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IB3' <br /> 20 <br /> RC7W1Yr1OA1 BAS11V 6, <br /> - ,F,O,QOPOS,ED STORM PROPOSED STORM fErjENrION BASIN <br /> BOTTOM ELEY.GT/CN ?2.0 <br /> 7-,9.R EZ C"A 7104' 73.5 i <br /> .80rrO.4f r4EVqr10A.I 71.9 7-,0PE44EVAr10A,' 734 <br /> 47 <br /> --Tj <br /> P-3 <br /> PROPOSED ZC,4Cq AREASX1sr1AV S-&,OrlC A�Vle <br /> -ROAOS6P LrACW AREA <br /> 000 S.e- Z X/i TIA10 <br /> WELL <br /> X-5,-A 0 <br /> EXIS71AIC SEWER <br /> EXCE <br /> 114-1 <br /> 15 <br /> r <br /> SO' <br /> as <br /> T- <br /> f ly <br /> -727.42 153.01 <br /> -14 <br /> Z5' PIPER PL A�- <br /> 3-4 -F, <br /> PifOP. STORM WNTIAOM BASIN <br /> United States TestingTeoj�padV <br /> Z <br /> ,,C.a 7SM W,7,a. 7,0'S <br /> zvw- /I .. 'a , z: <br /> Approximate Percolati4,--Tes47 <br /> ;u> <br /> Location Map 5- 0 <br /> O:E 00 <br /> M <br /> Percolation Test Location (n> <br /> r7 <br /> Date <br /> Taken from Street Improvement Plan, Mid-Valley Engineering, 1989 F—M-- a: Fzi <br /> April, 1984 FiguJ <br /> 222 I <br />