Laserfiche WebLink
30" DIA MIN. ACCESS DISCHARGE ASSEMBLY BY ORENCO <br /> RISER WITH GAS TIGHT WITH A BALL VALVE AND A CHECK <br /> AND H-20 TRAFFIC RATED VALVE. TYP OF 2. SEE NOTES 8 AND 9 <br /> LID (TYP.) FINISH GRADE <br /> 10'TO NEXT LEACHLINE TRENCH <br /> MH ARCHITECTS <br /> PVC SPLICE BOXPIPEPENETy�.:*' %// <br /> FINISH GRADE SEE DETAIL 7/SS-8 8N // / <br /> NATIVE <br /> (TYP.) 6" MIN -24" MAX BACKFILL <br /> rtt n( n,d <br /> rl <br /> XX TO FILTER FABRIC MIRAFI 9 + •�'7'-% r. <br /> VPER <br /> CEMAIN Q CONTROL 140N NON-WOVEN OR This draping is me property of MH <br /> IZE AND SEPTIC PRECAST <br /> PER PLANS CONCRETE TANK, IAPMO PANEL .j o EQUAL prohibited. <br /> APPROVED. CAPACITY Architects.Any unauthorizeduse m pa <br /> OR SST-2 Z "_ ih EFFLUENT DISCHARGE, orinwnoiewano wdtlenpermissionls <br /> 2" MIN <br /> g PER PLANS AND SEPTIC SIZE AND INVERT PER ORIFICE SHIELD Kennedy/Jenks <br /> T-4) CONDUIT 42" MAX <br /> TANK SCHEDULE PLANS Consultants <br /> SEAL PVC PERFORATED ENGINEERS&SCIENTISTS <br /> ED <br /> INLET ( j " <br /> VERT LEACH LINE 3ANFRAf osreEErs101 990sourHsANranNcisco,cA on1o�PHONE (414)2432150 <br /> FPX (416)899-099B <br /> 1" -2-1/2" DIA WASHED <br /> SUPPORT <br /> DRAIN ROCK FREE OF <br /> PIPE <br /> 1MINFINES <br /> BOTOM OF <br /> LEVEL &ALARM 2" <br /> X'2/11,/ 18' MIN - -. .. _ -........__ _ -._ _ ........._ ._ .......__ .. - - I ASSEMBLY BY ORENCO j` TRENCH TO BE <br /> CONTROLFL A <br /> .. / / 0 LEVEL <br /> Ay� TO PIPE PENETRATION EXTERNAL 5 <br /> / SEE DETAIL 7/SS-8 FLOW <br /> / FILTER / % <br /> (TYP.) INDUCER CARTRIDGE /% yTOTO <br /> SANITARY <br /> TEE / /all <br /> 24 <br /> SLOPE SIDES OF 20' SEPARATION TO GROUND WATER MIN <br /> //� '!' <br /> EXCAVATION /h; �� SCREEN VAULT / / `I <br /> PUMPBY INLET PORTS j Asa oNE. <br /> PNEA N N9 FSE ECR ANY T113 <br /> I / OAT C w 5INALL K SARI NTT BE A. FZF ONS <br /> TY, ORENCO, ., v. <br /> COMPACTED C/i TYP OF 2. BIOTUBE <br /> FILL ' BAFFLE SEE NOTES PUMP VAULT LEACHLINE TRENCH DETAIL 2 <br /> 7 AND 9 0 SEE NOTES 7 0 j/ N.T.S. QR�FESS�0�,9 <br /> i�XAND 9 ei �F'y <br /> PVC RISER OR <br /> PRECAST CONCRETE VENTED FIBERGLASS <br /> No. C6176 <br /> BOX WITH COVER GASKETED LID WITH TO LEACHFIELD STAMPED "SEWER"VALVE BOX WITH OVER Exp.6//30//9 <br /> \, STAINLESS STEELor <br /> FG WHERE SHOW BOLTSANDCARBON ZONE FINISH GRADE t}lF CIV C10- <br /> FINISH \P <br /> OF CAO <br /> SEPTIC TANK SECTION <br /> AIR/VACUUM RELEASE N <br /> VALVE <br /> 12" MIN TYP. <br /> �t * Z <br /> 2" SAND OR PEA GRAVEL, TYP. BOTTOM OF EXCAVATION 6 WAY <br /> SHALL BE LEVEL, TYP. AUTOMATED ( <br /> 3/4" INSPECTION BALL DISTRIBUTION <br /> VALVE VALVE MODEL <br /> a V6606A BY t <br /> N ORENCO o - t/) <br /> ZTOY <br /> o o a 0 <br /> o 0 <br /> LL O <br /> NOTES: R CONCRETE U_ <br /> AIR VALVE ASSEMBLY SCREEN SECTION � O <br /> 1 . SEE PLANS FOR TANK DIMENSIONS, PIPE INVERT ELEVATIONS AND ORIENTATION. PIPING MODEL ARA BLOCKS <br /> (LEVEL) m I ' <br /> LL <br /> 2. SEPTIC TANKS SHALL BE CONCRETE PRECAST MODELS: JP750 FOR SST#1 , JZ3000EE-ST FOR DRAINBACKBASE m <br /> CONNECTION <br /> SST#2, SST#3A, SST-3B, AND SST#4. TANKS SHALL BE MANUFACTURED, BY JENSEN PRECAST OR TO VALVE PIPE SUPPORT FOR <br /> LEACHLINE 2" ISOLATION BALL FROM SEPTIC <br /> VALVE INSTALLATION (TYP.) <br /> EQUAL. VALVE PUMP TANK <br /> 3. TANK EXCAVATION SHALL FOLLOW MANUFACTURER REQUIREMENTS. PLAN ZZOLEACHFIELD <br /> ONE <br /> 4. TANK AND RISERS SHALL BE CAPABLE OF WITHSTANDING H-20 HEAVY DUTY TRAFFIC LOADING. <br /> 5. PROVIDE BUOYANCY CALCULATIONS FOR THE ENGINEER PRIOR TO PURCHASING TANKS. AIR/VACUUM RELEASE VALVE DETAIL 3 3 WAY AUTOMATED DISTRIBUTION VALVE DETAIL 4 <br /> 6. GROUNDWATER SHALL BE ASSUMED TO BE AT 20 FT BELOW GRADE, ACCORDING TO THE N.T.S. N.T.S. <br /> GROUNDWATER EVALUATION PERFORMED BY LIVE OAK GEO ENVIRONMENTAL INC. <br /> 7. SEPTIC TANKS SST-1 , SST-2, SST-3B, FIRST HOLE AND SST-4, SHALL HAVE A BIOTUBE PUMP VAULT D =48" MAX 1/20FD <br /> PVC GATE VALVE BOX WITH COVER <br /> VALVE SCH80 STAMPED "SEWER" <br /> CONTAINING AN EFFLUENT SCREEN AND TWO EFFLUENT PUMPS THAT WILL OPERATE IN AN C <br /> PRECAST CONCRETE C: <br /> BOX <br /> H H-20 <br /> ALTERNATING DUPLEX CONFIGURATION. BIOTUBE PUMP VAULTS SHALL BE MODEL PVU-57-1819-L, SECOND HOLE RATED OVER TRAFFIC <br /> N FINISH GRADE FLOW METER MODEL RATED COVER '^ <br /> FM-200 BY ORENCO V J <br /> AS MANUFACTURED BY ORENCO SYSTEMS INC. //, (INSTALLWITHZBOLT <br /> / �' FLANGED CONNECTION) <br /> 8. THE DISCHARGE ASSEMBLY SHALL BE MODELS: HV-125-BC FOR TANKS SST-1 , SST-2 AND SST-3B, INVERTSSFM ANDSI E) m <br /> INVERTS AND SIZE) <br /> AND MODEL HV-200-BC FOR TANK SST-4, AS MANUFACTURED BY ORENCO SYSTEMS INC. BACKFILL <br /> 1" -2-1/2" DIA FITTING � O <br /> 41 <br /> 9. SEPTIC TANK SST-3A SHALL NOT INCLUDE A BIOTUBE PUMP VAULT, NOR PUMPS, NOR AN GRAVED PEA FITTING U <br /> EFFLUENT SCREEN OR DISCHARGE ASSEMBLY. INSTEAD SST #3A SHALL HAVE AN EFFLUENT FILTER FABRIC W Z3 M <br /> MIRAFI 140N 6" MIN. z O � 00 <br /> NON-WOVEN OR PVC PERFORATED <br /> FILTER MODEL FT-15-54-36, AS MANUFACTURED BY ORENCO SYSTEMS INC. THE EFFLUENT FILTER o c LEACHLINE BLOCKS <br /> S ( ESCREEN o <br /> SHALL INCLUDE A HIGH WATER ALARM FLOAT. EFFLUENT FROM SST-3A WILL FLOW BY GRAVITY EQUAL BLocKs (LEVEL> <br /> INTO SST-3B. PVC GATE SECTION FLOW O U d? (, o <br /> 10. THE ENTIRE SPACE WITHIN THE SEPTIC TANK IS A CLASS 1 , DIVISION 1 HAZARDOUS LOCATION. VALVE SCH8o <br /> CONCRETE SCREEN m 1 <br /> 11 . SEPTIC TANKS CONTROL PANEL SHALL HAVE AN AUDIO AND VISUAL ALARM. BLocKs (LEVEL) 0 <br /> PVC PERFORATED ' ; U) V <br /> LEACH LINE 12" 10D v W N <br /> o SSFM (SEE PLANS OR Z <br /> V RTS AND SIZE) 5D ui L C) (� <br /> N <br /> co <br /> 0 5 LL <br /> r- PVC TEE b ` <br /> N SEPTIC TANK AND EFFLUENT PUMP SCHEDULE <br /> N PLAN NOTES: REV DATE <br /> VALVE BOX WITH COVER PROVIDE STRAIGHT PIPE RUN LENGTH BEFORE AND <br /> TANK SST-1 SST-2 SST-3A SST-3B SST-4 <br /> STAMPED "SEWER" AFTER FLOWMETER AS REQUIRED BY MANUFACTURER PERMIT SUBMITTAL 1/27/2017 <br /> CAPACITY (GAL) 750 3000 3000 3000 3000 FLOW METER INSTALLATION 6 <br /> W LEACHLINE BALANCING VALVE DETAIL 5 <br /> a RIM EL (FT) 28.69 29.50 30.00 30.00 32.20 N.T.S. N.T.S. <br /> 0 <br /> TANK BOTTOM EL (FT) 20.28 20.00 17.75 17.44 19.41 <br /> ELBOW WITH THREADED PLUG <br /> WITH HOLE FOR SQUIRT HEIGHT <br /> DISCHARGE PIPE DIA (IN) 1 .25 1 .25 4.00 1 .25 2.00 RE-ADJUSTMENT <br /> PURGE VALVE BOX WITH <br /> PVC PURGE <br /> LOW WATER ALARM EL (FT) 24.11 23.83 SEE NOTE 9 21 .27 23.24 BALL VALVE COVER STAMPED <br /> SCH 80 <br /> LAST HOLE <br /> PUMP ON EL (FT) 24.61 24.33 SEE NOTE 9 21 .77 23.74 CLEAR OF FINISH GRADE <br /> SCREEN BLOCK <br /> LAG PUMP ON EL (FT) 26.03 25.75 SEE NOTE 9 23.19 24.37 ' <br /> / .. <br /> NATIVE <br /> N HIGH WATER ALARM EL (FT) 26.53 26.25 SEE NOTE 9 23.69 24.87 BACKFILL <br /> PUMP FLOW (GPM) 23 16 SEE NOTE 9 21 60 FILTER FABRIC <br /> > MIRAFI140N o <br /> SCREEN <br /> PUMP TDH (FT) 54.30 53.70 SEE NOTE 9 54.50 71 .80 NON-WOVEN OR BLOCONCKS <br /> EQUAL c BLOCKS (LEVEL) o o <br /> m <br /> ORENCO PUMP MODEL PF500511 PF500511 SEE NOTE 9 PF500511 PF7515 <br /> 0 1"-2-1/2" DIA PVC PERFORATED <br /> o WASHED PEA LEACH LINE <br /> 04 PUMP HP 0.50 0.50 SEE NOTE 9 0.50 1 .50 GRAVEL <br /> Date: NOVEMBER 2017 <br /> co Drawn By: CL <br /> C:) <br /> Project No.: 1665033*02 <br /> CIDSEPTIC TANK & EFFLUENT PUMP SCHEDULE 1 LEACHLINE PURGE VALVE DETAIL 7 Scale <br /> N.T.S. DETAILS <br /> 0 N.T.S. <br /> Ncli I <br /> SHEET NO.: <br /> Cl) <br /> Cu <br /> 11.10 <br /> to <br /> SS-9 <br /> a <br /> 0 <br /> N <br /> Z <br />