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<br /> I PROPOSED USE : 3 BEDROOM SINGLE FAMILY RESIDENCE REVISIONS BY
<br /> / MdUN P ��R sETr(.FMENT
<br /> -- KEMov/1r�LE CI�s
<br /> CLIA.-.OU' 5T E 1i4S3U�WIT;, tjEGw iS ye4'/a 2 • WATER SUPPLY :- FUTURE DOMESTIC WELL
<br /> Sr�EL©LETS.Ns OaRFN�G U.{=T
<br /> y- //�� I II -7- IVp$TYFOPOALIIk'ivLATR;gr(OaT.I
<br /> INSTALL ORENCO ORIFICE SHIELDS __�_�_ �_,E r,oL,T
<br /> -i I Y.�!.L nvt tese s.•:D v,:Lv3
<br /> (TYP. EACH ORIFICE)
<br /> P.V.C. INSIDCCTlDN 24SePL ( PrZILL �j T6P II�211 :LEGTi1^ii5"rl_ttE O %`� i rRsse'-BEY.. L
<br /> ' o-cc:T�o_Lc.. 3 . SEPT IC TANK ST 7E 1200 GALS.
<br /> .0X v:,Curt�c�:�s j f el AT
<br /> rr .°-=?:.,,.$. T 4 . PERCOLATION TFSTS : ( SEE TABLE BELOW ) -
<br /> n r4 {. - I _. _ e^=CT:.IG CC':alar TO I •• S1 F+ ')-
<br /> '"'4IML- --117-1
<br /> k' a -�6 f1�t �,-,' I 'W V too AS N/�T 1 V E P> AC, K F I f.r L
<br /> I I , i1=Np !!{riF, 615�I' ! F:BLU CIJT�". } 1 '=�:-'" ..--.- EJ`i LWENT
<br /> i_ til 6"
<br /> 5 . LEACH LINES ; ( SEE BELOW & SITE PLAN )
<br /> j
<br /> °.T
<br /> T2FNC1-I F�I�C�C�I� �
<br /> I yam,- `aj '� � �.j � t"�-`-- - - c�}cc,s�o„.:c, �_•:_rr�z�C,� s::�r _,_ - _ NDN - II��VEf� FILTER FI���IC . 6 . INSPECTION BY THE CIVIL ENGINEER AT THE FOLLOWING: -�-
<br /> _ =c uls=� -
<br /> -- -�
<br /> NFLCN FROM cDi STLKG SUT:C -- �- + i ii c'•dL'r -_- _ -_-- `' y� .
<br /> III T,> xus+�cFxsnrG� _ =`� ) ,; �; i t tv, �;it �y - - 24" ( tEAC4liNG C�I�PEfZ C�2 2 " ST2�YU OC .} A ) ENGINEER TO INSPECT SYSTEM LAYOUT PRIOR TO CONSTRUCTION
<br /> GA41TY01l�ET
<br /> Se -rOsF 8 ) AFTER TRENCHES HAVE BEEN EXCAVATED AND BEFORE PLACING
<br /> <t
<br /> +' 3+ { 1 'l4" SCH . 40 i�ZESSL)fZE PIPE . _ DRAIN ROCK
<br /> �' �°FL1Q'v ;Ao Ai L� - L ` C DRAIN ROCK AND PERFORATED PIPE BUT
<br /> F.;r,: THE s_�T.c I r ;_-- ___ �.t a ) AFTER PLACING
<br /> ( ' I " REss FZE f�ISTI�IP�UTIo►� I11E IT
<br /> OR y ' t . `� { _- BEFORE BACKFILL
<br /> i, ��4 P U < _ ,, . -- M OVE �GOUf` PFS foft D ) FINAL WHEN SYSTEM IS OPERATIONAL
<br /> u ,
<br /> 11
<br /> W� T-F# 3/16 dPEhLIN[�S GiSG1NCa UP I � ._ I E �.. •s� TO R:1 C- K F-! C L
<br /> v r rr� IIS 12"
<br /> A.T____ - dIG T�7 L_' MI I1 t
<br /> i 1u To 2 'l2" VERT CLEAN
<br /> I
<br /> 0 I r lL' nCa C� REC-r /ATE f�F�/� 1 . 338 GAL/FAMILY/DAY
<br /> /}" P� F��I /STF� f 'I P� C:7�' TEN OF . # Fu::avrlTvSo.ap+rcA7L` _ - " � e � rl IN (ZOCK
<br /> t �I TxEoISc,I ;GSe A --' _1; �, caU� �/lIT SAM PCF- P� IoR 2. . MAXIMUM RATE OF SEWAGE APPLTCATTON: NA
<br /> O 1 1- Tri M ��F T I�I-N G 1--L -
<br /> ir TO P1_IRG H Aze � qT
<br /> �_ - ----- �- LENGTH REQUIRED 240' r,
<br /> a'A P-.C'4i,r:.r:;ECAneIi? ----------- Z4"
<br /> .:E72'. _.Y,.v�, �, 4 . REDUCTION ALLOWED PER TRENCH DETAIL : NA $ N
<br /> y"
<br /> ; `�� NEILili:72' I ( SEE TABLE 3 OF MANUAL OF SEPTIC TANK PRACTICE )
<br /> Y_Yf,: r �r[TM__ (?.,...r?, •;'. Lie J?721 01
<br /> --._ c�:'. _T==,S: >>3Y; 5 . PROVIDE 4 TINES , 60 FEET LONG EACH
<br /> Y-_ N
<br /> * ' 1 TY Pis A L T� ENG N OCT�/I L
<br /> l V V G P E GT h O N PIPE � E 7 A I L-1 PUM. P BASIN �`lITI# SCr'iED Fi!Gii t#e:l.D PUt:iP ASSE_t:li;LY 1�T To ��1SC-e
<br /> Ivor T� G/�L E E Z wa ""7' f-"x,..�,� '���'r.� ? ,n: .'1 HOLE DEPTH RATE r
<br /> 2L2i Coro:+!a!:'•;�Q FC Sit, O.Z 9;.7. T ==' e•'a,..v,{•:7a
<br /> � ( INCHES ) (MIN/INCH ) 0
<br /> 26 05715 HHB 9-STAGH
<br /> •'SEG 3�` 1
<br /> +3WW �.-�- r 3 n9- ?!'3.J'6 f+�•sr5 a: --'':•,;v.*^_, 2 R.-t.VI L/ArE $�tS�,SC� _ + - � 36 60
<br /> - ..._ 2 ----___ - - -
<br /> -o 09110 aT7 7-STAGE ROAD
<br /> r 4,V,R.9 e G!P ER T Y ------- -
<br /> 3621
<br /> -- -- -
<br /> ad-16
<br /> _ �,_.._..V�7 Ir�C �.�0'- •tel .Y'B7.�;�1•: 87•Jd a
<br /> 4 -
<br /> PAI?G�L 36 60
<br /> r
<br /> 10 00 J2cy 5 36 60
<br /> ly
<br /> ED---PROPOSED HOUSE _______------- -----.--- -
<br /> U 2U 0S1 05 ECRM S-STAGE LOCATION
<br /> 1 e>•�l �Q"E Tg0 , C I-LEACHFIELD AREA * _ 36 - 33
<br /> z... _ CARSON IND. '00•
<br /> COVER"HOPE) L7 , _
<br /> 2"SCI-4 40- -fit PVC SCrI. 40 GROUND ' J-
<br /> PVC.CROs ---�" ---- I tOl'A'- EASTERN GATE
<br /> PRESSURE LINE / POST
<br /> g 36 27
<br /> I V-A RED.BUSHING
<br /> CARSON IND.
<br /> I .4�V.,PVC SCH. ;aw+ 0I(HDPE! �ER I ----- -�T�---
<br /> I I .O ELL. • N OR EQUAL. 7" De��jnote Reznai�d2r O
<br /> 1 v.-soli / SUAO 4E1 OST @S HHF 2-STAGE
<br /> VALVE. -.___ 0 , 10
<br /> •• �+i
<br /> ! 1 TYP,OF y I V.•'PRESSURE
<br /> I MTRiSUTLON ZO QS L tn
<br /> I 'I LINE. ,±�, - r+v•�: ;5' <. !.z• 1l ` '
<br /> - _
<br /> 0.00
<br /> OUTLET ----..... _.. '---- -- - --- -� ----- ------ H
<br /> Ix - __-1 Z
<br /> 6" 7'SCH.40 PVC NFT DL9CTiARG GP44 t '
<br /> I + I_•y PRESSURE LINE - LOCATIOW MAP P.VERAGE 40. MPI @ 36" W W � z
<br /> I 1] --..ill -4'y,�
<br /> -- -- 1 Va"PVC SCH.♦O �� - \�,�,Y PVC SCH.RO
<br /> I PRESSURE DIST,LINE s,THICK CRUSHED I CROSS ITYP.1
<br /> I {TYP.OF fJ DRALN aocK SCALE :1" = 400' t"x' •' PERCS)
<br /> N ate 21' H a V)
<br /> . FRENCH CALCULATTONS _ 4 x � MV
<br /> SECTION A-•A �n rtH
<br /> 240' PER TABLE ++I OF
<br /> - _ ----
<br /> SAN JOAdUIN SEWAGE STANDARDS
<br /> VALVE BOX DETAIL
<br /> PRESSURE f7ISTR BUT (ZN CAI-C ' S . OW FLOW FIXTURES _.._�RE9-11 REU
<br /> �. TOILET - 1 . 6 GALON "KOHLER" (OR EQUAL )
<br /> ASSUME : -7HOWERWEAD - 2 . 5 GSM "7tJR$CIJEGTOR"
<br /> L�p
<br /> ao 1 . LEACH FIELD =240'
<br /> 2 . ORTFICF DTAMETI=R = 3IIfi"
<br /> 3 . ORIFICF SPACING = 7' 1Vrr„ G u 1995
<br /> 4. RESIDUAL PRESSURE = 4'
<br /> ENVIRONMENTAL HEALTH
<br /> -
<br /> CALCULATIONS PERMf T/SERVICES N
<br /> NOTICES TO CONTRACTORS N
<br /> ° A = Tyr? = .00018 1 , Construction of this sewage disposal system shall not (v ND
<br /> H , 7 begin prior to approval of this plan by the County Health q m
<br /> 3 2G = 64 . 4 FT' /SFC Department and the issuance of a permit by the Health Xa
<br /> 75 r` Q ( GPM )/ORTFTCF = CA �
<br /> ° _ _ Department . � a°� "
<br /> Q = . 6 x ,000!9 X v��d.4_X 4 X 7 . 4A x 6Cl 2 . Contractor shall contact the Health Department and the oz
<br /> 1 o
<br /> eti - Q = .83 G engineer at. least 2..4 hours prior to start of c-.ont,ruction }-
<br /> TOTAL Q ( GPM ) = 28.5
<br /> o to arrange for inspection .
<br /> � cn
<br /> P_g 3 . An approved sat of plans and the permit shall be on the W
<br /> P-7 •1 Y/�
<br /> [� PUMP_ CA�c;U�.AT_IONS job site at a 1 1 times . z �
<br /> 4 . The absorption field trenches as shown on this drawing p
<br /> FORCE MAIN = 55' are schematic only . Trenches shall follow as closely as Q O
<br /> STATIC WEND = 0 possible the ground surface contours so that variations r 1 a
<br /> so RESIDUAL HEAD = 4' in trench depth will be minimized . The bottom of each v
<br /> MIST _ LOSSES = 4' SEE ATTACHER CALLS) trench and drain pipe shall be level .
<br /> MISCELLANEOUS LOSSES CALLS 2" FORCIEMAIN FRICTION LOSS = I' 5 . The relationship of the septic tank, distribution boxes , O Z
<br /> FRTTDH = 9' �_--295_ (;PNI and absorption field to the house , each other, and the Z
<br /> pR USE ORENCO a0 051 05 HH PUMP WITH 48' AVAILABLE HEAD percolation test area shall not he Changed without the 0
<br /> P- yopoSFo (THROUGH END OF I LEACHLINE) @ 28.5 GPM prior consent of the engineer and the Health Department . Q
<br /> 3 �Oc4r- 8A 6 . Extensive site excavation in the absorption field area 0
<br /> • NOTE TO OWNER & CONTRACTOR may affect the percolation properties of. the soil . �
<br /> ITEM FLOW HEAD LOSS ABOVE SYSTEM DESIGN IS BASED ON HOUSE Therefore, no site grading shall take place in the Z
<br /> P-% LOCATION ON THIS PLAN . SHOULD HOUSF aborpti.on field area without the prior approval of the
<br /> a
<br /> HV 200 AS ''8,5 GPM 0,8' LOCATION CHANGE , SYSTEM DESIGN MAY engineer' and the Health Department . 0
<br /> 70 •4 P-t CHANGE, IN WHTCH CASE CONTACT ENGINEER 7 . No fill material shell he placed over the completed
<br /> o , (HOSE 8 VALVA ASSEMBLY)
<br /> 55' 2" ?" TEE 28.5 GPM IIs TO CONFIRM SYSTEM SPECIFICATIONS . absiorptiothe nafield
<br /> without
<br /> prior approval of the engineer ec
<br /> 1 1200 GAL. SEPTIC TANK SCH 40 PVC Il" BUSH 14.25 GPM ,020'
<br /> C
<br /> �P-4 WITH 2 EA, ORENCO RISERS B o It,, s0. 37' $ . Al..i vehicles or other activities that could (_.rush pipe W
<br /> \
<br /> LIDS 8 EFFLUENT FILYER i00�° REPfwACEMFNT #„ or contribute to soil compaction shall be excluded from
<br /> AREA f4 /ACNE 1,05'
<br /> P-10 11"14„ TEE 48, the absorptir,n field area . ( This includes all vehicular
<br /> \ 7 Q1+. 60' of 14" PVC 7.13 GPM L02'• traffic ) . (� �
<br /> TOTAL MISC. H.L. 3,92'
<br /> �_I, GENERAL SOIL PROFILE (PROFILES 10, II, 12)
<br /> 7o P-3 P 2 ® DEPTH DESCRIPT ON NOTICES TO OWNER g
<br /> V
<br /> r -WAY VALVE BOX REFERENCE: ORENCO AND C.E. REFERENCE MANUAL (HV 200}
<br /> SEE DETAIL 0-26" SANDY LOAM 7. , In accepting this plan , the owner must realize that ••
<br /> �p 26"-76" LOAMY SAND expansion of the l.eachfield area will be required if W
<br /> PARCEL MAP �� 66
<br /> "NAIL" ' (ACTUAL H.L. IS LESS BECAUSE FLOW !N 14"PVC DECREASED T•G•W-L.. � 75 l 1qU 1 d l.oac3 i n g 1 s not d T spored of by the 1 eac gel a s
<br /> - Z
<br /> ` DOWNSTREAM OF EACH ORIFICE 1N LINE) designed . W 3
<br /> SEE ATTACHED SOIL LOGS ?. . Every effort should be made to minimize the liquid load U) p
<br /> i5 P-) on the system. .
<br /> 3 . Low flow plumbing fixtures , are required by this design , DATE
<br /> 5 80 \\ A list of recommended devices are listed above . 04/05/95
<br /> 4 , Notices 6 through 8 above prohibit certain activities by SCALE
<br /> b�7, f3 the contractor . These activities , by the owner, are also AS NOTED
<br /> a5 21' @ 5 . Actualprohibllocatiton of system to be locatedby DRAWN T. DEWITT
<br /> n n f� JOB
<br /> 50, the engineer . I 11 W 6032
<br /> I SHEET
<br /> MAY 2 5 1995 CY
<br /> SITE PLAN QD
<br /> SHAW, MORI,.AN&ASSOCIATES
<br /> SCALE : f" = 40' �-_...w.�...�.,..
<br /> � of SHEETS
<br /> 9M PROFILE • PERC _
<br /> N
<br />
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