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TABLE ES-1
<br /> LIST OF PROPOSED LNPROVEM ENTS FOR EXISTING CONDITIONS
<br /> Thal CO.I311e3011 Estimated Land Recommended For
<br /> •
<br /> Couslrecllou Total Losses Cost Per Loss Acquisition Rapid
<br /> ID CBennel Location Benefiting ModiDCSBon 'type Desctiptiou e.0 Costs" Removed Removal Area Implementation Comments
<br /> (s* Table 4 Ia41ft 44a4o2Do300 (s) (37 (0 (140
<br /> Channel improvements and Diversion Ponds 4
<br /> • TapcOidal, (Concrete) CBrmtl; Icngrh: 5459 k
<br /> Exava001l Videos: 583 auk Maxim( Top
<br /> Width' 114 k'1yry21 SS: 1:1 Outland Impavmed and Mitigtlion Pond davit be
<br /> • Chmxdlmpmrurnl • Mitigation Pond (575'x 5751 (including 30cetm): constructed simultaneously. Pond can be o2nstmned to save
<br /> 14(20)' 13112-00-00 Bnwkgle? k'xcavnlion Vdue: 65ar6 15494,000 187 529,400 12,4 - multiple demlimt purposes. •Tape}oidal(Chm) Channel., Length 40500 It _-. _..—. .__. -. Chimed I yrmemee and M'ligsion Peed 254,40to
<br /> 65.00.5.0 Volume: 53 euk Muthanm Top Width: nnsmx:sd snnubnmady: Construction taut considers the
<br /> Battleground Estates, 7711; Typical SS: 3: 1 reeoutlyaaryis4 right -081m fu ck 11 improvements.
<br /> PlneWav4, Residents along •04 el Improvement •Mitigation Pond (250' x 2507 (iodudia8301xam1; Iand re lisition is stilseg400 for themitig.6044oenti0o
<br /> 18 (VP 1101 -51-47 St Pond Excavation Volume: 7•u11 5849100 19 845,000 1.4 - _ g-
<br /> • Trapezoidal. Earthen Channel (Gran); (Gla O
<br /> Length: 46 --- - - -_ . - ---
<br /> k Excavation Vsln. 3.0 anti; Matimsm Top
<br /> Width: 41 fl; Typical SS: 2,4:1
<br /> 'Meadow Pak Vide Del • Chanel losprovement •Mitigation Pond O0' z 3007 (wdndioe 30 berm): Cannel improvement and Mitigation Pond should be
<br /> 15111 B106 -05 -0 Macho —__— Mi6g.540 Pond Eamvation Volume: 10.0 ac-ft 51,701,00 36 847,0 aonsnucNl siadtmuondY . • •Dimrnsim9410x410 (iududchg3tl berm): _ __0 5.1 ___-- __... --
<br /> EXavati.. Volume: 23.0 aan Pond an be mmrnc0Nm save maniple detention purposes.
<br /> B101 -03 -0. Loom Gad(, Reidxts • 0)402tom: 450x 450 (including 30 base) - Ra71111■re dal system is inutooresdedwlth P101 -56 -O and
<br /> 16124, 300' F101.05 -0 _ a l a n j _ L SY _ _ _ _ _ - _ — _•2 D i v e r s i o n Pak Excavation Volume: 19.0 s c - f t 51,091,00 22 550,00 8.3 - should be nudged as a s y s t e m further detail.
<br /> Meadow Ptak Villa Del • I)®msimx 590 x590'(including 30 Fan ); ..
<br /> 11(35)' 0106-00 -0 Rancho •IDiversion Pend Excavation YDihnoc 32 ac -fl 50,945,00 36 554,00 8.0 - -
<br /> •Tnpnecidx). earthen Channel (liras): Lmyli 1608
<br /> 11; Excavation 461em3 4.2 ack Maximum Top
<br /> Width: 71111, Typical SS: 33.
<br /> • Channel Improvement •Mitigation Pmd(255' x 2555 Cmdudina 30 berm% Channel improvement end Mitigation Pond should he
<br /> 19 A10440.0 ?dal
<br /> Sh River •Mmgelim Pond Excavation V03,e: 604e-ft 1361,000 6 560,20 a
<br /> 3 ._—__ - asnaer2 .406.45098ly _
<br /> _._.
<br /> z6
<br /> - Dimensions: a: )400 0 z 3 12901 .o- Csadading 306mny,
<br /> 20 4
<br /> (1 0 -00 7' 4112-0 Hr a • 1 Diversion Pond EwavYiun Volume 313.5 aeft 511,324,00 187 560,60 381 .
<br /> • - - _- _ -__ -_ -
<br /> -_ _.__.. . _
<br /> . • 'Itep2oidel, melba, melba, chashould (t)rua .
<br /> t 4nT 6000
<br /> 8;11 W 26( 1 .70440,60 :4.:1 Mmtivumr Top •
<br /> Mtb: k IyyN 55:13'.1 [.Lewd Improvement and 2.9itlgeobn Pond should be
<br /> Woods On The Bay. Pine • time! lmpr0Vement •Mitigation Pond (7_55' x 2357 (including 30 berm); ®strutted simultaneously; Pend an bemmhua01 to sew
<br /> 11(29E A104I2 -01 Slat Singly giver •Mitigation Pond 410000on Vohmc 6.0aof 560,200 8 475,00 73 multiple detention pvy400
<br /> Fairmont Park Fairmont link • xvoio Vhma: (/0' 47000 (including 30'txam);
<br /> _I2 (13Y Diversion Pond Ebmwricm _ B • Divsihhnic.78 aufl T2.194,CpJ 31 182.00 _ - Pond .(bo constructed to w sa mWljh le deseoticn morose. McedOSVUesl,Cmbeom, — __._. _
<br /> Glen Maduw, Fairmont Park, • D'evoaions: (70' z 70) (iu 30 bum);
<br /> 23 (25)' B106-00.O Feem.os Park Nat •1 Divera.0 Pond ExavatiouVdume: 228.5.0 -ft 88,314.0) 95 587,50 29.3 - Ptak Sit is these= lo2n59 as Pond Site of option 25.
<br /> .'Dapemidal (027oes)C'h 1:Lau1h: 9225 ft;
<br /> Escalation Volume 7.9.4 -k Maximum Top Width:
<br /> 13 ft; 'Typical 5S: 1: 1 Channel Impswanent and Mltigai= Pondshwid be
<br /> Lomax GaN2, Residents •Chanel lmmovement •Mitigation Pond(3404340) (including 30 beim): communed simu6ano y: Pond can be:nn9mand to saw
<br /> 14(16.30)'1101.03 -00 atoll St. • Amigatioon Pond Exavatw Volume_ 10.0 eo- fl 5,378,00 22 3108.00 89 __. • multi Jes_mtim
<br /> •Trap d (Cmmzte)Chanud: Length: 4320 ft;
<br /> —_ ..... -__— _._ L') ° �_'—
<br /> nid
<br /> Bxcnv tlw Volume 404 44-k Maeicaum Top
<br /> Width: 110 k Typical SS: 1:1
<br /> •Mitg./ion Pond (540 x 5407 (Mandmg 30 berm): (352 el Improvement, Mitigation Pond and Maxima Pond
<br /> Mead0wemt Gcdmsu4t, •Channel Improvement i121mtioa Volume: 48.050.0 damM bewnnuem45imdumom:y. Ponds can be
<br /> Gam Mudsw, Fairmont Park • Mitigation Puna • Disas40n POOd(10O' a 10600 {imdudmg30 muu(0dodto sow multiple detention purposes. food Site is
<br /> 13(21)' 2116.00 -00 Fairmont Palk West •Diversion Pond bemy Excavation Vrmwe 2070 ac-11 511,75:,00 95 0123,70 36.4 - Me same loataazPond Site for yhd.n 23.
<br /> Kk,o ASan'ucs Collect No :012] -08 -000 City of La Pat
<br /> 0ornn 20O 1013 City Wide Drainage Study
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