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-PERFORATED - <br />LATERALS <br />SANDY LOAM SO I L <br />LAYER OF STRAW OR <br />MARSH HAY COVERED <br />•,�-,�' <br />WITH REO ROSIN PAPER <br />PIPE PUMP <br />fir <br />3j•_2�j • .�_., <br />CLEAN DOCK •''',. ��� ,+):,y�%' : / �� <br />DIVERSION FOR <br />• - /� NOTE`' SURFACE WATER <br />60 TOPSOIL •. % ' ; : . I SELECT AS LEVEL A !TE AS P095111ILE FOR THE WOUND <br />2 REJAWE EXCESS vE�TATION. FLAY OF3Hc YLIw0[ TtFM <br />J • , / jM ROUGHEN TIE SUF011� TOIL s NOES 00 TTS pp11����� i TK M01�TURE <br />OONTENT 15 LESS THAN THE PLASTIC LIMIT W& FS PLAdTIC i 1T CAN E ROLLED <br />•: <br />we �i j MTO AN ''�L MCN wSK) 000 NOT REI�AOYI 0� T►W�Fm'w'p <br />PEIVORMAKK 004 CLAY SOIL <br />EDu1PNEXT� i[yTa0�5��M011 <br />w ��""� `r� ,i" /� �� ''• ' vG: M A PLASTTIICC C%T <br />OF0 <br />7�ir;'tri� • �I`�J '' I \ iC 3T T►E <larpmety 1 :OR OOF6rIhJCTNG THE WOUND SO AS NOT <br />M 1 ,� 4. 71ERF MIST AT z f��T Or IM OR FYl_ 9QIL ►IMnM6 A 1A- <br />. '�.�� ''-� J•J• ��• 1 TION R♦TE N� I?'O wINW IFIC11 ry FA /! 1 TMw S <br />MINUTES PER PC". PPLACIM T1E�OF CLEAN f.FO <br />/ • ✓0 <br />SLop 4. '; • s THE a INCm LAPpH OF CLiAN SAND IS P29T OF THE �p <br />► -� ' •' a ` IS CONSIDERED CLEAN IF IT CAN PA44 THE IITRnT JM1� TIST lIYO <br />4 `C TSP E,ul y�ro urrR ,wo THE TOP a T» ROCK Eim FIesT EIE <br />NO .r✓� 7 DISTRIBUTION PIPES ARE hMCH DIAMETE'N PNcnFS ON CENTER <br />FI S O1 6 —��\ '.. {' CONNECTED TO A MANI/�L.D M THE aj( ER OF T.ff BED PIPES ►VIE <br />�• r INCH PERFORATIONS DRILLED EVERT 36 INCHES AND POINTIFK DDY�Ra <br />- •`...' A NEW DRILL SIT TO / OiD B )FMS INSIDE THE PIPE <br />R�kEr� YER e NNCCHE'S�AHES E FMR A ETOTALPLACED NOCK OOVT' EN THE <br />1 iWHIMNISTEo LATERALS AND z <br />Up <br />9 THE ROCK R FIRST COVERED ED SLA NV OF IMP STRAW WHICH 6SE�. <br />. • . COVERED WITH ♦ LAYER OF RED ROSIN PAPER 6 INCHES AT THE <br />BAR%T`JRA .. 10 AT LEAST 6 04CHIM OF LOAMY SAND SHOULD K PLACES OVER THE TDP OF rm[ <br />R I ROICIt KD <br />I A 6 -INCH LAYER OF TOP SOIL SHOULD K PLACED OVER THE ENTIRE MOUND SO <br />LAYE�T1MT A CNA% COVER CAN K ESTAGUSHED <br />)2 CROWN THE SOIL COVER AT LEAST 6 RNCHO M THE CENTER Of THE MOUND <br />ABOVE THE ROCK LAYER SO THAT NEWT RAIN WILL RUN OFF <br />13 SIDE SLOPES OF THE DIKES SHOULD K NO STEEPER THAN • 1 ON CLAr SOILS <br />AND 31 ON SANDY SOILS <br />N I.M68, OEPIENIM ON THE AMOUNT OF ONLY <br />Y f) <br />15 MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SMLULO K NO MAM THE TABLE <br />VALUES <br />16 MINIMUM PUMPING 01111471 IS U40MN M TABLE PIMPING HERO MUST K <br />AOEOU♦'.E TO €E ELEv♦TION OKFERENCE. FRICTION I= PLUG S FEET <br />FOR PERFORATED LA EFALS <br />