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MIDDLE ROAD40 18� 151 18' oe <br />30' FROM E.O.P. 30, 6" SOIL COVER FILTER FABRIC <br />NEW • _• :... • • : • ' : ���i,.�%///�����/O ���OO�D/�%���0����/i.�/,//��%/%, ,• • • .. • � • • . . <br />MOUND , <br />130' INSPECTION TUBES 12" WASHED SAND <br />9" WASHED DRAIN ROCK SCARIFIED NATIVE SOIL SURFACE <br />C�_r <br />1" DIA. SCH. 40 PVC LATERAL (4) <br />EXISTING 1 0' 20' - <br />EQUALLY SPACED 3' APART <br />MOUND RESERVE MOUND <br />SYSTEM AREA: ELEVATION VIEW <br />INSTALL BALL 100, NEW AREA= MOUND SYSTEM <br />VALVE TO 6500 SQ. FT. N.T.S. <br />CLOSE OFF <br />EXISTING MOUND RESERVE AREA= NOTES: <br />5,000+2000= TOP VIEW BOTTOM VIEW 1. P&L CONCRETE 1200 GALLON, 2 COMPARTMENT <br />7,000 SQ. FT. <br />STANDARD SEPTIC TANK (No. 3 TANK) TO BE <br />INSTALLED 50' GALLON TANKS ((TANKS Nos. 1WING THE X&2;NGING TWO 1,600 <br />5000 SQ. FT' 2. POLYLOKO PL -122 EFFLUENT FILTER INSTALLED <br />AT OUTLETS OF SEPTIC TANKS Nos. 1 & 2. FILTERS <br />NEW 1,200 GALLON, TWO COMP. <br />WILL REQUIRE PERIODIC MAINTENANCE. <br />4" THREADED E 3. ORENCO® BIOTUBE PROPAK TO BE INSTALLED <br />o TANK. SECOND COMPARTMENT P P <br />�FlNSIHEO GRADE ® ® IN SECOND COMPARTMENT OF SEPTIC TANK No. 3. <br />TO BE PUMP CHAMBER W PART NUMBER FT1254 36AR (DEMAND DOSING). <br />DISCHARGE ASSEMBLY PART No. HD100 (2"). <br />0 f 5CH f0 PVC PIPE FILTER ON BIOTUBE WILL REQUIRE PERIODIC <br />WRAP IC OS R WITH ETAUCFILTER MAINENTANCE. <br />FABRIC OVER NON-ryETALIC <br />1/8' 5CREEN, SECURE WITH ® ® ® — Handle assembIV <br />O ZIP TIE OR EQUIVALENT POLYLOK® <br />EXISTING 1,600 GALLON TANKS (2) LY 4. DUPLEX, ON -DEMAND ALTERNATING PUMP <br />SYSTEM IN BIOTUBE. PART NUMBER PF300511, <br />NM ArderedSepastely) SINGLE PHASE, 120V, 30 GPM. <br />NATIVE sa as",xsF (atlaled separatery) <br />I cu <br />aramoao ns <br />O k VMIN. - -- 5. S.J.E. RHOMBUS EZ SERIES° DUPLEX CONTROL <br />mP) _ PANEL, PART NUMBER EZS41W114X6A8AC10E15. <br />IrrnN. <br />��cg <br />r - <br />"'pe coupling 6. SET HIGH WATER LEVEL ALARM APPROX. 26" <br />FROM TOP OF TANK No. 3 PUMP CHAMBER TO <br />Biotubes ALLOW FOR SURGE CAPACITY. DOSE VOLUME <br />APPROX. 64 GALS, 4 MINS. ON/OFF FLOAT <br />m, Vault � --- <br />SPACING = 8". 1" = 8 GALS IN PUMP CHAMBER. <br />7. INSTALL BALL VALVE AT POINT WHERE EXISTING <br />--Inlet holes 4 FORCE MAIN BECOMES CENTER -FEED MANIFOLD. <br />CONTINUE FORCE MAIN NORTH TO NEW MOUND SYSTEM. <br />Support coupling <br />8. NEW MOUND SYSTEM WILL BE CENTER FEED 2" <br />PL -122 HOUSING MANIFOLD WITF 1" DIA. PRESSURIZED LATERALS TO <br />PART NO. - 30142HAVE 1/8" ORIFICES SPACED FIVE FT APART. ORIFICE <br />0s-uppwbracket' SHIELDS INSTALLED OVER ORIFICES. RESIDUAL HEAD <br />Cutaway view sine view TO BE FIVE FT AND OBSERVED BY EHD, 90 DEGREE <br />PLAN VIEW ELECTRICAL SWEEPS (TURN -UPS) INSTALLED IN <br />IRRIGATION (CHRISTY) BOXES AT ENDS OF LATERALS WITH <br />NEW SEPTIC TANK / MOUND SYSTEM SCREW -ON CAPS. MOUND SYSTEM CANNOT BE DRIVEN <br />ON OR USED AS STORAGE. INSTALL BARRICADES AROUND <br />INSPECTION <br />PL-122 MOUND SYSTEM, E.G., RAILROAD TIES OR EQUIVALENT. <br />N.T. S TUBE 9. REVIEW ATTACHED NOTES ON MOUND SYSTEM <br />HOUSINGBIOTUBE CONSTRUCTION DETAILS. <br />DATE AUG/2016 <br />DRAWN BY <br />RAS <br />CHECKED BY <br />DC <br />JOB N0. <br />SOUTHWINDS <br />1 <br />Of 1 <br />0 <br />Z <br />Q <br />�O <br />J <br />=tea <br />U <br />W <br />0 <br />cf)J <br />G <br />o <br />'^ <br />Z <br />0 <br />U <br />Q <br />�M� <br />Z0) <br />Z <br />w <br />; <br />a) <br />a <br />~ <br />O <br />V <br />CD <br />d. <br />O <br />U <br />1 <br />ob <br />cD <br />a <br />rk11110- <br />0 <br />Z <br />J <br />'^ <br />a00 <br />Z0) <br />Z <br />w <br />; <br />a) <br />a <br />0 <br />q* <br />O <br />V <br />NX <br />to <br />O <br />U <br />1 <br />ob <br />cD <br />V <br />O <br />o <br />W�' <br />0 <br />a <br />o� <br />Z <br />W <br />V <br />