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i <br />C-1 <br />i <br />0 <br />04/1412:00 1504 .`61 "700.7 MOSBv +utD Assoc =arm vt <br />MOSSY SAND ASSOCIATES, INC. <br />cry a <br />;Ha WA"rw <br />ftic M"so$M <br />*wA. Pta,eu 8W1rt4 aaa <br />ray 141400-00M • F OW*@ Mt+rratarr <br />Ella: !}ioRANIDIIM <br />Date: AW 14,20W <br />To: Harold <br />Crverby <br />Fraru: Matt soyka <br />Subject: Deveiepor's AQreawnt. item <br />Engkuvr's Pmjcct No. 00• 121 <br />The Deveiopu shall wnwuct a Wet Detentions Stormwata Mana,geroem Systtm on DcVeloWs <br />pro":1y to be sisad and dnigraed by the Drvcloper, to the Developers discretIM to such a <br />muuwr, that the Wvdty of the Wet Detention Storeswstdr ;Herta=ettsmt Systern, in addition to <br />WvriditlS the voluAss of stotiagt, suvctwn. ad related anterdues ngnired by the Developer to <br />nwd his deTdopwAm goals, shall also be desipcd sa that the applicable S1RW►MU. URC, ausd <br />1 FWC13 PernuindCriteria sun be met for the (bilowmg portion& of Kings HiShway- <br />Total Ares of Right-of•Way-'7.7 acres (msximum). <br />Curve Number (cu t'quivaleur coerftcierrt presenting the ratto of impervious to pervious area <br />comprising the 7 2 acre (m ximum) righl -at way) = 93 ma;tus wn. <br />firtlo of Comm ratim - 20 minutes (minimum) <br />Peak Factor - d84 (rrsaxhtnwn) <br />TU design criteria for the Het Detsauon Storntvrales Msrugenscnt Syste,rn shall include the <br />provision that the pock stagn modeled for t)tc Wet Detmtim Storm-stm Management System <br />cumot exceed the fallowing rmxtmum peak supe elevations for their respective design storm <br />events As follo+ra: <br />Stomt Event <br />10 yr • 24 hr Stortas Event (7.8 inchcW24 ht) ON <br />23 yr • 24 hr Storm Event (9.3 inches*4 hr) 20.9 <br />10D yr- 3 day Storm Event (14.68 inchni72 to) 21.3 <br />EXHIBITit D'� <br />