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I . PROPOSED USE : 3 BEDROOM SINGLE FAMILY RESIDENCE REVISIONS BY
<br /> ZEl�rov/L�LE C ns ._.,:.• , o� G ,,S, •,•, : ,; },, eo MoUN FSR sETrLEMENT -
<br /> __ _ �`� 2 . WATER SUPPLY : FUTURE DOMESTIC WELL _
<br /> -- - -'- - ^"-. srrn'v~"11,t,I (OPT 7 / S _
<br /> / C.",: I I V4i:A.?'/C F'.GSE t::C v:•r,ti=
<br /> t' P.V.C. ENSI' CT1C?N iZlSE2 , 001L't_ T/aP X1/.2 'LEGrP�CA�Sc:_:C , r _ U , ��:a.Y,.F�acor,«.a- :�.CUT
<br /> 3 SEPTIC TANK ST7E 1200 GALS.
<br /> l S. arc ----t`- ° Q -AT '
<br /> l4" ���LT ) _ ,� t ��' I tl V,�[A L_,.,"'''- V 200>as 4 . PERCOLATION TESTS : ( SEE TABLE BELOW )
<br /> Is
<br /> �}� I I_ to v:17H F.T r, 51
<br /> - _ � `� _• :^t1`�'a ��:•_�s�Lc: --��� F �� � � 12" Nnrf V E P;;, /�G KF i LL
<br /> ( SEE BELOW & SITE PLAN
<br /> XI - �: 4u NTalsr:ac- 5 LEACH LINES S )
<br /> �V
<br /> I t ! r WI �Ir - `� cM' $ - =..--- {•---- -_.�----- fir --
<br /> ! TfZ��CiI F3/�CI� IL.L 7 71 lil ;-`- ' _ - -.?� z_rl' '`�" r '"� y c :c<c,sco.._c _.=_._-: TF�.irt / :s - NOJ\I - 1/�lDVGI�I FILTEfZ F/a6f�lC . 6 . INSPECTION BY THE CIVII, ENGINEER AT THE FOLLOWING :
<br /> --------- -- _ I N
<br /> r�cw Frau srf.tic sync - -_ ,r s CJ G APE V. c) Or. ) y yy
<br /> f--'_'`�•Y==--� #,;1. � -� r. , { I,��j -11N !� 2 2 STfZ�y.J A ) ENGINEER TO INSPECT SYSTEM LAYOUT PRIOR TO CONSTRUCTION
<br /> T 1.Y 115L�'G E7c:5P4G 4' - f t 3= r t USE.V.r:3A�E>w..lY 3
<br /> IF ri ��_ B ) AFTER TRENCHES HAVE BEEN EXCAVATED AND BEFORE PLATING
<br /> -i GeZ X11 Oil lE7 ��_ Y _� 5 T FCe?15 G2,n 111?t �)"L GCSE
<br /> - -- _
<br /> 1 /4" SC W 4D P V-ESSL E PILE
<br /> .�, �. _� _. F°� `' • I� u + )fZ. - DRAIN ROCk -
<br /> .-.- ---- SET 1::'-
<br /> Q f - - -� ,JA'_ O:'! 11x�� 'L �� �j E-. I C ) AFTER PLACING DRAIN ROCK AND PERFORATED PIPE PUT
<br /> it ORE PACK =
<br /> T <Is•:: ; E � µ ; -- MDVE fcK PR fa ll REF FILL
<br /> rt�7l�uiaN PIPE F = � _ 111 � �
<br /> D ) FINAL WHEN SYSTEM IS OPERATIONAL
<br /> O !1 i F _ t_-_'�` .•c;.. Pv. FLS.' �,lo�'c_�. t�
<br /> P�NINCS >~:SGlIrlC� SOWN r0 1�GK FI LL
<br /> 316
<br /> _j._ _ 7 VER ( c L E AN 33e
<br /> �� 3. zip, 1 . GAL/FAMILY/DAY
<br /> 1 _
<br /> j ^^ t �J A r I- r �/ r 1� f...`E�...r. �--•-- ' „•I,I /�C-a � f� �G /1T-E f7 fZ/�I I�1 �OC K -
<br /> 'r C I �r=�I \'-.l� I r I ��� - E X E I'1 r� c: ()�^f __.__._ �._ F, I.S•'i��,k I r' r �� J t 7 SY r'�;5>r.P::IG=..; -
<br /> I � � rlE el5cr'a»,z r;_.:� �"I I-_�_ ` �.: „�� �'_' =-,� G� U r/i l r /�M P L F S P R i�r-� 2 . MAXIMiJM RATE OF SEWAGE APPLICATION : NA
<br /> F Tr-1P U 9 G H A�G
<br /> 3 . LENGTH REQUIRED ' 240'
<br /> - r I --- 24" -----. M
<br /> p -�fcF..0I:v.: r3i cl;r�._x. 4 . REDUCTION ALLOWED PER TRENCH DETAIL : NA $ [� N
<br /> j,
<br /> 1 r1Rk1I I ' '.ju4 { -
<br /> 1.j_,-+ ;.i'..:•.•,'.'..; 6Pz3�72) ( SEF TABLE 3 (;F' MANUAL OF SEPTIC TANK PRACTICE )
<br /> 5 , PROVIDE 2- LINES , 120 FEET LONG EACH � N
<br /> Y..
<br /> TY R I G At, T R E �-1 G �A P E T-/S I L
<br /> P E ,- T I O �1 F t PU1. P BAS1,',, VJI t H SCiiFE.NED HIGH HEAD PJt',1P ASSE_I':iDLY Ne.�77 TO
<br /> Nor ra �cn LF / :i;F; a�; .: :L s=
<br /> HOLEDEPTH RATE O
<br /> V 2?2�Cr• '�al='^a! Fa.e�.,_ G.Zfr7.i5 ` -. 3e'IQ;yv{✓7
<br /> 5r�
<br /> ( INCHES ) (MIN/INCH ) T^
<br /> 5�j 673 c::,s
<br /> r.5,v,
<br /> 1 3C 60
<br /> a.: r/1
<br /> -�- r_::,;�. n= w.-a:,•_,�,..- 3 .. _,.vE 2cBB ra�
<br /> 36
<br /> R0,4 D - - - `I_
<br /> . 21
<br /> -
<br /> �
<br /> L I$ERT Y
<br /> jd3 s5 � .-._�__.---
<br /> 3 36 16
<br /> d�'2: _.---- -.-.,
<br /> �.,4 A�z E � '� 36 60
<br /> 60
<br /> 5CJ4 G 3 6
<br /> /0 06) Qc,�S _ - �c3 � 5 __-
<br /> n ��-�----PROPOSED HOUSE
<br /> 'IV LOCATION f
<br /> � Ts K �11� LEACHFIELD AREA } 6 36 33
<br /> 7 36 � � 300
<br /> S,H-40 'R r .,; EASTERN E
<br /> Pv cR..;.,., - 4"I•vc 4.1 ,_,R`.•LNO _._.. POS t
<br /> F'Rt S5URF.r T y $
<br /> V 36 27
<br /> -IF(SON NO T7
<br /> 1
<br /> ,, �In i FOX(MOPE; I i De5ignOle Remo/,7,7, E
<br /> t L_ CR EUun�_.
<br /> EI.. /. Y R I 10
<br /> i 1 }.1 � `JAS'✓E _._..-_ - __.
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<br /> y .
<br /> i I{ OIS-RI6 UIION i
<br /> _ t 90 _.... - - __ _ __�_'
<br /> 14si 01 6") _._..._..... - _. ..._-_. ..___... _ _, 12
<br /> 7
<br /> 1 y} a
<br /> 4
<br /> z.,SCH.40 PVC r
<br /> �i-• PRESSURE LINE LOCATIOt �llAP AVlaRAC=E
<br /> PERC5 40 MPI @ 36 W Z
<br /> ��Y Z,.PVC SCH.40
<br /> n'THICK CRU5HE0
<br /> CROSS STYP 1
<br /> v, y allow ROCK / N� 2/ SCALE : I" = 400' H � O
<br /> ' 44 TRENCH CALCULATIONS : Q V
<br /> -- IT"1� d
<br /> 240' PER TABLE #1 OF R U
<br /> f'I SECTION A--A
<br /> SAN JOAQUfN SEWAGE STANDARDS
<br /> 85
<br /> VALVE BOX DETAIL \
<br /> PRESSURE DISTRTRUTI,ON CAI-O ' S ._ I_nw FLOWFIXTURES :_ _(REQUIRED)
<br /> TOII. FT - 1 . 6 TALON "KOHLER" (OR F_WAL )
<br /> ASSUME : SHOWFRHEAD - `� . 5 GPM "TURBOJECTOR..
<br /> e0 - 1 . I EACH FTFLD = 240' -
<br /> 2 . ORTFICF DIAMETER = 3/16',"
<br /> \ 3� nRIFTCF. SPACING = 7'
<br /> 4 . RESTDUAI_ PRESS'.1RF = 4'
<br /> CALCI}LATTnNS CV
<br /> _ / --------_-..._ NOTICES TO CONTRACTORS N
<br /> C - --- 0 0
<br /> o'
<br /> A = Tr r� = .00019 1 , Construction of this sewage disposal system shall not. (V m
<br /> LID
<br /> H = 4 ' begin prior to approval. of this plan by the County Health rn
<br /> 2G = 64 . 4 FT'/SFC' Department and the issuance of a permit by the Health X <
<br /> 75 / ' 0 0 r�6 ) xn 00019 F 7 11 X � 64_4_X _4 X 7 . 48 X 60 Department . V
<br /> i' 2. . Contractor shall contact the Health Department. and the � oZ
<br /> 0 = .83 GPM c 0
<br /> i TnTAI 0 (GPM ) = 28.5 engineer at least 2.4 hours prior. to start of contraction
<br /> o Z to
<br /> � / 3 . An approvedfset or lofpplans nand the N
<br /> / P_9 permit shall. be on the Z W
<br /> P-7 / •1 PUMP CALCULATIONS job site at. all times . �
<br /> 02 P- / - -- - 4 . The absorption field trenches as shown on this drawing p
<br /> FORCE MAIN _ 55'
<br /> are schematic., only . Trenches shall follow as closely as O d
<br /> � STATIC HEAD - 0 po}sible the ground surface contours so that variations
<br /> in trench depth will be minimized . The bottom of each V
<br /> 1 s0 RESIDUAL_ HEAD = 4' trench and drain pipe shall he level .
<br /> MISC . LOSSES = 5'
<br /> FRICTION LOSS - 1' 5 . The relationship of. the septic tank, distribution boxes , Z
<br /> and absorption field to the house , each other , and the
<br /> 2-WAY VALVE !' TDH =10' (� ____.-28.5 GPM 0
<br /> A BOX {SE£ DETAIL) ' . IJSF nRENC,� percolation test area shall not be changed without the d
<br /> -s O)OPos prior consent of the engineer and the Health Department . Q
<br /> • coYO(/sta > A 6 . Extensive site excavation in the absorption field area
<br /> NOTE_ TO OWNER _& CC.IN_TRACTOR may affect the percolation properties of the soil . 7)
<br /> } AROVE SYSTEM DEST(;N IS RASED ON HOUSE Therefore , no site grading shall take place in the Z
<br /> P_� 55' OF 2" LOCATION ON THIS TITIAN . SHOULD HOUSE aborpt i-on field area without the prior approval of the Q
<br /> SCH. 40 PVC LOCATION CHANGE , :;YSTEM DESIGN MAY engineer and the Health Department , (f)
<br /> 1 �PI
<br /> 70 *4 �
<br /> o CHANGE , TN WHICH CASE C'ONTAC'T FNGINEF�R 7 . No fill_ material shall be placed over the complete
<br /> TO CONFTRM SYSTEM SPECTFTCATTONS . absorption fi ?ld without prior approval of the engineer
<br /> \ and the Health Department .
<br /> 1200 GAL. SEPTIC TANK,� S . All vehicles c)r other activities that could crush pi.pe w
<br /> �F-4 WITH 2 EA. ORENCO RISERS 8 100% REPLACEMENT
<br /> LIDS 8 EFFLUENT FILTER AREA or (".C3ntrl bilt�: to soil compartlan shall be eXCllldeCl from
<br /> \ P-10 the absorptir,n field area . ( This includes all vehicular
<br /> \ 7 traffic )
<br /> Z
<br /> 0
<br /> o a
<br /> GENERAL SOIL PROFILE (PROFILES 10, 11, 12) U
<br /> e
<br /> 70 P-3 P-2 `'�� / DEPTH DESCRIPTION NOTICE TO OWNER
<br /> 0-26" SANDY LOAM 1 , In accepting this plan , the owner must realize- that lr
<br /> \\ \ 26"-76" LOAMY SAND expansion of the leachfield area will be required if ^ W
<br /> PARCEL MAP . 6 liquid loading is not disposed of by the le-achfleld as �L
<br /> \ \ i T.G.w.L. 75" designed. . W Z
<br /> "NAIL"
<br /> \ SEE ATTACHED SOIL LOGS FVery eff-nrt Should be made to m i n]mi 7,e the liquid load U) p
<br /> P_r on the system .
<br /> Low flaw plumbing fixtures , are required by this design , DATE
<br /> 80 /
<br /> 75 � A list of recommended devices are listed above . _- - 04/05/95
<br /> 4 . Notices 6 through 8 above prohibit certain activities by SCALE
<br /> 1U •-13 FOR PLAN REVIEW ONLY the contractor . These activities , by the owner , are also AS NOTED
<br /> $s e?°2�' prohibited. DRAWN
<br /> 4� E, NOT FOR CONSTRUCTION JOB T. DEWITT
<br /> 5 - Actual location of system to he located in the field by
<br /> the engineer .
<br /> 50. 5011M�
<br /> N� T€: APS 1 � 1 � 8032
<br /> SHEET
<br /> O
<br /> CD
<br /> SITE PLAN
<br /> SCALE : I" = 40' OF I SHEETS
<br /> PROFILE • PERC
<br /> N
<br />
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