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"'SEKEMBER_6..2019 <br /> 100% REPLACEMENT AREA DRAWN BY <br /> DISTRIBUTIONRAS <br /> BOX t~lard <br /> 1z• CHECKED BY <br /> DC <br /> 4' SCH 40 PVC <br /> EFFLUENT LINE BARRICADE JOB NQ* �D-0719 <br /> 1z" <br /> ELECTRICAL <br /> BENCH=25' WIDE Di <br /> O O 100 30 � 23 � 25 � 23 � <br /> RAMP <br /> zs• <br /> 1200 GALLON <br /> SEPNC TANKa" SCH ao PVC AG BUILDING / ABATTOIR <br /> 3 : 1 <br /> INFLUENT LINE <br /> G.o. 3 : 1 <br /> 3 : 1 <br /> AG SHOP <br /> AMITOIR ROAD <br /> ar 10 ' 4 " SCH 40 PVC <br /> 25 ' 42 ' 30 � INFLUENT LINE LLi <br /> a � <br /> 5,1• 1200 GALLON � ton <br /> P <br /> RAMP WATER SEPTIC TANK a w a <br /> WELL LL 0 U <br /> :D Fm lot <br /> zs• <br /> zs 4 " SCH 40 PVC > w V <br /> PG& \POLE <br /> EFFLUENT LINE z cc <br /> DIRT ROAD lo' G � <br /> M <br /> ti <br /> SCHEMATIC PLAN VIEW PER SCALE SOUTH DIRECTIONAL ELEVATIONAL VIEW PER SCALE <br /> COVER WITH NOTES : <br /> LOAM SOIL <br /> „ <br /> � 6GEOTEXTILE FABRIC <br /> 1 . REFER TO CHESNEY CONSULTING REPORT NO . SSD - 07 . 19 FOR ADDITIONAL DETAILS , 0 <br /> 2 . SEPTIC TANK : P & L CONCRETE , INC . , STANDARD PRECAST, TWO COMPARTMENT 1 , 200 Z <br /> GALLON . Fm <br /> 3 . THE INFLUENT LINE EXCLUSIVELY FROM THE RESTROOM IS TO BE INSTALLED SO THAT J <br /> INVERT IS 2 FT TRAVERSING UNDER THE BUILDING FOOTING ON WEST SIDE OF clat <br /> u' O° <br /> PERFORATED 1 EXISTING SOIL STRUCTURE , W/ CLEANOUT INSTALLED HERE , FROM THIS POINT, 4" SCH . 40 PVC cn > o LO Cm m In <br /> M <br /> Z w m < " <br /> DRAIN PIPE SURFACE ELEVATION TIGHTLINE TO SEPTIC TANK IS A DISTANCE OF 53 FT AT 0 . 5 IN/FT ( 4% GRADE) TO O z x v N <br /> CONNECT TO TANK 18 IN . BELOW BENCH GRADE , INFLUENT TIGHTLINE CANNOT () w m Y mr <br /> 2 ' EXCEED 4% GRADE TO THE SIDE INLET OF THE 1 , 200 GALLON SEPTIC TANK . Z o o N <br /> DRAIN ROCK INSTALL RISERS ON TANK WITH SCREW — CONNECTED LIDS TO BENCH ELEVATION FOR W O acc <br /> PUMPER TRUCK ACCESS , Z F- <br /> 4 . INSTALL POLYLOK , INC . PL- 68 EFFLUENT FILTER ON OUTLET OF TANK . cn <br /> W <br /> 5 . DISTRIBUTION BOX AND LEACHLINES MUST BE CONSTRUCTED AT EXISTING GRADE DUE _ <br /> TO SHALLOW WATER TABLE ( 5 . 7 FT) . 4 " DIA . SCH , 40 PVC TIGHTLINE INSTALLED FROM U <br /> 5 7 , SEPTIC TANK SIDE OUTLET . RUN DOWN TO 4 HOLE D — BOX . I SET D — BOX LEVEL ON TOP <br /> OF COMPACTED ROCK FOR STABILITY, 16 IN . ABOVE EXISTING FIELD GRADE . <br /> 6 . IMPORT 12 IN , HIGH , 2 FT WIDE OF WASHED DRAIN ROCK , 3 ROWS 100 FT LONG , 12 FT. <br /> APART ON SURFACE OF FIELD SOIL, LAY PERFORATED PIPE ON TOP OF DRAIN ROCK . <br /> RUN PERFORATED PIPE LEVEL AND CAP ENDS OF EACH PIPE TO FORCE EQUAL <br /> DISTRIBUTION OF EFFLUENT . <br /> 7 . COVER PERFORATED PIPE WITH ADDITIONAL DRAIN ROCK . COVER WITH GEOTEXTILE FABRIC <br /> AND BACKFILL 6 IN . OF STOCKPILED LOAM MATERIAL OVER THE THREE LEACHLINES . <br /> 8 , 100 % REPLACEMENT/RESERVE AREA IS DIRECTLY WEST OF THE PRIMARY LEACHFIELD , <br /> WATER TABLE DEPTH NOTHING IS TO BE STORED ON , OR DRIVEN /PARKED IN THE , LEACHFIELD AREA AND THIS esotzs <br /> AREA MUST BE BARRICADED . IRRIGATION WATER CAN BE EASILY CONTROLLED IN THIS �, � � o • %, <br /> LOCATION TO PREVENT INUNDATION OF LEACHLINE . <br /> LEACHLINE ELEVATIONAL VIEW PER SCALE 410 Civil <br /> I <br />