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WSP01772
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Last modified
1/26/2010 12:32:43 PM
Creation date
10/11/2006 10:38:49 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.128.A
Description
Silt Project
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
12/1/1940
Author
USDOI - BOR
Title
Report on Silt Project-Colorado (Draft of Project Investigations Report No.48) - Part 2 of 2
Water Supply Pro - Doc Type
Report/Study
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<br />C) <br />in <br />..,; <br /> <br />SpilJ.n7 ~cltT - 12,000 S.F. <br />outlot Capac1tT _. I.SO S.F. <br />Sto..... CapacltT - 10,000 A.F. <br />Davie Ditch SupplT 10 S.F. <br /> <br />UlIDD SUTlIS <br />DBPAII!lIEII'rOF _ DJrllllI<E <br />IIlII&W OF IlillLAII.l.TION <br />1IBSTJlllN SLOPE IHV1lST1lIATIOIIS - SILT RlOJ!I:T, OOW. <br />RIFLE oa D.!Il <br /> <br />ll-22-tO L.E.T. <br />Crnt El. - 6954 <br />_. ..S. El.- 59t8 <br />....S. El. -0$910 <br /> <br />o <br />z <br />~ <br />'" <br />.... <br /> <br />ITEM <br /> <br />.^~ <br /> <br />TO <br />..-tion <br /> <br />. <br /> <br />a"rt.. <br />.. <br /> <br />cluSe8 <br /> <br />in. <br /> <br />cu.t tor outlet <br /> <br />B:Ecantion <br />... <br />Tone oinbo <br />:tation to daIl ,Jlbana.nt <br /> <br />.~ rock a.tock ..,11.. <br /> <br /> <br />RocktUl on dOwnltnara do . ot ubankMnt <br />Ri II. on u. tr... do or .1Iba.nkaellt <br />riDraD for II <br />Conetruction 4-inch .u.a.ter after- i draiu <br />w1l.h 1mc.mted .1oint.a eJabedded in .,.d <br />ConatnlcU 6-inch d..i.ueter .ewer- 1 dra1na <br />ri\b unceaented Dints ubedded in ....1 <br />CODlltruCU a-tnch diameter aner- draiDII <br />with uncuented ointe .-bedded 111 aTel <br />Conatruct l~1ncb di_ter aner-nlDl1 dra1u <br /> <br />ita cd trana- <br /> <br />nth unc..nted oint. eabedd.ed in aTel <br />Dr.1 'to hol.. not more 25 teet de <br />Dr ut hol.. :.;) . t 25 teet de. <br />and 1... than 50 teet de'l! <br />Dr! ... and ut hol.. tor au let <br />Inat 'to and <br />Praaure u <br />Concrete in a t <br />Concrtlt. channel noor and .t111in. basin nOM" <br />ConaNt. lidna.l.h and counterlortl tor <br />. il.h' <br />Con~. tor cr.at ot lIS <br />Concrete in tl"uhrack at.ru.ctUl't <br />Concrete in t~ and ahatt llnill2' <br />Concrete valye houa. <br />Conent. in tunnel aDd. ancbor. <br />o~truction t y. ho .. <br />Porous concrete under l!m1l1wav 110 <br />1&0 in! b <br />t anchor> 0 III ill <br /> <br />nt~. <br /> <br />Shut in . <br />Darl. di wa 8U <br />Br1 oyU" . UlwAV <br /> <br />total. <br />Conti Dei.. 2.0 DlIPcent. <br />bto <br /> <br />Superint.wience and acoov, <br /> <br />1_110 ' <br />, <br /> <br />" <br /> <br />t-ot """ <br />tel.. . line. <br />relocat1oa. <br /> <br />lin.. <br /> <br />* <br /> <br />MA!_ERIAL. AND <br />LABOR FURN ISHED <br />BY THE <br />CO'N.T'1UCTOR <br />... UNIT TOTAL <br />~ COST COST <br /> <br />QUANTITY <br /> <br />AMOUNT <br /> <br />. <br /> <br />ann <br />~ <br /> <br />11 000 c 0.75 <br />880 000 c 0.27 <br /> <br />00 <br />17000 c 0 <br />050 <br />000 0 <br />154 000 c O.:!O <br />22 000 0.<0 <br />1 500 c 1.00 <br /> <br />5 400 lt 0.50 <br />2 '100 lt 0.55 <br /> <br />2 700 It 0.80 <br /> <br />600 lt 1.00 <br />It 1 <br /> <br />MATERIAL <br />FURNI8HED 8Y THE SUMMARY <br />GOVERNMENT <br />UNIT TOTAL UNIT TOTAL <br />COST COST COST COST <br /> <br />~ : <br />~~ 000 <br /> <br />~C-ct <br /> <br />8250 O. 8 <br />25' 800 O. tEl 800 <br />6 100 03 ~i <br />0 <br />7 <br />10200 0.8 <br />8000 0.4 <br />1500 1. 1 00 <br />1.00 0.20 1 880 0.. <br />1485 0.80 810 0;86 2 2116 <br />2 160 0.40 ceo 1. <br /> <br />800 <br /> <br />360 1.80 <br /> <br />0.60 <br /> <br />i~~~~ <br />i= ~ ~ ffit <br /> <br />1500 000 000 ~ <br /> <br />3 350 <br />2300 <br />20 <br />000 <br />o <br />00 <br /> <br />!1Jm <br />N<\~ <br /> <br />-Ala. "n:; <br />~ <br /> <br />a.. <br /> <br />13.00 <br />800 <br />20.00 <br />16.00 <br />3 .00 <br /> <br />.. 00 <br />2 0 ,".!OIl <br /> <br />4 550 S.50 . 16.60 <br />18_ S.SO 8050 1ll.50 <br /> ,400 3.50 .0 .. 0 <br />12 000 6.00 4000 20.00 <br /> 900 4.00 120 154.00 <br /> 0 3.50, 0 <br />5 .'0 1.""S .so <br /> <br />1."" <br /> <br />2.075 <br />5.000 <br /> <br />; <br /> <br />960 <br /> <br />~'- <br />:=- <br />20.,,", <br /> <br />264 <br />~ <br />~l <br /> <br />. <br /> <br />~ <br /> <br />:i= <br /> <br />LL<~ <br /> <br />9 <br /> <br />80 000 <br /> <br />* <br />
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