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PERFORATEDLOAMY SAND CAP <br /> LAYER OF GEOTEXTILE <br /> LATERALS FABRIC PERFORATED LATERAL <br /> �`• .. .. _.._ •- ._. GRASS COVER 6 INCHES <br /> SANDY LOAM SOIL ' - ""^' "` :LEAN SAND FILL TOPSOIL <br /> Y `"'�`y� <br /> '• ! i' %�., MAXIMUM SLOPE <br /> 3 TO I <br /> LAYER OF GEOTEXTILE <br /> FABRIC OR 4 INCHES OF EAN ROCK <br /> 4' <br /> • ,�, s ��, iJ TOPSOIL PLOWED OR 3✓4 26/= INCHES /.SIOPf <br /> HAY COVERED BY OISKEO SURFACE <br /> BUILDING PAPER .?` / � UBSOIL <br /> t I/ OR 2' ,�: �.� % CROSS SECTION A-A <br /> t... <br /> PIPE ROM PUMPIle <br /> ':• <br /> PUMPING FROM <br /> CLEAN MOCK . ��.� ' �' /� DIVERSION FOR <br /> I SURFACE WATER <br /> Y <br /> 6* TOPSOILS <br /> A.• <br /> i(' — PERFORATED <br /> j�r9•,/ LATERALS I !, <br /> :C a SLOPE <br /> >;. <br /> fJ0 FILL •S.pDy� !1� - �.;1t;�a• r�:: BED AREA I .� Z <br /> OkE YER .7 7- <br /> up <br /> RIERRALAYfR <br /> I o '0 <br /> � a <br /> � 20 <br /> INCHE I � -rINCHES _ <br /> LAYOUT OF PERFORATED PIPE LATERA' S FOR = I <br /> PRESSURE DISTRIBUTION IN MOU` 0 <br /> DIKE O FEET —DIKE <br /> PERFORATED PLASTIC PIPE <br /> MAX. <br /> �LWIOD�TIH ��NPERFORATIONS SPACED 36' faSPa�IN� <br /> L::J:�Tl <br /> END ON CENTER. PERFORATION R <br /> 512E MAY BE 3A6* ' a: � A PLAN VIEW <br /> VIEW OR ��.. 16' <br /> 2"MANIFEOLD END PERFORATION OF A PERFORATED LATERAL <br /> PIP <br /> C « ~ <br /> PERFORATIONS ON BOTTOM OF '! w <br /> \ PLASTIC PIPE ' TapeY <br /> QO., <br /> ,•LOtr«N Geoloetllo Fabric («tar• <br /> l -= Loom So"Low• Y�rctlA�bOf « .«W <br /> p.r Iwaw ae <br /> = (ALTERNATE LOCATION wire red roots yoow) <br /> OF PIPE FROM PUMP) <br /> P«Iar lion OrAIW Herlsonlaity <br /> • Nh Ho« lip <br /> L/END CAP 10, ( •�o Fbl Rost N Ram*LowLo Layer Eaq. <br /> 0 !Ar£Ra � Porlwaskm L.00lo0.I <br /> �%� pERFORpl E <br /> PUMPING CHAMBER Clava sexd Layw Bottom.s Lar«al <br /> P ► <br /> i��NGf NMt..Ipill.sh°°«lrr ut.r <br />