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<br />Spillway - None UNITED STATES September, 1939
<br />Outlet works capacity, 100 S.F. DEPAllTIIEIlT OF THE INTElUCIl Revised 12-12-40
<br />Storage capacity, 6,000 A.F. BUREAU OF RECLAllATICfi Axis downstream from old dam
<br /> WESTERN SLOPE SURVEYS - SILT ProJECT - COLORADO Crest El., 6420
<br /> _ ~:'llVEY GAP DAII No1'lllal1l~S;. El..?~~..
<br />d MATERIAL AND MATERIAL
<br />z QUANTITY LABOR FURNISHED FURNISHED BY THE SUMMARY
<br /> BY THE
<br />~ ITEM CON,TRACTOR GOVERNMENT
<br />'" !:: UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />>- AMOUNT
<br /> z COST COST COST COST COST COST
<br /> =>
<br /> iversion and care of river dur COl1!truc on
<br /> d t....~ na f"nnrvb.tions Tum" sum IT,.S. 1000 1000
<br /> 'on b~- "H. A,tlM ov 0 2000 025 .~ 000
<br /> s .,," . t .<~tlM o~ 0 0 10 500 0.30 10500
<br /> v..tion .11 C1~"l!Ies for s+.ructuree 11 000 ov 1.00 11 000 1.00 11 000
<br /> ent toe dr_ins
<br /> cut-ofr tr~nch8B '0 noon ov 040 4000 0.0 4000
<br /> ~"'L r"p _.n rncrt." OM .:.. <. OIl ...0 '~OO ...n
<br /> '" " . ...no O.RO
<br /> .ll ,." .".._, _"A .h_". -, <iYl ~' 10 <no I.~nn '0 .00
<br /> ,,, h__ ,,'b .... ,,"."._
<br /> ." n"" on t1M
<br /> ExcavAtion rock in borrow nits and tl'"ans-
<br /> Dort.tioD to embankment , 30 600 'v 1.25 36 125 1..' 58 1.'
<br /> n.'o ..no
<br /> Eorth till in t 'R.'no 0.10 '0 M
<br /> Rock fill on Q;)1mstrllaJI. sloTll!l of embankment '6 000 'v 0.30 8400 a."" 8 ;=
<br /> Rinran on un.IlItreA.m alone of em_nlnnent. 0 0 o...n <~
<br /> Tlumnecl. 1"'i nl'"..n f n outlet.-1IOl'"ks channel 100 'v L ~ '.M
<br /> Rubble concl'"ete nA.Ti nD' '0"" ?M A ..0
<br /> "-'''ch A".' "a
<br /> .n'.h ~n~nt_Jl emb.titi.ti ;n .......:vel "M ,. '<0 n A< <,n
<br /> Cn"s "-'oPh .._"_",~ A".'".
<br /> with uncemented ioiots embedded io - ";'av81 AM If: 0.80 320 'on , ,n 1~
<br /> Dr grout holes not IlOre than 2S feet lieeD 1000 1.00 1000 1.00
<br /> DrUl.1nR' R'rout holu more than 2S teet d.eeD and ~
<br /> not more than 50 teet deen 1500 t 1.50 2250 1 0
<br /> Installing ",""ut nine and tittin.. 750 b. 0.10 75 0.10 7 0 0
<br /> Pressure uroutinu 500 t 1.00 SOO 060 0 ~ 0
<br />.
<br /> Concrete in cut-ott wal18 400 'v ".00 5600 4.s0 1 BOO lB.'O ~
<br /> :;;; ,. 1.680 5.00
<br /> ~,<n .;. ,. 7.200 8.5' 2.Q2.< 22.50
<br /> ,,, ..... .-"
<br /> aM" .nri ~ ~.; ;n. '~4ClO "."' "" ""."' ....'"
<br /> i" -,-;;;- =- '0 ....0 ..."' "'0
<br /> ~ ;;:- '~ n 1..nO 0."-" .AOO O~'" ,.tlM
<br /> ."A . -
<br /> a',..' .,,~"., a,,!!oorts ."ri ,,,._, "._. .'".,.. -, <00 n.ln <M
<br /> ...., h^".. .._.~ .S. 200 L.S. ~OO L.S. 500
<br /> Tn_t.'''"' traahrack metalwork ~.OOO lh ODS 270 008 70 O.ll SSO
<br /> ... ..... ".... ,~ """ lh n" 300 0,15 1 00 0.18 1800
<br /> ...., .hi.. ,. .""" lh 800 010 1600 0.15 2400
<br /> 000 ,-;;- o 10 500 o 10 300 020 600
<br /> m,...ri .Q. 0.'-< 5S' 0.70 1 1Il0
<br /> 6
<br /> Cnn'" ..0 45 755
<br /> .,.;;~" "'''' ,n nn.~,. 27431lS
<br /> ~ . 0 ~ 16 (64
<br /> .A ~ + '_119 - 4llB
<br /> .. "-"" - 6 BtI0
<br /> . ..
<br /> ~~=~ COOT 501 638
<br /> ,~
<br /> - 5 000
<br /> 6 000
<br /> 2 000
<br /> '"""" CM. S6 7'S1
<br /> *"^ ,. '^' iM""'. A.moo. '^ A^"' ....
<br /> 254-D-215
<br /> 12-
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