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<br />around the entire bkc perimeter to a\'oid Ilooding neighboring properties. fn addition, a very large <br />pumping l~lCility would he needed to {Ill the reservoir. <br /> <br />SELECTED ALTERNA T/VE <br /> <br />Alternative 2. Lake Bottom Excavation 111 COllt1ll1et;on wl'h Earth Fill at "n Adjacent Property. was <br />selectcd as the preferred altcrnali\'c. ThiS alternative c{)nsisJ~ or cxcav;}ted material ii-om the lake <br />bottom to 101"111 additional storage. f\ compacted carlh slope liner will be construcled around the <br />excava1ed area to cuntrol scepage. !)rdiminary dr~l\vings of this alternative arc included in a pocket at <br />the end "rttns study. <br /> <br />COST EST/Mil TE <br /> <br />, <br />1,.---- --~--- <br />I _ ~~rypc: _Bl~~g('t !)!.~~(~s~l_ <br />\~~~- ~--~_-~~j~.l~t :\'1anagcr: Ed I~a~fcrt~ <br />I lIelll 1" J)csl'riptinn of IleIll <br />~ \1obilizalioll <br />_ , _ _ f)ell1obdlzJtion and CIL'anll.!:2_ _~_ <br />Erosion Control <br /> <br />SlillCONTRMTOR COST COI'1PARISO"l SHEET <br /> <br />..-----,.- <br /> <br />~ <br /> <br />_\_ __ ~)!.~)tl'~t 'I'itl~:~ern ~l~s_~I-\'oir <br />_ L _ ,_~~~~r<tdor <br />QlIantit~' ~it ! lJnit Cost <br />. I: LS !---.2:'O.JOOOO _~(UOOOO <br /> <br />--bcl--- <br /> <br />u__ j <br /> <br />ItClIlCost I <br /> <br />F -i Sill fence -- ------ --- ------~ ~_. -- <br /> 13.000 Lf L___$IOR f-- __SI4JJ40.00 <br />----,--._~- --- - <br /> I Slt7779;~ <br />' V chIcle Trackmg Pad ._--~- _ 7!"j80-j~fy~i- <br />r- ---- I TopsoIl 50% (ii' 4" (Stnp and Place) $ t .53 <br /> , Strip Topsoil 6" and StockpIle ~____L_ +-----=---~--I <br /> I <br />=-:--~~~rOpsoil!!" and Placc"~~()n-~tn~~~ut~yJ Ar~;;:-- . -- ...j- - - --I <br />t-- -- Rcpl<Jce Topsoil to J Depth of (,.. _ _ _ _ <br /> I Cut 10 Fill (SileJ l 230.383 CY $102 S234.99066 <br /> Borrow (\Vindsur Lake) ~ 2,82].780 CY 1------ $1.25 $3.529. 72500 ~ <br /> Silt and Mud CutIn Fill On-site -- - --- <br /> Salld/CJravel Cut 10 Fill On-sile - I <br /> -. I -- ~~ j <br /> J)cwalcr Lake I $787.500.00 $287.500.00 <br /> n I 84 0\<- <br /> IVluck Excavation (Channel Cut) .-- ~ , -.) .-CY -I 52..\ ] $210.97].03 <br /> Pond Liller --! 450.000 SO.94 S423.000.00 <br />~--:= --- ---- I <br />Shape/Grade one! Cleanup J__,.386.000 SY SO.O(, $83.] 60.00 <br /> .-- --' <br />Channel Crosslng I <br />Load and Stockpile Broken Concrete JJ1 ChJnncls _1_4.\6.00LJ I Sf SO.IR $82.08000 <br />Demo and Stockpile COIllTcte Irrigation Ditches I <br /> I t _. :9s~)oOLJLJi <br />~- Remove Timber Chute in Canal I <br /> Earthwork LI)'Ollt Jnd Surveying ~-1 1= I <br />--- - <br />I Ellglllcering for Reservoir I LS I S05.000.00 <br />____I <br /> To/al Estimated ('ost 55.118548.09 <br />I Deduc! for Cin:cllspm.; Site Work I -Sn4,990,()(1 I <br /> <br />\ ot~)l Kern ReSL'n"Olf CleanIng <br />Potl'll1i3! C;ravel CO';{ Recover:' <br />l'ntcllti<J] ('OSI oj" Kern J{cserWll!" Clt:~m\\1g, <br />r .o[ I Joldmg S\w]"e .'.O')'n of lhe ('o:,( <br />J3~all1ill2. ~3~~C('_7J~ to Ker~_ <br /> <br />),tSSJ.).'17.--U <br />-)400.0LJO.LJLJ <br />F4S3..\5700 ' <br />')1.345,067,00 I <br />1 S3c~3S.4f)OOO <br /> <br />F(,~l.~lbd ity Study <br />Kern Rcscrvlll)' l~n)argclllcnl <br /> <br />__1.- <br /> <br />I\U~USI ~I}Ol <br /> <br />I ,,','h l~: w,,.,,\,,,, I ~~~ 1 '" d(1( <br />