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PERFORATED LAYER OF GEOTEXTILE LOAMY SAND CAP <br /> LATERALS FABRIC PERFORATED LATE"L- ' <br /> „-�`• -"` •--. GRASS COVER 6 INCHES _ <br /> SANDY LOAM SOIL ;-�,�• ":'+" :;. CLEAN SANG FILL TOPSOIL -. <br /> MAXIMUM SLOPE <br /> N 3 TO 1 - <br /> LAYER OF GEOTEXTILE % si ROCK a_ <br /> FABRIC OR 4 UVCHES OF ."'`r%' ♦ �' �'• TOPSOIL PLOWED OR _V. �� INCHES �sLo <br /> �0Y COVERED gY r' ! j• 1 DISKED SURFACE <br /> BUILDING PAPER ve <br /> IOR <br /> r`r / ; CROSS SECTION A—A <br /> PIPE ROM PUMP---� --`-r;•;• '�• <br /> 3/'—Z <br /> PUMPING CHAMBER <br /> FROM <br /> Ili . <br /> CLAN FOCK •'P /•• DIVERSION FOR <br /> • . .�� �► J� SURFACE WATER m ! <br /> G TOPSOIL <br /> all, <br /> d' •` 3 f.f PERFORATED 1 <br /> AktATERALS <br /> �Qa�q�tr <br /> . "'•V AN� '-••••J`;iy,� 1- �yty'h M��^•1�'L ' i I : � _ <br /> FILLSp eED ARE7. <br /> UP <br /> A <br /> ._ �- -• : J <br /> SRI RAL ';�;� • I W W • t o0 <br /> LA1Er•R20 04_0 20 <br /> — — — <br /> ER <br /> : I <br /> INCHES w w IINCHES <br /> LAYOUT OF PERFORATED PIPE LATERALS FOR — t - <br /> PRESSURE DISTRIBUTION IN MOUND <br /> 1_ 1 <br /> PERFORATPLASTIC PIPE DIKE MAX <br /> ED MAXova TDiKE <br /> TOTAL WIDTH <br /> mg <br /> PERFORATIONS SSPACED 36• 17ON �� I + <br /> ENDON FE WRtic: <br /> VIEW ORy�. ' TIONI PLAN VIEW <br /> YM P IIF D END PERFORATION OFA PERFORATED -LATERAL --- <br /> Gaq C. <br /> PERFORATIONS ON BOTTOM OF <br /> PLASTIC PIPE <br /> 9Q� �r s:' 1 :, s.r ""•-c'f•t .1 Md Ce.t clp.F.erk tw ftw <br /> s 's(ALTERNATE LOCATION ' ;i, Later ':t�1.Nr I bw w ere.r c.wrd <br /> OF PIPE FROM PUMP) ) <br /> • Y�ie� •NwrIT�oP Hwlre.t.pr . <br /> END CAP 9�% RA( vs/l PIw Id Roc A•91 R"k L"w Edge <br /> / f pRAIED IAtE 2"PIPE FROM .+ .a cko"Sad Loren •�i«:.ou Id.I <br /> PER PUMPING CHAMBER <br /> \ r FNpfN "wet.sou Properly Scoruwed <br />