional boringa be made to make certin that sufricientplastic material to available for construction of the dam. -And I hl~eveatll of us agree that loakage does nut appear to bo a ii,ajor proulem
As you undoubtedly realize, one cannot make a 10'% R-.4aranteson any reservoir site, but this one is. in m~y opinion, a satisfactory .,ueit sufficient m~aterial can be found.
'Aith personal roga-!,,
,tatp (e o loi s., S H E E T ', A P P L N U AX
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SHET9 APNIX 8c
SAL J I Y V~ I 2o(R
ItN A CIT
c Ati
STA ILTY %'AIY':S fI N
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Ru s uIL oi a] I the tests j, :, lted ar., 1 S.'!t t'd I, tb, S U 1ilij I
Table, asid oi Fi;IrI- 1 tl:l(I , i, I It Is I it 'd :..1 1 1, .. 3. .
alld 5, presc.ht tLe r-esults ol t .a, :.--I/ dtlti ixi at lo,.w , i. :lt.
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lilt' ~ ~ ~ ~ ~ ~ ~ SHE 10~ll' APPENDti'Ill~ti' t~ 1:' I l Ilt't~ tlIX 8
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• .... .... ,.... .. .....SHEET 121/1.PPENDIX 8__
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______________ * .** SHET-3APPENDIX 0
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._.
.E 1 E3
SH[ETI14,APPENUIX EB
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SHEIET 15,APPENDIX 8
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SHEET 16,APPENDIX B
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$WET 17PPENDIX eUETER D4W
-A I ' L (04 T Y %J 'I Sb jIMISSOUR! STATE. I ARK tl(..ARD
WOOD*ARo- CLY' -5.C-ARO & ASS CSOIL ANO rOuNOATION (NmGim(C4
ItAN3AS ci ry UISOA
r c i e I 12
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SHEET 18, APPENDIX B
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