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HomeMy WebLinkAboutSite Certifications - 07/17/2014STRAUSS CABIN ROAD tO • I .... 11 ii I! p 'rn .Il .. l Ill Ill Pd-1, tmp#2,txt ltUnits=Elevation, ft,Area, ft2, Volume, ft3, Volume, ft3 It Elev Area Cumml Avg Cumml Conic ft ft ft2 ft3 ft3 4883.2200 1912,7378 1021.9036,. 993.1809 4883.0000 1226.3145 676.6078 650.6707 4882.5000 589.8982 222,5546 206.2137 4882.0000 189.0883 27,8080 20.7192 4881.7100 2.6910 0.0000 0.0000 : 4~5'6o = o,~23sAcP-t. R?'v"~e/:: at:>/3 Page 1 ./ .i:: .l ~ ...~) ..... ...• . (.' ) II ,, i'~ ~ (~ -~· .~ .. ·ii K" .. R ; ), 1 ".t, :'i I.! •. I ~- ~ 1j {'~ ~ t~ 1 til)II! l t. WATEJfQl)ALli.Y. P'.ON.ll P'ESl'GN c.J.\LG"OL:-ATl.bN·s: fQNP·f ProJeot: 340·001 By:ATC Date: 6.6.09 REQUIRED STORAGE & OUTLET WORKS: BASIN AREA= 1.400 <·· INPUT from Impervious calcs BASIN IMPERVIOUSNESS PERCENT= 16.00 <·· INPUT from Impervious calcs BASIN IMPERVIOUSNESS RATIO = 0.1600 < .. CALCULATED WQCV (watershed Inches) = 0.093 < .. CALCULATED from Figure EDB·2 WQCV (ac•ft) = 0.013 <-• CALCULATED from UDFCD DCM V.3 Se<:tron 6.6 WQ Depth (ft) = 1.000 <·· INPUT from elage-slorage table AREA REQUIRED PER ROW, a (ln 2 ) = 0.400 <·· CALCULATED lrom Figure EDB-3 CIRCULAR PERFORATION SIZING: dlR (In)• 3/4 <•• INPUT from Figure 6 So(ln) .. 4 <· • INPUT from Flgu1e 6 na 1 < .. INPUT lrom Aguie 6 t (In) a 1/4 < .. INPUT from Agure 5 number of rowe a 3 <·· OALCULA TED from WO Depth and row spacing ~ 1' ,, La .II' - 'IMSIIAAOC 1,11'1'1.Ai(.WILDB) GAATNI lOCIMTE.Yfflf Qe'IQ.N)OA 10 M'le°1IRl,PAfflN CW.C!D 'IE IICLT 00¥,tt lWnDaQ\IMSATS'O.C. 1 ~ 'AfNlr IIENNI (TYP. (JfP. SICI!) v.a.DIII lO 1'lOt' BAA I ,,. IIENNI l!AASAT .. 21R'OC) II -~,J,: Ultl 1111111111111 ITI IB+--------.!.-~ i SC811BUEa= ii ;~ ~ll[llllllk~;lOHOl.:DHNCIEN~ ~I ~c~ •I /I . '/I < I <.......:l'LP(T'll',I I 21,OM'l(ll'l'RCNl!(TYP.OPP.Xl!SICI!CF ) DOffl)M IOlf CJ' HOl.ESlO BEAT Nll5IT a= PlAl'E WEU.SCl§N SECTION A-A .. ~ "Grit~ ..... :I' 9-e "CXAOCJ,W. (I'll') ~ ~ ~ ll!CID<LHl!M- l'Cfff .. lftl:mCII arclXJI BWMlt ABBRE\MTIONS QA ~ n,. T'll'C.'I. 1M. - - -t:#COO!II- a.r,,. lll'A7llN -Wll!Hr1/'1\A11 .oc. w.HI .. x - - - ONCDll'III - WO .I .. -I.INODICl'CIIU:- :Ml " 'IMSIIMO< - oo,mrs • = A'1 -~ 2--- ,r-~Jll?-JS:A1/Y Jf.J ~~~!~~ , v~'"-'I{;:; T l:;¥i ~ .. 'IOOAI\TE.'l'tffll 3'111'~11CLT lOfASl&IGMllcov.tl .. SECTIONC-C 1401:1'0.C. ~-----~-...SECTION ----D-D - -. s,~ ""' r.a>IV ----~ -- GEIEJW.. NOTES :.S-k....,...~ , . a)GIIIIIHIU.·-·Ml'l'•C.181'-..atOll- 2. ,, --_·--_-_7~ ·-__-_-_-_-_ -~ ,_. . .. -------'LL--·IN~---·-LDCl!---Oll-NtMOMIW HUOII--fflll.·--11Vo.-.----.S "1H ° --·HOfDl' ____ HOf __ -CIILWHIN). 11. OII-__,_*S'N_-_IOt._lO_CIIIIAl_DHIICED__ ... l'IICIOI __N:f._ ___ lM!_.«>_mr:Hr _ r. ~ \'IO I -~~~ I I I IQOOOl\Ma v\J .,, \ ~~ 11' ':, ' I j ,1 h' /, If (,' lb I, I' -- . Pond Volume Calculations Pond 1 Project: 340-001 By: ATC Date: 5.11.09 Note: Volume cafculatfons utl/lze Conic Method Pond Stage Depth Surface Area Incremental Tottfl Volume of Contour Volume [(FTJ (SFJ [(CF) (CFJ 81.3 0.00 0 82 0.70 602 140 140 83 1.00 3051 1668 1808 .. Total Volume (AFJ 0.003 0.042 ~e~·l> 4-.:. o . "t 3 -4c-- ws~i.. ~ ~'2. "Z,(. 1 I I I I I LOT6 I I RIGHT-Of- WAY LINE I I I I L I ________ .J I -.......... -... -.----~-. -- ..... __ . ·-· ·- .. - ·--·- - ..... --·· . • I • I 1 1,'\{, 0 0