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48"0 TOPP FIBERGLASS SUMP WITH CRISTY B9 CONCRETE SPLICE BOX WITH B9C ANTIFLOATATION FLANGE AND LIFTING LUGS DANFOSS FLOMATIC MODEL 208S BALL CHECK VALVE(VERTICAL POSITION)WITH ■ 24"CAST IRON RING & CONCRETE LID OR APPROVED EQUAL. SOCKET WELD ENDS AND BUNA-N BALL. SIZE PER ON FORCE MAIN SIZE. BALL VALVE COVER WITH GASKET AS REQUIRED ll (GASTIGHT)STANDARD (AT EXTRA COST) NOTE: 6..L SHUT OFF VALVE WITH UNION ENDS(HORIZONTAL POSITION). v 1. LIQUID CAPACITY: 5,000 GALLONS. z - SEE SHEETS C5.1-05.2 FOR 48"O PREMOLDED TOPP NON-SKID _ " RIM ELEVATION 2. BOX DESIGN LOAD: H-20 TRAFFIC SUMP "FROG MOUTH"FIBERGLASS BASIN Lu FROM 1'TO 6'OF SOIL COVER. CHAMBER COVER MODEL C48DFA. � � 2432-03 RISER-3 Z 2432-06 RISER 6" SEE SHEETS C5.1-05.2 z v 2432-12 RISER-12" > LO CONCRETE CLEAN-OUT TO CONTROL PANEL. CONTROL PANEL SHALL HAVE A �I DO COVERS 24"CLEAR FLOW MONITORING CAPABILITY TO TRACK FLOW DATA. ORENCO G-150 OR G 2 OPENING, EACH END WATER TIGHT GROMMET. 16'-11" ORENCO SB WATERPROOF JUNCTION BOX.TYPICAL. S I E G F R I E D No PLUG TYPICAL. TOPP MODEL SSFB413 STAINLESS SEE SHEETS C5.1-05.2-4--_ SHEETS C5.1-05.2 F STAINLESS STEEL LIFTING CABLE WITH STAINLESS STEEL FOR INLET ELEVATION �. FOR OUTLET ELEVATION - - - - - - - - - - - - - _ - - - _ EYEBOLT FASTENEDR FLOAT ( ) TO SUMP CHAMBER AND STAINLESS HIGH WATER ALARM STEEL FLOAT BRACKET WITH 4 3428 Brookside Road F �� STEEL SHACKLE ON PUMP.TYPICAL. 3/8"CORD GRIPS FO Stockton,California 95219 T PS SEE DETAIL 2, I I I I SWITCH SUPPORT. 209-943-2021 THIS SHEET I I I I INTEGRAL FIBERGLASS MOLDED IN BY MANUFACTURER 1.0' TOP Fax: 209-942-0214 rNE OR TOPP MODEL FB FLEXIBLE ENTRY BOOT. CONERY#2900-B1S1C1 Fax: 2 www.siegfriedeng.com om _ S I I I I MERCURY FLOAT SWITCHES ORENCO I I I I WITH WEIGHT, FT SERIES - O °? PUMP ON NORMALLY CLOSED BIOTUBE I I I I ~ PUMP OFF 1.5 2 5 FLOAT SWITCHES SEWER SYSTEM DATA FILTER. I I I I ZOELLER PUMP SEE I I I I TABLE 20' FORCE MAIN DESIGN MIN. a SEPTIC TANK PUMP PUMP HORSE FORCE Q�oFESsio TANK BOTTOM. SUMP No TANK MODEL l SEE C5 1 C5 2 T E E - d• , .. L _ _ _ _ _ _ _ _ _ _ _ _ _ J--L_ _ _ _ _ _ � TREATMENT MODEL POWER MAIN SIZE RATE HEAD LENGTH FLOW PUMP N T . EQ 8"MIN. c� I� 12 2.. 4.. c / a rnn SIDE VIEW TOP VIEW EQ SSPS 1 2295 GAL JENSEN PRECAST CONCRETE ZOELLER 163 1/2 HP 2"/4" 463' 30' 24 GPM 10' W09 3 3� (CUTAWAY) (COVERS&RISERS REMOVED) 8" MIN. 8" MIN. ANTIFLOATATION FLANGE J, P. \* #5 @ 12"O.C. EACH WAY 12-MIN. 12"MIN. PER MANUFACTURER SSPS 2 2295 GAL JENSEN PRECAST CONCRETE ZOELLER 163 1/2 HP 2"l4" 576' 30' 24 GPM 10' �9TF CIV�L � 5/8"0 ANCHOR of CAL 6 FT DIA. BOLT ELEVATION DATE SIGNED: 01/28/22 &LNO PTIC TANK - 5000 GAL 2 SANITARY SEWER PUMP STATION SCALE NO SCALE GEOTECHNICAL FILTER FINISHED GRADE FABRIC EL. = 16.75 MIN. EL. = 16.25 EL. = 16.08 EDGE OF LEACHFIELD 2 LAYER o 0 0 .. 15.75 _ SEE DETAIL 8 ON THIS WASHED DRAIN ROCK 12"LAYER OF CLEAN 1"TO 2112" FINISHED GRADE SHEET FOR LOCATION WASHED DRAIN ROCK M GEOTECHNICAL = 14.75 FILTER FABRIC 4"PERFORATED LEACH CHRISTY IRRIGATION BOX LINE SLOPED AT 21N/100FT NATIVE SOIL SHALL BE REMOVED APPROXIMATELY THE GROUNDWATER LEVEL AND REPLACED TIGHT LINE PERFORATED 2" LAYER OF CLEAN 3/4" SCREW-ON CAP AWAY FROM DISTRIBUTION WITH A WELL-GRADED SAND MEETING THE FOLLOWING GRADE SIZE DISTRIBUTION CURVE 30'MIN. WASHED DRAIN ROCK BOX CHARACTERISTICS. PARTICLE SIZES D10,D30,D60 CAN BE USED FOR CURVE ANALYSIS.THE p UNIFORMITY COEFFICIENT(CU)AND THE COEFFICIENT OF CURVATURE(CC)CLASSIFY THE SAND 2' 4"PERFORATED LEACH AS WELL-GRADED OR POORLY-GRADED.A CU VALUE OF BETWEEN 3.9 AND 6 CLASSIFIES THE LINE(FLAT)TYPICAL EXTENSION rn SAND AS WELL-GRADED THEREFORE THE VALUE OF CC SHOULD RANGE BETWEEN 1 AND 3.THE 2"FM 4"PVC TIGHT LINES LENGTH PERCENT PASSING THE#200 SIEVE MUST BE LESS THAN 3%AND CARE SHALL BE TAKEN THAT 4"PVC TIGHT LINE loe 12"LAYER OF CLEAN 3/4" UNKNOWN THE MATERIAL DELIVERIES ARE CONSISTENT AND NOT"DIRTY".THE LOWER THE PERCENTAGE, 0 0 0 o THE MORE FAVORABLE THE SAND MATERIAL PROVIDED THE DISTRIBUTION CURVE WASHED DRAIN ROCK CHARACTERISTICS ARE MET.AS THE BACKFILL SAND IS BROUGHT IN BY LIFTS,THE SAND 2"SCH.40 LONG SHOULD BE LIGHTLY HYDRO-COMPACTED IN AN ATTEMPT TO REPLICATE NATURAL COMPACTION 2"X4"REDUCER SOIL EFFLUENT SWEEP p AND PROMOTE HYDRAULIC CONDUCTIVITY(DARCY'S"K"). JENSEN D30 o INTERFACE EL. =8.25 p GROUND WATER 4"PERFORATED LEACH LINE DISTRIBUTION BOX �I = TELERSE SPEED _ CONTRACTOR SHALL RIP AND HYDRO COMPACT THE BOTTOM 12"AND HAVE THE SOIL TESTED PHELAN LEVELERS PLACED z o 0 o FOR COMPACTION AND INFILTRATION PRIOR TO BACKFILLING WITH SAND ON ALL PIPE ENDS � TO REGULATE 10 D EVELOPM ENT DISTRIBUTION EL. 8.25 GROUND WATER 2"X4"REDUCER CONNECT TO ENDS 450 Newport Center Drive, Suite 230 = p OF LATERALS Newport Beach, CA 92660 34NO STRIBUTION BOX 4 C�EANOUT 5 �NO ILDING H LEACH FIELD LINE SCALE NOIL LE SCALE BUILDINGS H&I GEOTECHNICAL FILTER FINISHED GRADE HOLLY COMMERCE CENTER FABRIC I z EL. = 17.25 MIN. Q EL. = 16.75 9375 SUGAR RD EL. = 16.58 TRACY, CA 95304 ACCESS LID 2"LAYER OF CLEAN 1"TO 2 1/2" 0 0 o EL. = 16.25 CHRISTY IRRIGATION BOX WASHED DRAIN ROCK 12"LAYER OF CLEAN 1"TO 2 1/2" WASHED DRAIN ROCK 4"THREADED CAP MILESTONES: FINISHED GRADE . = 15.25 28 JANUARY 2022 BUILDING DEPARTMENT SUBMITTAL 4"PERFORATED LEACH NATIVE SOIL SHALL BE REMOVED APPROXIMATELY THE GROUNDWATER LEVEL AND REPLACED LINE SLOPED AT 21N/100FT WITH A WELL-GRADED SAND MEETING THE FOLLOWING GRADE SIZE DISTRIBUTION CURVE AWAY FROM DISTRIBUTION CHARACTERISTICS.PARTICLE SIZES D10,D30,D60 CAN BE USED FOR CURVE ANALYSIS.THE BOX UNIFORMITY COEFFICIENT(CU)AND THE COEFFICIENT OF CURVATURE(CC)CLASSIFY THE SAND AS WELL-GRADED OR POORLY-GRADED.A CU VALUE OF BETWEEN 3.9 AND 6 CLASSIFIES THE 4"SCH 40 PVC PIPE SAND AS WELL-GRADED THEREFORE THE VALUE OF CC SHOULD RANGE BETWEEN 1 AND 3.THE WRAP ENDS(2)WITH FILTER I` PERCENT PASSING THE#200 SIEVE MUST BE LESS THAN 3%AND CARE SHALL BE TAKEN THAT FABRIC OVER NON-METALIC THE MATERIAL DELIVERIES ARE CONSISTENT AND NOT"DIRTY".THE LOWER THE PERCENTAGE, 1/8"SCREEN.SECURE WITH THE MORE FAVORABLE THE SAND MATERIAL PROVIDED THE DISTRIBUTION CURVE ZIP TIE OR EQUIVALENT CHARACTERISTICS ARE MET.AS THE BACKFILL SAND IS BROUGHT IN BY LIFTS,THE SAND 4"MIN.TYP. 4"MIN.TYP. SHOULD BE LIGHTLY HYDRO-COMPACTED IN AN ATTEMPT TO REPLICATE NATURAL COMPACTION REVISIONS: AND PROMOTE HYDRAULIC CONDUCTIVITY(DARCY'S"K"). EL. =8.25 p GROUND WATER 12"MIN. CONTRACTOR SHALL RIP AND HYDRO COMPACT THE BOTTOM 12"AND HAVE THE SOIL TESTED FOR COMPACTION AND INFILTRATION PRIOR TO BACKFILLING WITH SAND CD 6 INSPECTION TUBE 7 BUILDING I LEACH FIELD LINE NO SCALE NO SCALE V) J W LU N L CLEAN OUT 4 LEACH FIELD 7 I TYP. _ LINE,TYP.I - PROPERTY LINE CD PROPERTY LEACH FIELD 5 CLEAN OUT 4 j LINE o 0 0 0 0 LINE, TYP. TYP. W Z - - - - - - - - - - - - - - - - - IN6FEU ION UBE SSDB 1 OUTLET INV 15.75 4"E _ - - 4"SS SSCO \ SSCO r - - - - - - - - - - - - - - - - INV16_254W - - - - - - - INV 15.644"W I INV 16.144E 4 S N INV 15.91 4 W S=0.0016 @ 70LF PERF I I - - - - - - �- z SSDB 1 SS INSPECTION TUBE SSCO I SSCO @ SS INSPECTION TUBE S=0.0016 70LF PERF o I INV 16.08 4"W INV 15.75 4 E _ - - 4"SS - - - - - - - INV 15.64 4 W I I INV 16.14 4"E 4"SS INV_16.25 4"W - _ ��0000 j 2"SSFM - S=0.0016 @ 70LF PERF I I S-0.0016 @ 70LF PERF SSDB 1 OUTLET 30'MIN SS INSPECTION TUBE I - INV 16.42 4"N N 14LF @ S-0.0000 INV 15.75 4"E _ - - I SS INSPECTION TUBE 4"SSFM � Z 32LF @ S=0.0000 4'SS - - - - - - - 100%RESERVE AREA(3,500SF) I I 100% RESERVE AREA(3,500SF)�` - - - - - - - 4"SS INV 16_25 4"W _ _ INV 16.58 6 58 4"E 2"X4"REDUCER � I 4"SSFM S=0.0016 @ 70LF PERF SSCO I SSCO S=0.0016 @ 70LF PERF SS INSPECTION TUBE INV 15.64 4"W I \ z INV 15.75 4"E - - - I INV 16.14 4"E SS INSPECTION TUBE 4"SSFM 2"SSFM 2X4 - 4"SS - - - - - - - I I 4, S INV 16.25 4"W _ _ 6LF @ S=0.0000 47LF @ S=0.0000 � REDUCER S=0.0016 @ 70LF PERF SSCO ERF > SS INSPECTION TUBE INV 15.64 4"W I \ . I INV 16.14 6.14 4"E S-0.0016 @ 70LF SS INSPECTION TUBE 30'MIN 4"SSFM INV 15.75 4"E _ - - 4"SS - - - - - - - SSCO I I 4"SS INV 16.25 4"W - S=0.0016 @ 70LF PERF INV 15.64 4"W \ I SSCO - - - - - - - � - - - - - 3 DISTRIBUTION J - - - - - - - - - - - - - INV 16.144"E S=0.0016 @ 70LF PERFBOX PROJECT: 17017 g I DISTRIBUTION 3 ry F:\17projects\17017 Holly Sugar Industrial\Improvement o BOX FILE: plans\BUILDINGS H&I\Onsite\17017-C7.2 DETAILS Ill.dwg SSDB 1 OUTLET z I o0o SSDB 1 OUTLET \ ! � INV 15.91 4"W 6 INSPECTION INV 16.42 4"S DATE: 1/28/2022 C I @�� TUBE,TYP. DRAWN BY: LSF/MWK M I �� `� 6 INSPECTION TUBE,TYP. THE SEPTIC SYSTEM SHALL BE CONSTRUCTED SHEET TITLE: I BY AN EXPERIENCED SEPTIC SYSTEM DETAILS III \ CONTRACTOR WITH AT LEAST 10 YEARS OF SEPTIC INSTALLATION EXPERIENCE. C) FILTER BED 0 r SCALE: 1"=20' C7m2 UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1