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<br /> AT CENTER OF DRAIN ROCK 2" 1.0' DEPTH OF LOAM <2 o v
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<br /> AT EDGE OF DRAIN ROCK
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<br /> 100% RESERVE/REPLACEMENT AREA N� o Q E
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<br /> 1.5' DEPTH OF FILL SAND
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<br /> 215' NATIVE SOIL
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<br /> SCALE IN FEET
<br /> LIMITS OF OBSERVATION TUBE (4) 1.5" PVC SCH 40 MANIFOLD LINE FILL AND CAP
<br /> DRAIN ROCK OFFSET 1' FROM SOUTH MANIFOLD LINE MANTECA LOAM (TYP.) GEOTECHNICAL
<br /> FABRIC a iz
<br /> BLOCK MASONRY -
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<br /> AROUND PERMETER 2" PVC SCH 40 �
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<br /> SOIL-EFT=LUENT 5z
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<br /> INTERFACE SCARIFY SOIL
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<br /> ELEVATION VIEW 8"-10" DEEP
<br /> FILL WITH GROUT (TYP.)
<br /> �o �Feet treat op to 6110JA s per day TWO COURSE BLOCK
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<br /> MASONRY 8"x8"x16"
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<br /> LIMITS OF MOUND
<br /> SYSTEM 1.5" PVC SCH 40 MANIFOLD LIN!* GROUT (TYP.)
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<br /> a•�,rFola rY "J" HOOKS 32" O.C. ,t4
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<br /> °'''d,� ?751 2 #4 BAR
<br /> FOUR P-TE-50 NEW 1600 GALLON P&L B1/2
<br /> 1/2 WP TURBINE PUMPS IN � CONCRETE-2 COMPARTMENT ,,,,*�,
<br /> FILTERED PUMP VAULT 1 � SEPTIC/DkOSE TANK E�1�I1.N��1-OUND SYSTEM , „�;�_�.,�
<br /> BLOCK MASONRY
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<br /> 0 ALL DRAIN ROCK AND SAND TO BE
<br /> HAULED OFF TO LANDFILL PER SJCEHD CL�
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<br /> FILL WITH GROUT TYP. ~
<br /> #4 REBAR CONTINUOUS (TYP.) = Q
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<br /> 4" PVC SCH 40 APPROX. 450 FT" 4" PVC SCH 40 APPROX. 450 FT.
<br /> "L" TOE OF MOUND SYSTEM GROUT (TYP.) C!? IY z
<br /> CLEAN-OUTS EVERY 100 FT.
<br /> CLEAN-OUTS EVERY 100 FT. _ _ ■,� �:�,:; 4. 1 = Z f—
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<br /> 1'x1' CONCRETE FOOTING
<br /> SCALE: NTS QC� (>
<br /> EXISTING 3 SEPTIC 1 2 Z f-- U O
<br /> TANKS TO BE CLOSED-IN
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<br /> PER SJCEWD STANDARDS MOUND SYSTEM BLOCK MASONRY CLLJ
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<br /> NEW 2000 GALLON � � �
<br /> NEW 2000 GALLON
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<br /> P&L SEPTIC TANK. SEPARATION DISTANCE SEPARATION DISTANCE P&L SEPTIC TANK. DRAWING NAME-W2004M4-PF N©TES ,� N z
<br /> TO BE DETERMINED TO BE DETERMINED STEP SYSTEM-441 PUMP VAULT-DUAL 171 HP TURBINE PUMPS-PRESSURE FILTERS — "! (0 L)
<br /> 1. TANKS: TOTAL OF SIX NEW TANKS ALL P&L CONCRETE, INC.): TWO, ._,000 GALLON, Q � �
<br /> IN THE FIELD
<br /> O IN THE FIELD GREASE INTERCEPTOR TANKS WITH POLYLOK PL-625 FILTERS AT THE OUTLETS BEFORE EFFLUENT GRAVITY
<br /> a ze.OU' 18"LID FLOWS INTO THE MIDDLE TWO TANKS. MIDDLE TWO TANKS. 2,000 GALLON, TWO COMPARTMENT SEPTIC TANKS. C:) w
<br /> POLYLOK FILTER (ZABIEL) A300 8X32 VC25 IS TO BE INSTALLED AT THE OUTLET OF THESE TANKS BEFOREcif
<br /> JUNCTION BOX EFFLUENT GRAVITY FLOWS INTO THE FINAL TWO, 2,000 GALLON, TWO COMPARTMENT SEPTIC TANKS, ALSO WITH
<br /> a O POLYLOK (ZABEL) A300 BX32 VC25 FILTERS.
<br /> 2. EFFLUENT GRAVITY FLOWS FROM LAST TWO SEPTIC TANKS IN 4" PVC SCH 40 LINES TO DOSE TANK DIRECTLY , c
<br /> NEW 26^x 18"RISER �-.
<br /> 2000 GALLON P&L NEW 2000 GALLON P&L SOUTH OF MOUND SYSTEM. INSTALL CLEAN-OUTS EVERY 100 FT AS NOTED. % N
<br /> SEPTIC TANK-2 COMPARTMENT SEP11C TANK-2 COMPARTMENT (pE�SS�U�REFILTERS 3. DOSE TANK: P&L CONCRETE, INC. 1,600 GALLON, TWO COMPARTMENT SEPTIC TANK, SECOND COMPARTMENT TO �--� I� c "� o"
<br /> WITH POLYLOK EFFLUENT FILTER �- WITH POLYLOK EFFLUENT FILTERBE PUMP CHAMBER. Q W
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<br /> 26"x 2"RETROFITO aTANKADAPTER EFFLUENT OUTLETS 4. CONTROL PANEL QUANICS, INC. CUSTOM QUAD CONTROL PANEL (CUSTOM - NO PART NUMBER). mi z Do F
<br /> 5. PUMP CHAMBER: FOUR (4) P-TE-50 % HP TURBINE PUMPS IN FILTERED PUMP VAULT. Q= ¢' X
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<br /> 6. MOUND SYSTEM: PROJECT MANAGER AND ENGINEER-OF-RECORD TO STAKE MOUND FOOTPRINT. NATIVE SOIL ` ( ) a a E
<br /> o SURFACE MUST BE SCARIFIED EAST-TO-WEST 8"-10" IN DEPTH, PREFERABLY WITH A CHISEL PLOW. / Q, �' C)
<br /> EFFLUENT DISCHARGES FLOATTREE ENGINEER-OF-RECORD MUST BE ON-SITE FOR THIS PROCEDURE. o Cno N s
<br /> INFLUENT LINE FROM
<br /> 7. CONCRETE SAND FROM BROWN SAND, INC. OR EQUIVALENT MUST BE WASHED AND EXTREMELY CLEAN - Q C2 Q
<br /> DARBAR HALL (F) NEW 2000 GALLON - NEW 2000 GALLON P&L APPROXIMATELY 1,025 CY. AGGREGATE FROM BROWN SAND, INC. OR EQUIVALENT MUST BE 1"-2.5" IN SIZE AND L.L ,. W `-� N
<br /> P&L GREASE [ GREASE INTERCEPTOR TANK ++.�-
<br /> MUST ALSO BE WASHED AND EXTREMELY CLEAN - APPROXIMATELY 212 CY. SAND AND AGGREGATE SHALL BE a- IZ Q © Q
<br /> INTERCEPTOR TANK aa'FILTERED EMPLACED BY CONVEYOR BELT SO AS TO NOT DISTURB PLOWED NATIVE SOIL BY HAUL TRUCKS. TOP SOIL N
<br /> INFLUENT LINE FROM
<br /> PUMP VAULT
<br /> 0 0 TURBINE PUMPS FROM BROWN SAND, INC. OR EQUIVALENT, MUST BE LOAM CLASSIFICATION (USCS = ML) TO BE USED AS THE DESIGN ENGINEER:
<br /> I
<br /> WEST MOUSE (E) Pump options: CAP OVER THE MOUND - APPROXIMATELY 571 CY.
<br /> 10OI"" DON D. CHESNEY 2q Spm S. CALCULATED VOLUMES OF THE THREE MATERIALS ABOVE ARE ESTIMATES. CONTRACTOR MUST CONSIDER
<br /> INFLUENT LINE FROM 50gpm ADJUSTMENTS IN HIS PROPOSAL TO COVER SHORTAGES OR OVERAGES OF SAND, AGGREGATE AND SOIL CAP LICENSE NO:
<br /> DARBAR WALL KITCHENETTE (F) Pump curves available 1116'FILTERING PANELS MATERIALS. VOLUMES CAN VARY SUBSTANTIALLY DUE TO SEVERAL VARIABLES.
<br /> O RCE 75479
<br /> online 9. MOUND SYSTEM PIPING NETWORK: QUANICS, INC. PDS-MND 600. TOTAL OF FOUR (4) INDIVIDUAL MOUND SYSTEM
<br /> PIPING NETWORKS. ALL FOUR INDIVIDUAL PIPING NETWORKS MUST BE INSTALLED LEVEL ON TOP OF AGGREGATE. DRAFTED BY: CHECKED BY:
<br /> SCALE 1N FEET 10. AFTER INSTALLING ORIFICE SHIELDS AND PLACEMENT OF AGGREGATE OVER LATERALS, INSTALL GEOTECHNICAL JMG DDC
<br /> INFLUENT LINE FROM
<br /> FABRIC OVER BOTH AGGREGATE AND SAND FILL TO MOUND PERIMETER. APPROXIMATELY 15,000 5F OF FABRIC
<br /> MATERIAL. SCALE: AS SHOWN i
<br /> LANGAR HALL KITCHEN (F) - ' " "'' 11. AFTER MOUND CONSTRUCTION, SOIL CAP MATERIAL SHOULD BE CAREFULLY HYDRO-COMPACTED. NATIVE GRASS
<br /> INFLUENT LINE FROM INFLUENT LINE FROM
<br /> 0 10 2p 40 to
<br /> SEED MAY BE PLANTED OVER SOIL CAP. DATE: 09/21/2012
<br /> i
<br /> LANGAR HALL (F) ASSEMBLY HALL (E) ►��t Pr~� �,� � "' � 12. INSTALL REBAR SAFETY CAPS AFTER J-BAR EMPLACEMENT IN FOOTING FOR BLOCK MASONRY AROUND JOB N0: 21 9017M1
<br /> INFLUENT LINE FROM
<br /> PERIMETER.
<br /> EAST HOUSE (E) SCALE: NTS 13. INSTALL NEW 1,600 GALLON SEPTIC TANK FOR ON--SITE WEST HOUSE. INSTALL POLYLOK PL-68 FILTER ON DWG. N0:
<br /> D OUTLET. cN
<br /> SHEET
<br /> PLAN VIEW STEPQ
<br /> SYSTEM C6SD
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