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PERFORATED - <br />�,�_.� LATERALS <br />SANDY LOAM SOIL <br />LAYER OF STRAW OR <br />- MARSH MAY COVERED , ' <br />WITH RED ROSIN PAPER �.' = / / -_ r <br />OR <br />PIPE �'R& p <br />CLEAN DOCK <br />DIVERSION FOR <br />6" TOPSOIL • •1 I SELECT j r N0'' SURFACE WATER <br />- _ •. AS LEVEL A VIE AS POSSE FOR T►E MOUND <br />,s' ,•' , 2 REMOVE EXCESS VEITTAT . PILOIK DESK OR �w MW Wp1 T( X <br />"wG EM T►1E S41�C[ IOIL 6 ND4ES OED QQ_TrNS OKl i TIE MgISTURE <br />COMTLINT K 1E55 T►MM THE PLASTK IN a0ti IS PLASTIC i IT CAN BE ROLLED <br />• ► ' / INTO yr Iti r1CrI wrEl. DO NOT !1/1FACE <br />,� ' •I: / ,'� COJiDRM0ML1I c ►ECA1�iR1Rp <br />M' <br />�`•,�.� • .. / t' ,//• N A RASTIc C01OIDO NOT <br />TWIN <br />/DR CONSTRUCT" THE IIOUIO 10 AS NOT <br />�'�. 911 � •:C • 10 QCT TSE IiOI�L,T � � /� <br />M� �• 1 .: • TIOiNERA TN� AT T1YM 120 � �I &XLNO lfr%U pa"s <br />'V(���5. ( 11 rf l%,► MINUTES PER INC11�� PLACIWQ T1E�D< CLEAN SAND <br />S THE 12 IDE LATER OF �FiN Sit UA) K PUR OF TIE AOIRO D�ATA3FT10 _f�1O <br />�. � :. �!- � � K CONSIDERED GLEAM t IT Wi I�S6 THE'FTRIIT ,NII_ TL1T IOP ODwCRE'It 7wMi <br />SAND <br />CLE /� OpE '' ; . !S' l TIE TOP 0� 7 H _ CF�N SAM 1AM01 AMC THE TOP OF THE IbOt �D N1RT <br />4 n1 >„ r �� •' z ... DOMST1k1CTED IEvEL <br />D BE <br />%; ` ,►y 7 DISTRIBUTION PIPES ARE I'//�� NUN DIAMETER SPOM 40 INCHES ON �/� <br />N FI SO `� `�6'—� \• • a NO CONNECTED TO A MANUOLD N THE CENTER OF THE ROCK BED. PIPES MWE <br />D�( A �`p Jam• .: " '.. r 'INCH PERFORATION• DRILLED EVERY 36 INC HS AND POINTING OOW900AND <br />8X0' `EPA YE►T - � � ``- •'�•�•.B NINE NEW DRILL <br />OF Roca T�ORE.rPOLwACB�URRSp[Hal 'T*IE PIPE. <br />.Eo LATERALS AND : <br />UP ` •'' <br />INCHES ABOVE FOR A TOTAL ROCK OfPTFI OF 12 nKH m p� <br />N� `. a••.• ! THE COVERED WITH 1A LAYEERR OF RED ROSIN PAAPPEYER R MAY 6 INCHES STRAW AT THE SEAMS. <br />i�IJR/I . a ' • 10 AT L ISS D CH 6 INCHES OF Lowy SAND SHOULD BE PLACED OVER THE TOP OF THE <br />ROCK <br />I A (rIhCN LAYER OF TOP SOIL BE <br />OAR THE ENTIRE MOUND <br />ER �AyE�12 CROWN THE SOIL �C9VE�AT�LEAASTT ABUSHED 6D INCHES NE THE CENTER MOUNDS i <br />ABOVE THE ROCX LAYER SO THAT HEAWN RAIN WILL RUN OFF <br />13 SIDE SLOPES OF THE OIHtES SHCIuLD BE NO STEEPER THAN 6-1 ON CLO SOILS <br />AND 3 I ON SANDY SOILS <br />N LAMR. DEPENDS ON M /IMOMMT OP (WLT <br />S£ f 1 <br />IS MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TANA <br />VALUES <br />16 MINIMUM PUMPING RATE IS SHOWN N TABLE RJMPING HEAD MUST K <br />ADEQUATE TO OvE p ELEVATION DIFFERENCE. FRICTION LOSS PLUS S PST <br />FOR PERFORATED LATERALS <br />