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30' <br /> SUMP TEST PORT ET SOIL <br /> N SURFACE3/4" SCH.40 PVC A' <br /> 0(D RUNOFF PIPE DRAIN 6" q: 3 <br /> E <br /> 0 21 3%SLOPE <br /> 0 <br /> to <br /> CL <br /> W-\N \r\\\\\,-'fir \\l, ''�!: �.�` r r/` /.�% ! �,f,� //� <br /> C6 <br /> CN <br /> --------------------- <br /> N <br /> C Cl <br /> ' a <br /> �SEEPAGE GEOMEMBRANE AND <br /> PERCOLATION COLLECTION <br /> RUNOFF PIPE LAYER <br /> TEST PAD PROFILE VIEW C—C' <br /> PERCOLATION <br /> 0 <br /> 0 COLLECTION <br /> >< ---- 4P. —611 LAYER GEOMEMBRANE <br /> 6 TY <br /> Z <br /> ' � /\��\�'�\�`/\l�'\�'��,`�j\ \ \ �\�r\\/'�` 3 <br /> > <br /> oe <br /> W <br /> 0 <br /> BB <br /> IN 81 <br /> IN -0 <br /> LL CROSS SECTION B—B' <br /> EXISTING GRADE <br /> NOTE:CONCEPTUAL NOT TO SCALE <br /> w6i PROJECT NO. 47717 <br /> PLATE <br /> <W DRAWN: 8/12/12 TEST PAD SCHEMATIC <br /> u- <br /> x 2 <br /> 001 DRAWN BY: DC <br /> W <br /> m:1:Lu CHECKED BY: iz FOOTHILL SANITARY LANDFILL <br /> "htpeq* ftftsdudom <br /> FILENAME: 6484 N.WAVERLY RD <br /> ' k LL ..kleinfelder.com SAN JOAQUIN COUNTY,CALIFORNIA <br /> LL <br /> 0 PLATE 6.dwg <br />