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I . PROPOSED 1JSF : 3 BEDROOM HOME B 2 BEDROOM HOME REVISIONS BY
<br /> ' F-WERO��LM VrrTr+STAI)OLM •� mot) N I T ��p S E T T i,e M E N 1- - -
<br /> - •. sTEEL EKxTS,lEOPRIEK GASi�s {4 ' f
<br /> INSTALL ORENCO ORIFICE SHIELDS AWAX FROM RLSER 1 AND STYROFOAM KSLLAnCH(OPr} $ 7. . WATER SUPPLY :_.. DOMESTIC WELL - - 1/11/00 BD
<br /> (TYP. EACH ORIFICE) -�� "�`�' ELECTRICALSPi.1C �� r W� T wrTrs 3 . SEPTIC TANK STTF 1200 GALS. (2 EA.)
<br /> I F BOX W/CORD GRIPS •
<br /> DUI FVC HOSE AIC VALVE ASO LY � 4 . PERCOLATION T} STS : ( SEF TABLE BELLOW)
<br /> TO POWER
<br /> £T LENT asa >E r r� 1258 c 6 NATIVE
<br /> G } F I L C_
<br /> -
<br /> ' ✓t ,; - ; "-; ` =; .- _��IAFtE48LEPVC1 5 . LEACH LINES : ( SEE BELOW 1L SITE PLAN )
<br /> h. .: _. az-LANO MrtT11 FtTTwsJ
<br /> STANDARD INLET TEE 2 PWT�Y 1iz VWYE
<br /> rf ' . G ,yL - - - NoN - W�VcN FrLTefi P1�� IC . 6 . INSPECTION BY THE CTVITI ENGINEER AT THE FOLLOWING :
<br /> r�
<br /> iORl1ED!V THE TOP OF TAW mi o
<br /> 1 +5•DmPVC VAUT = - -- 241. (LEI�CaIINCa P/�PEiZ C�2 2 " ST�n4�1 D!% .� �A ) ENGINEER TC? INSPECT SYSTEM LAYOUT PRIOR TO CONSTRUCTION �-
<br /> -- -rl 3•• _-__ _-.� : '___m i - -- --- R ) AFTER TRENCHES HAVE BEEN EXCAVATED AND BEFORE PLACING . , y
<br /> i rr�rrr> 4 r - 1 4141' SC t• . 40 P ZESSU IZE PIPE . _ DRAIN ROCS' �`' k�
<br /> o � - . _ _�---_- fpm
<br /> ` �f. - ♦•�A.Pvt rte.'.'^lR.an.af` II :,I .'•'a ./
<br /> tE 4ft1 C ) AFTER PLACTNG DRATN ROCK AND PERFORATED PIPE BUT ,w
<br /> SRCe�CHECK VALA - M o V F
<br /> BEFORE BACKFTLi, :
<br /> O PF< F- (i FSE P1-GTI�IP�UrloN P1 RE 1 ' -rT -
<br /> D ) FINAL WHFTv SYSTFM TS OPERATIONAL
<br /> I _ ._ III ALARM A-I CONTROL PANEL W/ 12" �
<br /> �-N P �I . , TO Jam/ C,K FI t1L e >� �
<br /> IL
<br /> 11��-1 A�
<br /> 1 4' / -�llifIr ON P LE COUNTER S MF-EB JFIu1} Qp' o.' - FF'✓
<br /> �� _ _l � -- 1 " s12'" Ve RY CLEAN t`
<br /> FLOAT ASSEMBLY rc • f
<br /> O 1'
<br /> OFF�' 1 5G3 GAL/FAMT_LY/DAY
<br /> 1, GGFG E G A T e DRAIN ROCK .
<br /> 4 f r= r-< r"c r�A T F F- 1' !�E - E X T-F r`! r� V/,JLT - n -
<br /> > I t; ' Cbl r l/2'OLP.ELFT HClE9 h ' °i
<br /> +, 2�' ARWC PSV i c> U� t`4 1 7. � _ M 1�L P r� E o
<br /> 1-r'? P ��j" T-r� M c�1= T IK E N4 C- �
<br /> � 2 MAXIMUM RATE OF SEWAGE APPLICATION : NA �1
<br /> Pow rnrH r;eoPRE"PF
<br /> 3 LENGTH RFQUTRFD :
<br /> - - - - FLAp CHECK ----- 24 �
<br /> .._.• :.,,_.;,,:.•:.;.?,:-,.,:. . :. _ ;, �°. _ 4 REDUCTION ALLOWED PER TRENCH DFTATL : NA [J N
<br /> ( SEE TABLE 3 OF MANUAL OF SEPTIC TANK PRACTICE )
<br /> 1000 GALLON PUMP TANK �- /� ( L
<br /> 5 PROVIDE 3 F,TNT;S , 12C1 FEET LONG EACH �
<br /> - TY P1 (::-, A L, TREI� G � QCT/J � 1-
<br /> PEGTI Pe � E7A I l� I � 6o'
<br /> l N T- T /1(-E_
<br /> ,AA a P 2/4 2l7/i+'O rAf�",��,�+1� &Wv� rX ��.�j-► �d ��C�'-y'� G��j "'�"„°,� , �4 ,R„ HOLE DEPTH ) ( RATE )
<br /> �. .:.... o. .: �;,-_'
<br /> A H n
<br /> ' '{ T3,v,.K. 36 60
<br /> 9E. INCHES MIN/INCH
<br /> ! ¢ 2 f/T r SEG di
<br /> L)Cv 0/`C M ei�r r *ENVIRONMENTAL HEALTH DIVISON
<br /> 304 E Weber Ave Third Floor �+, sic 6 ROAD -
<br /> p T ? _. _ --
<br /> 36 21
<br /> f Pp E3ox 3$8. Stockton CA 95207.0388 � _. r 41v,we.9 6 L IIBERT Y _
<br /> 2-a
<br /> -•� 9 Lk-V- �' rt"4 v PtiOPOSAI_APPROVED SUBJECT TO ,a " ' . -� :_: _ _ - -.:: - -` ----_._ _-. �_. --- -�- ._._ti .
<br /> /If36 16
<br /> A nbta:ninp:Sanitaiion oerrnit - - --__-- - - Q
<br /> y Q f sfe/- p �"es r�iv� Hhiasr; nr�il1�lunG�+�Prrr>a , r:. „ _ �. - E4 36 60
<br /> C Gnange noiI �
<br /> PHOPOSAI. 'DF-NIFOI. , .._ PARC,EL !E
<br /> f� _ _ EXIST. j 5 36 60
<br /> G lgEMAHKS_._- _
<br /> waa AG?=5
<br /> ....______ -._... ..�„... _..,.�..�.._ � ; . ,., _,.�. HOUSE � Eta HOUSE
<br /> ,v �•+•---PROP05
<br /> B .s000tx�v.,n 1. y JrEACHTION I
<br /> /-- r LOCATION � > 36
<br /> T•
<br /> L v+' �f FI D AREA
<br /> �a
<br /> 1� ] 36 300
<br /> -� - 'SIS � � UU .� EASTERN GATE ------------ f
<br /> bf .�-�...-._...•_ I:}y-�.._ .0 POST � � 1='- _-�: � - N _.•z .,:
<br /> PVJrClt,a ~ i 36 27
<br /> PNL5 ,Iter E LINE
<br /> , l�.wfa
<br /> _ I• CMSON INp.CWER UtDPE)OR EOVAL -
<br /> _ _
<br /> SCF,aO I NCUu[ER
<br /> PVC FEE __ oust RNG I rYrl I I
<br /> I - PvC 5CII .s. 1;h �Y Y � /�� e 0 _� .. . . .A: - . .m.
<br /> k RQ W �N}
<br /> 10 ELL '��', CARSON IND.PDX'HDPE,OR EQUAL
<br /> u NO oiacWq.p CPM
<br /> I BALL VALVE. II F+y 7 Y
<br /> BALL VALVE
<br /> ou5171NG INTO 1 (� ITYP.OF 41 PREssuRE I / - n. - -- PJl9 9!'I'K.� - -
<br /> U IllJll I I
<br /> 0117LET SIS TRIBDT ON LINE go p��_�C lJ RV E- I�QP E L P - ..-_ _ l
<br /> ��i
<br /> _ _ _ I CVTLET, 12 Vn, r
<br /> I,,'MIN. PVr Sill a0 6 SCti 40 P v c,PRESSURE I1t:E
<br /> I PRESSUtE(MST-PIPE LOCATI4 f MAP A'IERAG�F PERCS� _--__-- MPT @ 36WIC W Qr Z
<br /> f I ITYP.OF 91
<br /> 6.70C[CRUSHED DRAIN ROCX/ r,v.C.SCK aJ CRC SS:TYFS tY SCALE = 400 ,y
<br /> i
<br /> SECTION A -A �. 6 J•
<br /> F 7RFNCH CALCULATTON.� :. Q x � U
<br /> H
<br /> 400'PER TABLE #1 OF p �+� U ti
<br /> SAN JOAQUIN SEWAGE STANDARDS
<br /> 4-WAY VALVE BOX DETAILS
<br /> O FLOW FIXTURES :
<br /> i�F urR n
<br /> 1 PR1=S,Sl1RF--f�T_S�1'RTR.L1TinN CAI_C _5__ LOW __
<br /> 10ILFT - 1 . 6 GALON "KOHLER" ( OR EQUAL
<br /> AS5UMF : <HOWERHPAn - 2 . 5 (-,0M "TtJRBnJFr:TnR„
<br /> 80 - 1 . L FACH FTFLD 400' 0
<br /> 7 . ORTFTCF DTAMFT-R - 1/e"
<br /> 3 , nRIFICF SPAC:TN.-i = 4' �
<br /> 4 . RF5TF)IJAI_ PRF ;,; JRF = 4' ~
<br /> r' W
<br /> CALCUIl ATT.ONS m �
<br /> C _ 6 f TTCYS TO CONTRACTORS a
<br /> W
<br /> o A = Tr r� 0000852 ' . Constr.ur;tinn of this sewage disposal system shall not I O ",) (6
<br /> H = 41 7 begin prior to appr.ovaI of this plan by the County Health L x z
<br /> % 2G = 64 . 4 FT' /SFC N CV Cn 2
<br /> Department ar,li the ssuance of a permit by the Health
<br /> 75- - - n Q ( GPM )/nRTFTCF � ;A y�� H
<br /> / o Department . T CV
<br /> Q = 6 x .0000852 x -64 . 4 X 4 X 7 . 48 X 60 i - Q w
<br /> Contractor sfa11 contact the Health Department and the U
<br /> i 0 = 37 CPM engineer at ! past 7.4 hours prior to start of contruction O
<br /> � � o TC)TAi O ( CPM 1 = 37.0 g p - �
<br /> 1 to arrange for. inspect]on . cn
<br /> I P_y An approved set of plans and the permit shall be on the cn
<br /> P-7 •I i ob site at all times . Z W
<br /> PUMP.._CA L CCU I..AT T ONS
<br /> -- - - The absorption fielci trenches as shown on this drawing p
<br /> � -
<br /> FnRC;F MAIN - 95' are schematic only . Trenches shall follow as closely as � O C7
<br /> STATIC' Hs~An - 5' •
<br /> possible the ground surface contours so that variations Q
<br /> 90 RESIDUAL HEAD - 4' �n trench depth will he minimized. The bottom of each U
<br /> trench and drain pipe shall be level .
<br /> � 1200. GAL.. SEPTIC TAN
<br /> MISC . I.OSSFS = 5' {..L
<br /> 1200. G ORENCO / 2" FORCEMAIN FRICTION LOSS - 3' 5 . The relationship of the septic tank, distribution boxes , O Z
<br /> W 12 j EXIST. WELL RISERS B LIDS TDH = 17' (� 37.0 C;PM and absorption field to the house , each other, and the
<br /> / 'OROp > . ----- -- LL
<br /> 1 P_G EXIST.NEW NOUOsFQ USF ORFNC'O P50 O5 H PUMP W/38' AVAILABLE @ 37.0 qpm percolation test area shall not be changed without the
<br /> CoOgroE eA prior consent of the engineer and the Health Department . Oa
<br /> mOUSE 6 . Extensive site excavation in the absorption field area
<br /> t LOCATION
<br /> NOTE TO OWNER_ R, CONTRACTOR may affect the percolation properties of. the sail . "a
<br /> ABOVE SYSTEM DESIC,N TS BASED ON HOUSE Therefore , no site grading shall take place in the Z
<br /> -5 SF1aAOK /o �� �0 LOCATION ON THIS F TIAN . SHOULD HOUSE aborption field area without the prior approval of the a
<br /> �P-I 0 u� LOCATION CHANGE , ;'.YSTFM DESTGN MAY engineer. and the Health Department , LO
<br /> 70 4 V
<br /> • thy, CHANGF , IN WHTCH 'ASE CONTACT FNC,INFFR No fill material shall_ be p1_ackd over the completed
<br /> °o / TO CONFTRM SYSTEM SPFCTFTCATTONS , absorption f_ i ?l.d without prior approval of the engineer
<br /> and the Health Department . O
<br /> EXIST. ' 00, GAL. SEPTIC `° P � 8 , All vehicles or other activities that could crush pipe W I�
<br /> P'4 TANK.AD 2 EA, ORENCO 5�'
<br /> \, RI5FR58LpS / or c".ontrl.btltF to soil compaction shall_ be excluded from � Q
<br /> / the absor. ptir-n field area . ( This includes all vehicular
<br /> NEW 1000 GAL PUMP TANK 4-WAY •7
<br /> traffic ) . (n -
<br /> W/ORENCO RIS 8 O
<br /> LID, EFFLUENT FI ER VALVE BOX
<br /> a P50 0511 PUMP , GENERAL SOIL PROFILE (PROFILES 10, 11, 12) W 2
<br /> P-3 P_z �' NOTICES TO OWNER �
<br /> 70 r L 95' OF 2" oQ / _ DEPTH DESCRIPTION - -�_..._. - V
<br /> SGH 40 PVC
<br /> 0-26" SANDY LOAM 'i In accepting Chis plan , the owner must realize that
<br /> ti 26"-76" LOAMY SAND expansion of the leachfield area will be required if OG
<br /> PARCEL MAP \ 06
<br /> ".NAIL" � T.G-W.L - � 75" ],] r'�U]d loading is not Cl15pOSed Of. by the. leaChf]-eld as
<br /> Z
<br /> designed .
<br /> \ / 2 . Fvery effort should he made to minimize the liquid load (f} p
<br /> r`I on the system .
<br /> 60 \\ / 3 . Low flow plumning fixtures , are required by this design , DATE
<br /> 7,5 \ A list of recommended devices are listed above . 04/05/95
<br /> 4 . Notices 6 through 8 above prohibit certain activities by SCALE
<br /> the contractor . These activities , by the owner, are also AS NOTED
<br /> 85 4 prop i.b i.t ed . DRAWN T. pEWITT
<br /> 5 . Actual. location of system to be located in the field by __-�-
<br /> 00
<br /> �l/5pSp the engineer . o JOB 8032
<br /> SHEET
<br /> 03
<br /> SITE PLAN CID
<br /> JAN 1Q
<br /> ft
<br /> SCALE : I" = 40'
<br /> OF SHEETS
<br /> PROFILE 0 PERC
<br />
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