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PERFORATO <br />LATERALS <br />7 <br />SANDY LOAM SOIL ­ <br />lo, <br />LAYER OF STRAW OP <br />MARSH HAY COVERED-%, /f,�''.�"�` <br />r <br />WITH RED ROSIN PAPER <br />I/ OR 2" <br />PIPE NOM PUMP <br />DIVERSION FOR <br />NOTES SURFACE WATER <br />To" .0 <br />CLAN WOCK <br />A SITE AS FOSSWE FOR THE MOUND <br />To P SOIL— 5L,L(' Ar, IJ_VEA <br />2 =Ex -..HOE RAAQR TQ'TK <br />U9NG W M04STURE <br />THIS 0-4-Y IF THE <br />jw <br />TWSt;WTa Do <br />OoNnNy 6 LESS THAN THE PLASTIC LIMIT llgIL TlSEW,:SEF IT CA" BE AOLLLD <br />D <br />INTO AN 1/, INCH WSW) DO ANG <br />AN' K61MOU' <br />ME CARE TO PVL T CO%O*,CTK'W <br />'L awsmx <br />=V' ON ' THE SOIL IS <br />11 OF 4 CLAI 1=31J00-1 00 .01 USE W <br />PON EOUIPMENT AND Do NOT comSTPLICT TI -f MOUND WHEN <br />IN A PLASTIC CONDITION <br />ALK -TYPE EQUIPMENT FOR CONSTRUCTING THE MOUND So AS NOT <br />THE ORIGIINAL SOIL <br />L SOIL HAolmG A <br />4 THERE MUST SE T, .2,W XsinKel-�� STER <br />'4X o/ TION RATL 40 Sn.$tSfm NO 11 <br />MINUTES PER II' l.. AYER OF CLEAN SAND <br />gEFW PLACING THE <br />5 THE 12 INC,_ LAYER OF CREWSAM IS PART OF THE MPUND CoNsTwtrTloh SAND <br />IF 95 THE 'FRuiT .WR TEST FOR CONCRETE SOO <br />1 T CAN W <br />IS CONSIDERED CLEAN <br />AMC) THE TOP OF THE R" BED MUST BE <br />S 6 THE P Of THE CLEAN SAM LAYER <br />LOpE CON, RUCTE <br />CLEAN r,�f A' D LEVEL I'NCH DIAMETER SPACED 40 INCH <br />I DISTRIBUTION PIPES ARE 1�f THE ROCU BED PIPES HAVE <br />ES ON CENTER <br />SOD36 <br />ANG CONNECTED TO A MANIPOLD IN THE CENTER SAND FILL PER 0 1�" EVERY 36 INCHES AND POINT -NC, D0*NWARD <br />CL 8 THE PIPE <br />XINACZEW 1��T eURM INSIDE <br />SROK�rAYER NINE INCHES OF ROCK hR PLACED U"rjER THE PERFORATED LATERALS AND 2 <br />8 FOR A *.L ROCK DEPTH OF' Q INCHES 'N <br />N INCHES AWA TRA WHICH 6 -HE <br />9 AppED 6 INCHES AT THE SEAM' , <br />Up THE NOCX IS FIRST COVERED WITH A ; LAYER OF L HAY OR 5 <br />CDVEqED WITH A LAYER OF RED ROS N PAPER <br />NATu 0 AT LEAST 6 Wk*5 Or LOAMY SAND SHOULD BE Pt 1%fl-C' Ov"' rHE TOO OF Tl r <br />SARFiIiERRAL RDCK SED OF TOP SOIL SHOULD BE PLACED Ok4P THE ENTIRE MOUND SO <br />LII A 6 -INCH LAYER <br />AYETHAT A GRASS COVER CAN BE ESTABUS"M <br />12 CROWN THE SOIL COVER AT LEAP 6 INCHES IN THE CENTER OF THE MCILINC <br />ABOVE TIE ROCK LAYER So THAT HEAWY RAIN WILL " OFF <br />13 `IDE SLOPES Of THE DIKES SHOULD BE NO STEEPER THAN 4 1 ON CLAY SOILS <br />ANC, 3 1 ON SANDY SOILS <br />HI AgCAL MM fia. gEpemCW THIE AMIGIMUT OF DAILY <br />DwAodwwa <br />• sf f <br />SHOULD K No MARE THE TABLE <br />os MAximUM EFFLUENT D04 <br />,X PER PUMP CYCLE <br />VALUES <br />16 MINIMUM PUMPING RATE IS SHOWN It TAB" PUMPING, HEAD MUST K <br />tMOUAII TO K EBF ,,ATION DIFFERENCE. FRICTION LOSS PLUS 5 FEET <br />on PERFORATED LA*E A► <br />