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Figure 5 —13at <br />EXt5iiM6-- <br />`,PARKNJ6{-LPL <br />EXST P1: _ <br />SHEET FLOW <br />Gverett LDS Parking Lot Expansion <br />Stour Drainage Report <br />ulbu <br />N <br />UST T0: t ` <br />SHALLOW FLOW <br />c -c <br />' L=230' 0 2.7 - <br />r 3 50 1^0 <br />roRM414 ecru <br />DEVELOPED Tc3. <br />SHALLOW FLOV <br />.TT <br />1=260' 0 2.1% <br />ONSI i E BASIN=0.65 AC <br />Ai=0.46 .AC <br />Ap—lawn=0.19 AC <br />DEVELOPED: (ONSITE <br />DEVELOPED+UPSTREAM BASIN B) <br />Atot= 1.41 AC <br />' �Ai=0.84 AC (.601%) <br />Ap=0.56 AC <br />DEVELOPED Tc2: <br />SHEET FLOW <br />C <br />Eti_T Tct (UPSTREAM R14E)'S7 RI): <br />SHEET FLOW <br />UPSTREAM BASIN B=0.76 <br />Ai=0,38 AC (50% est.) <br />Ap—lawn=0,38 AC <br />UPSTREAM R1: <br />SHEET' FLOW <br />PA2008100112 Everett LOS lviin0 LOM1TeenSmlm RepulmO6110 Drainage Roma Revieed01.10.0a.d" Page 17 of 36 <br />