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PERF=ORATED <br /> :Irr_• _ ' - LATERALS <br /> SANDY LOAM SOILj ' ' ; �r "• _': '" <br /> • LAYER OF STRAW OR \/ / / <br /> MARSH HAY COVERED :fir,.. / /,/1 .4'. <br /> WITH RED ROSIN PAPER <br /> / ' �y 4 <br /> J 1Jy <br /> 11/2 OR 2" `� / /,/ ' ' '- <br /> PIPE -FROM -PUMP �''..-.:. ' �. i ;�".:1';5#:/"Illi <br /> ' <br /> ' i y y y ,j� <br /> 3/.4 — 07.,/,,,.. <br /> ,• -„�,, ,�il. <br /> r. <br /> ��_ <br /> CAN BOCK - / DIVERSION FOR <br /> "c / _ i' NOS' SURFACE WATER <br /> ' TO P SO 1 L �` . ; ..--. ' // 1. SELECT AS LEVEL A SITE AS POSSIBLE FOR THE MOUND. <br /> ,� _� / 2 REMOVE EXCESS VEC�TATION.PLOW.DISK OR USING BALKINOE RA10E3t TEETH <br /> y�` % % ROUGHEN THE SURFACE SOIL 6 tNOIES DEEP DO THIS ONLY F THE MOISTURE <br /> � - CONTENT IS LESS THAN THE PLASTIC UNIT(SOIL IS PLASTIC FIT CAN BE ROLLED <br /> r ''� INTO AN lie INCH WIRE).DO NOT REMOVE ANY OF THE SURFACE SOIL.MOUND <br /> / / // ' PERFORMANCE ON CLAY SOIL DEPENDS ONREME CARE TO PREVENT CION <br /> -•r ' •-��, r v i ,+ AND PUDDLING OF THE CLAY DURING CTIOW.DD NOT USE FfiAVY �NSTRUP <br /> . i i .r y AN'ON EQUIPMENT F T DO NOT Y CONSTDURING W' TIE TIO ND T THE CLAY 501E R <br /> ter: .� -�'"'- . -- � 2r r�y)/� / i /,.../ <br /> W A PLASTIC CONDITION. <br /> ---5.2-,,.....---..-- .•�'/� , _ y 1 '3- USE ONLY TRACK-TYPE EQUIPMENT FOR CONSTRUCTING THE MOUND SO AS NOT <br /> - 9 ,/. / .., <br /> i` M %" TO COMPACT THE ORIGINAL SOIL <br /> �1 - ' .—J ' 4. THERE MUST BE AT LEAST 2 FEET OF NATURAL OR FILLSOIL HAVING A PEICOLA- <br /> - - �'`•1 t TION RATE NO SLOWER THAN 120 MINUTES PER It i AND NO FASTER THAN 5 <br /> �ti .. '�_ - • - •..:%:.; MINUTES PER INCH,BERNE PLACING THE LAYER OF CLEAN SAND- <br /> * 1.''y+' S THE 12 INCH LAYER OF CLEAN SANG t5 PART OF THE MOUND CONSTRUCTION.SAND <br /> `• �o S` „-�� 4 �' .•' - ` •,. x L' `IS CONSIDERED CLEAN FIT CAN PASS TIE RUR .LAR TEST FOR CONCRETE SMD. <br /> SC�� OpE . r y :: THE TOP OF THE CLEAN SAND LAYER AND THE TOP OF THE aoa BED NET BE <br /> • CONSTRUCTED LEVEL. <br /> • '��" z, �? y .. �!.�` 40 INCHES ON CENTER <br /> A t DISTRIBUTION PIPES ARE 11/2-INCH DIAMETER SPACED <br /> _ FI LL SOD ` .,..•.... _-.•., . CONNECTED RFO TI A MANIFOLD IN THE CENTER OF THE ROCK BED. PIPES HAVE <br /> • �� �• •�• ,..-i: !'INCH PERFORATIONS DRILLED EVERT 36 INCHES AND ppll.-lNG DOWMLL4RD. <br /> 1, �; '`•:'.` "-.' . LEE A NEW DRILL BIT Tal AVOID BURRS INSIDE THE PIPE.r <br /> BROKENAYEI 'R -.. NINE IN ABOVEES FOR ARE <br /> H I PERFORATED ED LATERALS AND 2 <br /> Up 9. THE ROCK 6 FIRST COVERED WITH A LAYER OF FAY OR STRAW WHICH 6 THEN <br /> }�LA� a-•- COVERED WITH A LAYER OF RED ROSIN RAPER LAPPED 6 WOES AT THE SEAMS. <br /> RURq -• INO4Es OF LOAMY SAND SHOULD BE PLACED OVER THE TOP OF THE <br /> R i ER. LL vy' ' I. �T A GRAS OF TOP <br /> AN��SHOULLEETABD BE PLACED OVER THE ENTIRE MOUND SO <br /> I E�12 ACnowN THE BOVE THE ROO( LEER SO THAT HEAVY RA NNTHE W HEILL RUN OFF.OF THE MOUND <br /> 13. SIDE SLOPES OF THE DIKES SHOULD BE NO STEEPER THAN 401 ON CLAY SOILS <br /> AND 3.1 ON SANDY SOILS. <br /> M,_ ETZ,DEPENDS ON THE AMOUNT_OF.DAILY <br /> ). <br /> 15. MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TABLE <br /> VALUES. <br /> 1E MINIMUM PUMPING RATE IS SHOWN IN TABLE. PUMPING HEAD MUST BE <br /> ADEQUATE TTOOTOVERCOME EL E\ TION DIFFERENCE, FRICTION LOSS PWS 5 FEET <br />