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<br />-02
<br />TRAINING FACILITY
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<br />FF=686.0 4
<br />PAD=685.0987.90
<br />CNIP %2,,
<br />3 C
<br />3 „CW
<br />COTG
<br />RE 685.5 3
<br />IE 68.1.98 4 NW
<br />j
<br />IE 681.98 4"SW
<br />8899E-:.
<br />MINIMUM SEPTIC TANK SIZE
<br />- PER SAN JOAQUIN COUNTY ONSITE
<br />WASTEWATER TREATMENT SYSTEM
<br />STANDARDS (SJC-OWTS)
<br />'RECOMMENDED TANK SIZE: (SJC -OWTS TABLE 6.6) TYPE OF ESTABLISHMENT: DAY SCHOOL W/O CAFETERIA, GYMS OR SHOWERS= 15 GAL/PERSON/DAY
<br />1. BUILDING OCCUPANCY/DAY=48, 15 GAL/PERSON/DAY X 48 PERSONS/DAY= 720 GAL (ADF)
<br />2. (SJC - OWTS SEC. 4.1.12) BASE TANK CAPACITY = 1200 GAL, 1200 GAL + 720 GAL = 19,20 GAL - 2000 GAL TAN K
<br />CAPACITY
<br />* THE SEPTIC TANK SIZE OF 2000 GALLONS IS DESIGNED WITH A PERCOLATION RATE OF 11.9 MINUTES PER INCH.
<br />� C=L c BOX *LEACH FIELD MAX ABSORPTION CAPACITY IN GALLONS PER SQFT OF LEACHING AREA FOR A 24HR PERIOD= 0.8 GAL/SF/DAY
<br />s EP6
<br />gg' 1p6 d / I M ax \ �, H -O4 *DESIGN DETAILS FOR THE DISPOSAL FIELD ARE AS SHOWN BELOW.
<br />6 `
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<br />16 TOP 18"PIPE
<br />Fig TOP I O -PIPE J
<br />A CeCk LFA
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<br />DISPOSAL FIELD DESIGN USING 2000 GAL SEPTIC TANK CAPACITY
<br />DISPOSAL FIELD TREATMENT TYPE: FILTER BED PER DETAIL 3/C=502 AND SJC-OWTS SEC. 9.8
<br />LEACH LINE REQUIREMENT USED TO SIZE FILTER BED (SJC-OWTS SEC. 9.7.2)1
<br />480 LF
<br />REQUIRED FILTER BED SQUARE FOOTAGE (SJC-OWTS SEC 9.8)2
<br />1920 SF
<br />MAXIMUM FILTER QED DEPTH (SJC-OWTS SEC 9.8)
<br />3.5 FT
<br />MINIMUM DEPTH OF FILTER MATERIAL UNDER PERFORATED PIPES (SJC-OWTS SEC 9.8)
<br />1 FT
<br />MINIMUM DEPTH OF FILTER MATERIAL ABOVE PERFORATED PIPE (SJC-OWTS SEC 9-8)
<br />2 IN
<br />TYPE OF FILTER MATERIAL TO COVER FILTER BED (SJC-OWTS SEC 9.S)
<br />MIRAFI 140M. FILTER FABRIC
<br />I4"N1. LEACH LINE LENGTH REQU IREMENT: 1200 GAL BTC + 720 ADF=1920 GAL ?C 0,250 (SOIL FACTOR FOR CLOY)=480 LF
<br />�COTG - I 1 E 672.15
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<br />4111 TIE 685.65 d E 672.1 5 4 S E 2. REQUIRED FILTER BED SQUARE FOOTAGE: LEACH LINE LENGTH OF 4$0LF x 4 FOR CLAY SOILS= 1920 SF
<br />IE 681.03 4-„N E
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<br />IE 679.56"S `� �- x. � q`
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<br />o -E -X77.01 9 SEE SHEET C-109
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<br />IE 671.14 4"N W
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<br />ORE 673.15 i �.a
<br />BASIN A0 C-108
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<br />E IE 661.30 4 SW;,
<br />650.45 -
<br />4 r 1 s
<br />IE 647,93 4"N E
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<br />SS S=0.0200
<br />7- 4:�
<br />^C-) NTRANSFORMER
<br />2000 GAL
<br />1
<br />SET BY PG&E � -
<br />} / �a Q (: "a;rh ri.. tri T �= 3i • a�='' 4^
<br />SEPTIC TANK 1` 9
<br />1 / fp �• - _ �.f� `l< 3 ? z �' ,�Ca r ,' r ..�. Cf i°''W:
<br />RE 649.98
<br />co TO PG&E
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<br />2000 GAL
<br />SEP(SOLID)
<br />5 f
<br />650aCRAREBREAK g - START OF TANK
<br />650.58 GRADE s=o.o200649.38 LEACHLINE (E)� PANEL. SEE
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<br />TOF
<br />IE 647.02 4"W
<br />8 LEACH LINE AND Y
<br />r - S S0.0.225
<br />.8 FILTER BED -PER H 1 ,-
<br />�64F.�
<br />66:J.15rf 3 C-502 TYP.
<br /><> ,� 8� D ETAI L / ,
<br />: 30 DIAMETER
<br />ODIST. BOX RF END OF ' 2, 1
<br />8� } �. _�- 0 10 20 40 80
<br />RE fi49.20 tie :0 On LEACHLINE
<br />IE 646.86 4"W
<br />It rJi.uZ t 4649846TC�P / END OF
<br />IE 647.02 4"NW `�.T `V LEACHLINE
<br />IE 646.86 4"W
<br />�
<br />644'S0
<br />2
<br />5
<br />0
<br />( IN FEET )
<br />1 -.INCH = 20 ft.
<br />0 SEWER UTILITY' KEYNOTES
<br />1.
<br />INSTALL SEPTIC TANK
<br />PER - DET 2/C-502.
<br />2.
<br />INSTALL DISTRIBUTION
<br />BOX PER DET 5/C-502.
<br />3.
<br />INSTALL CLEAN-OUT PER DET 7/C-502.
<br />4.
<br />IE 4"SS 684.40 THRU
<br />FOOTING.
<br />5
<br />NOT USED.
<br />6.
<br />SEE DETAIL A/C -111
<br />FOR ELEC/COMMS THRU FOOTING.
<br />7.
<br />SEE SHEET C-111 &
<br />C-112 FOR 3"CW, ELECTRIICAL, AND
<br />COMMUNICATIONS UTILITIES.
<br />SEE ALSO' ELECTRICAL. SHEETS.
<br />8.
<br />PIPE CROSSING
<br />673.33 IE OF 8"SD
<br />671.94 IE OF 4"SS
<br />9.
<br />COORDINATE UTILITY CROSSINGS (TYP.): SEE POTHOLE CHART
<br />10.
<br />INSTALL PIPE ANCHOR
<br />PER DET 8/C-503.
<br />I
<br />Lawrence Livermore
<br />National Laboratory
<br />P•0, Box 808 Livermore, California 94551
<br />project management office
<br />PM0
<br />Consultants
<br />0511 KIER+WRIGHT
<br />250 Cherry Lane, Suite 107, 208 Phone: (209) 328-1123
<br />Manteca, CA 95337 www.kierwright.com
<br />Key Plank ;\."� N
<br />Not to scale
<br />r .,
<br />i C-109
<br />. \,,
<br />IN,
<br />ca
<br />PROJECT
<br />yOC(
<br />SITE ,
<br />PE Stamp
<br />Project Title
<br />B
<br />- E RITY
<br />9 COMPLEX S CU
<br />8S
<br />ORGANIZATION RANGE
<br />REPLACEMENT, SITE AND
<br />UTILITY IMPROVEMENT
<br />REV
<br />No
<br />DATE
<br />REVISIONS "
<br />BYN
<br />BY
<br />9/14/20
<br />CON TRUCTION SUBMITTAL SED FOR
<br />JQ/JF'
<br />CH
<br />Des: S. Stroup
<br />9/14/2020
<br />Dwn: J. Padilla, J. Quilantang
<br />9/14/2020
<br />Chk: C. Hayes
<br />9/14/2020
<br />PFN:
<br />889A-2019-001
<br />Software:
<br />AutoCAD Civil 3D 2019
<br />Sheet Title
<br />SEWER UTILITY PLAN
<br />Dwg. No.
<br />PSC2020-0899=001 OD
<br />Sht. No.
<br />C-1 10
<br />Classification
<br />RESTRICTED AUDIENCE(OUO)
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