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E'::J.§ <br />.50 <br />~ <br />Sprinkler Box <br />Gas Tight <br />Riser Cap <br />North New Hope Road <br />Approximate <br />Residential Site <br />Location <br />oc •••• <br />~Ii-'---............••.•-~ <br />~4"Perforated <br />Drain Pipe <br />N <br />BASE MAP REFERENCE:Maps.live.co""ASRi'photo <br />Project No.: <br />E09041.000 <br />FIGURE <br />2 <br />Soil Backfill <br />Building <br />Paper <br />4"Diameter <br />Trench <br />Monitoring~I '.,7'-'I Riser, <br />Lower 2' <br />Perforated <br />Pipe \ <br />Approximate Primary And <br />Expansion Disposal Area.•-~~I Gravel Drain <br />Pipe Envelope <br />(4)Leach Line Trenches <br />80'in length on 10'centers <br />End Of Leaching Trench Cross <br />Section (No Scale) <br />TP-1 8 =Approximate Test Pit Location <br />o 40 80----Approximate Scale:1"=80' <br />(~) <br />~~~\=:J <br />160 'OUNGDAHL <br />CONSULTING GROUp,INC.July 2009 <br />SITE PLAN <br />27300 North New Hope Road <br />Septic Design <br />Thornton,San Joaquin County,CaliforniaGEOTECHNICAL.ENVIRONMENTAL·MATERIALS TESTING