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PERFORATEDLOAMY SAND CAP <br /> FABRIC_ LATERALS LAYER GEOTEXTIIE PERFORATED LATERAL <br /> „r41'J 'f'' -=' — -•---_ ,".. ; GRASS COVER 6 INCHES <br /> SANDY LOAM IEAN SAND FILL <br /> SOIL r' ' `� - �•�''}'�:i�� TOPSOIL <br /> •. � �^ •'.?�., �•� �. <br /> J MAXIMUM SLOPE <br /> 3 TO 1 <br /> LAYER OF GEOTEXTILE ,;, �' ,% L' / ;' *" TOPSOIL �i LEA INCHES 4 <br /> FABRIC OR 4 INCHES OF r' ;•„�;;''.� ; PLOWED OR SU <br /> HCOVERED BY - l ! j DISKED SURFACE <br /> BqY BUILDING PAPER �'` :�/ uesolL <br /> CROSS SECTION A-A <br /> PIPE ROM PUMP— <br /> /' f �.•' PIPE FROM <br /> , PUMPING CHAMBER <br /> 3/•_2/ <br /> CLAN DOCK . DIVERSION FOR <br /> �� �► / J• SURFACE WATER w <br /> 6' TOPSOIL� ' <br /> �'•' '�• "r i .r •'• �/� ,`t jam,.r.;_ � — <br /> AMA3 PERFORATED I <br /> � �' t-9••//" X ' LATERALS I <br /> `AAI p` •j`'�'_� .. 7:t�h itnt � : : � F=•• <br /> Sip 6 BED AREA. <br /> .aNNO 2 <br /> FIJI <br /> LAY <br /> BRpk EN ER <br /> UP N: N I W A <br /> BgRRICRR TU IAYF� A — — x : w - m . <br /> I , <br /> Z z , - <br /> I 20 <br /> INCHE HCHES <br /> LAYOUT OF PERFORATED PIPE LATERALS FOR _ I <br /> PRESSURE DISTRIBUTION IN MOUND <br /> DIKE <br /> 10 <br /> PERFORATED PLASTIC PIPE <br /> TOTAL WIDTH <br /> Io <br /> SPACbqG <br /> PERFORATIONS SPACED 36' • <br /> ON CENTER. p�FORATION RfpRAtlLW I <br /> VIEW ENO SIZE MAY BE V14C.Thi. j6� A. PLAN VIEW <br /> OR <br /> eMANIFOLD END PERFORATION OF A PERFORATED LATERAL <br /> PIPE - <br /> Grow lava <br /> PERFORATIONS ON BOTTOM OF <br /> PLASTIC PIPE T""m <br /> 90% �r _ _ ,r``�`r•,:. -•-moi �'�•L�r of C..eleallle FoWk tr faur- <br /> �� =a(ALTERNATE LOCATION }' OW"seed `w M:M "ow)ow <br /> ~ <br /> OF PIPE FROM PUMP) --a fro Parlor lien dYled Ilrlronally <br /> Into P /Nor lbP . <br /> ajf Pp,a Y Leoal 12'to Edge <br /> END CAP 90. ERAL oy Feld Roc of Rech Lear <br /> rw <br /> / ERF0RA11:0 Lpr <br /> PUMPING FROM <br /> O MBER aeon trona Leger sa om'I oateral of <br /> Pof .. .. <br /> ir <br /> FNGfN flrlylnei ssu ►.00.►1r ScoruNd <br /> L rf.lw.PlecMe Sewd 1 m..r <br />