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BRUNSWICK ROAD <br /> IDENTIFICATION STAMP <br /> f DIV OF THE STATE ARCHITECT <br /> i APP.J X02-VIEWED INC:I REVIEWED FOR <br /> Ilf SSD FLSLI ACS+Ll <br /> . <br /> DATE: 0 410 412 01 9 <br /> I <br /> SEPTIC SYSTEM CALCULATIONS(PER CPC 2016 APPENDIX H): - <br /> Archiloc'l, <br /> TABLE H 201.1(1) LDA PmMem LLf <br /> 30 FIXTURE UNITS=APPROX.1400 GALLONS,USE 1500 GALLON TANK I Designees&ArcNtects <br /> 222 Central Court <br /> TABLE H 201.1(2) Si-k)..,CA 952N <br /> 20 GALLONS PER DAY PER STUDENT FOR SCHOOLS-INTERMEDIATE&HIGH 209.9430405 <br /> 20 GPD X 20 STUDENTS=400 GPD <br /> www13.r fine-- <br /> REQUIRED TANK SIZE=1.5 X 400=600 GALLONS <br /> PROPOSED SEPTIC TANK SIZE=1500 GALLONS - a. VJoSfD A"a c <br /> CONNECT TO 11 <br /> I y r <br /> REQUIRED LENGTH OF LEACH LINES: EXIST.WELL tu L ozasea- <br /> SOIL FACTOR=0.2(SANDY LOAM) Q `- ss'> sean^nasuls C <br /> 1500 GALLONS X 0.2=300 LF OF LEACH LINES �i h 9 <br /> 1 Z `OF CPa-NFOQ <br /> i__..,.........._..... O <br /> LL <br /> LL <br /> IY � <br /> RIM=35.16 GRATE=35.45 r' <br /> 12"INV:31.23 12"INV:31A9 LL Client: <br /> M 252"WATER SAN JOFuQUIN DELTA COLLEGE <br /> FUTURE DISTRIBUTION TB 2"W TB <br /> BOX&LEACH LINES <br /> tZ"SD ... .... <br /> 46 LF 12"SYORM S=.0030 <br /> 100%EXPANSION AREA ._..._ -- <br /> JENSEN MODEL DS - <br /> DISTRIBUTION BOX <br /> (OR APPROVED EQUAL) <br /> ) <br /> Project <br /> _ JENSEN JP5500-1500 <br /> GALLON SEPTIC TANK 'si - MANTECA FARM <br /> (OR APPROVED EQUAL) <br /> ry 100 LF 4"PVC PERF.PIPE 5=.0017 RIM V:35.2 °� AAANTEC,A,CA 95336 <br /> �- ------ PERF. <br /> ------ _--- RIM-32.93)E) <br /> So o �srD I 5298BRUINSWICKROAD <br /> RIM=36.39 O <br /> 1001F 4"PVC PERF.PIPE S=.0017 59 LF 5-SEWERS-.020 6"INV:34,11 s+ j <br /> 4.55 e-SS <br /> 400 LF 4'PVC PERF.PIPE 5=.0017 LL <br /> 0 <br /> -__-_____ 4S5 _________ o <br /> I <br /> tr <br /> 8'INV:35.13 <br /> - ....... <br /> RIM=37.45 -- ✓J B"INV:32.11 18"0 ACCESS MH I --- ' <br /> .RIM 3fi.73 <br /> -B"INV:32.60 n62(W) -`` <br /> `.� 87 LF B'R 5=.0050 97 LF 8" 1X7 <br /> RWE S=. 50 B"INV:31. I DSA STAMP <br /> 12"INV:30.62(NW,S) <br /> I <br /> 4 F4 <br /> CONNECT RWL TO STORM HEADER <br /> WITH WYE CONNECTION(TYP.) <br /> RiM=3744 JENSEN 100-1200 - <br /> 6"INV:3Q50 m O GALLON HOLDING TANK I <br /> ;OR APPROVED EQUAL) - ---- <br /> RIM=36.82 INSTALL RIP RAP PER <br /> �' B"INV33.70 <br /> _-- 40 LF 6' LL - ---- --- --"'� -_ - CASOA BMP EC-10 AT <br /> SEWER SIN INLETS <br /> m <br /> .......... ......... ............. ... __. _.. _- __._._ _.....,...._ .,......._.. .......__.._ ...._...._... 8'SS ) Protect No.: 647-12-17 <br /> -- Drawn By: 2G <br /> Checkep BW;DE <br /> I No, Description Dale By <br /> 23 LF 12'STORM <br /> 5-.0030 <br /> Y RIM=36.80 <br /> 12'INV:30.30 <br /> I <br /> I <br /> 12-SD 12"INV:29.66 <br /> 33 LF 12'STORM II <br /> 5=.0030 <br /> I <br /> D O RIM=336.3 <br /> RIM=37-i5 12"INV:29.76 I DSA SUBMITTAL <br /> NOTES: 12'INVr30.31 <br /> 4/3/2019 <br /> 1, ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION <br /> AND FIELD TOPOGRAPHY.ACTUAL LOCATIONS MAY VARY AND ADDITIONAL 7 <br /> CROSSINGS MAY EXIST IN THE FIELD.IT 15 IMPERATIVE THAT S A" <br /> LOCATING SERVICES,LOCATE AND MARK UTILITIES PRIOR TO THE STARTI <br /> OF EXCAVATION. <br /> ununr PLAN <br /> 2, THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING NORTH <br /> UTILITY CROSSINGS AND SERVICES. e <br /> Y'p.OFESShw. <br /> i 6NYn6MOf:FTl1FY1CTINf�11T111TIF-CWil IncTucervcpFCPl1NCIRIIIrvf]F d6_NEAY(',y„�sl� ��_-� h/ICRFnIf:INIFFRIAIC, Inlr <br />