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Z w '^ U U V aa L wZ w O U F- w oZ Uj Z w Q ZZ 0 c = Z a 0 0 Z Z a Uj CLEANOUT W_ O2 � w RISER & LID p p N O p - (A) - 5' (TYP.) 5' (TYP) - 10' (TYP.) �� (OB)(TYP) (LU .9 w O Z 0 O I_ -1�_ — _!) ,;_I i�ll��l�l l�l,f_11i� ll El I! 4"0 SDR 35 PIPE I I 18" SOIL COVER MIN. 12" -� v I I I I NON-WOVEN FILTER FABRIC V) 000 he gg� SOIL COVER .I I -, .1 I 1 1 3.5' MAX. 30" MAX. I _ I . -t _• _I Ll l Z w Wd (TYP) 3" PIPE RISE Io � LU LIQUID LEVEL ;ie - - U Z 0 INLET TEE -- - I l4 Cie Q DISTRIBUTION I I I I DISTRIBUTION h 4"0 SDR 35, MAX. BOX I I ; LLJ BOX L -- J L-- --------- -� SLOPE 2" @100' I I ( I Q V - 4"0 SDR 35, MAX. EFFLUENT FILTER SLOPE 2" @ 100' CLEAN WASHED GRAVEL I I I I 0 NOTE: (1"TO 02.5", 0% PASSING 1 I f I #200 SIEVE) TANK ELEVATION WILL DEPEND ON FINAL LAYOUT OF SEPTIC I I f I Q CNII v TANK AND DISPOSAL FIELD. I 1-- OB DRY WELL f I I I I 25' PIT >-. Ln ir� C53 DEPTH (TYP) Q a:0 - Moa NORMAL TANK I I I I o � z I I I I J ❑ � ? � 0M SEPTIC TANK DETAIL-SINGLE TANK OPTION � N T.S. I I I I � o ) I I I f V7--� Z 5Zozo � CAST INLETS AT SAME LEVEL 1 I I I Z Q a OJ X FOR USE WITH DUAL TANKS 1 I� SCARIFY PIT SIDES RISER& LID I I I - - —� - _ — - J. ._ - __ I I�11=_M r ---fTTl=f]T f IT=i I WE 1 f =: I �=l 11= 1 I II ' SOIL COVER, - — NON-WOVEN II= II-1 :_ _ _ _ _. II I I 6" MIN., 24" MAXMIN. 12 __ I_ - Y I �- FILTER FABRIC _ _ — - - SOIL COVER - 6„ ' 1 NOTE: I (TYP} - - - - 17- - � --- 4"0 PSDR 5IPE IN PLACE O ATED - ....:; __ J 12" INFILTCATOFGRAVEE& PMAY IPE ED LIQUID LEVEL LIQUID LEVEL - 1' OFF BOTTOM T CLEAN WASHED GRAVEL (TYP) INLET TEE SCARIFY TRENCH SIDES (3/4"TO 2", 0% PASSING#200) AND BOTTOM 24" EFFLUENT FILTER LEACH LINE - PROFILE N T.S CUSTOM TANK CROSSOVER NORMAL TANK (INCLUDED WHERE APPLICABLE) O M z M � o SEPTIC TANK DETAIL-DOUBLE TANK OPTION _ � N m o N.T S H zu , V � aa � LLI OMEN C20 acv Q a � 0: %A " > z SEPTIC SYSTEM -PROFILE h o w ", o N.T.S. IO " ^ � N > O LU Q IY. LU X THREE LINE CONFIGURATION TWO LINE CONFIGURATION = 0 PRIMARY AREA 50% RESFRVF AREA 50% RESERVE AREA (SEE TABLE FOR SQ. FT.) (SEE TABLE FOR SQ. FT.) I (SEE TABLE FOR SQ. FT.) I 10 (TYP.) PRIMARY AREA G 5' (TYP.) 0 i m — — — (SEE TABLE FOR SQ. FT.) V \\7 E — 10' (TYP.) ` 04"SDR35 PERFORATED DRAIN (TYP.) 5' (TYP.) 10' MIN. 10 MIN (TYP.) Q 04" SDR35 PIPE (TIGHT LINE) (TYP.) EDGE TO EDGE 10' MIN 5' (TYP.)�- -{ 10' MIN (TYP.) - - - EDGE TO EDGE 5' TYP. o DISTRIBUTION BOX ---------"------" " T ( ) I o (3 PLCS) - A (TYP.) -- OB (TYP.) -_. — — — DISTRIBUTION BOX 04"SDR35 PERFORATED DRAIN (TYP.) OB (TYP.) I z (4 PLCS) 04" SDR35 PIPE (TIGHT LINE)(TYP.) I a~, A(TYP.) � o — SP.' IIN COUNTY V Co ENl/M0NM- EALTH DEPARTMENTu�J 0 600 E. MAIN STOCKTON CA 95202 G1 J 'fib-3420 FOUR LINE CONFIGURATION FIVE LINE CONFIGURATION PFiOPOSALAPPPC3,1ECTT0: 0 OBTA4h' SP 'N PERMIT ❑ OBTAIN '" I 1PPEFIMIT LQ CONDI-1 l!" ED BELOW 50% RESERVE AREA � I I Remarks , Q o Q (SEE TABLE FOR SQ. FT.) I ° ( - -_ mp 50% RESERVE AREAUj 0 I PRIMARY AREA I w (SEE TABLE FOR 5Q. FT.) 44 (SEE TABLE FOR SQ. FT.) Qate 1 cV M d� Lr� �p r; c6 p; I PRIMARY AREA I Approv I exte t !ch is shown and described E (SEE TABLE FOR SQ. FT.) hereon and ! :, ;iZ9 or approve any omission or E deviation floe of state laws or local ordinances. V U, I 5 (TYP.) ---� 10' (TYP.) 04"SDR35 PERFORATED DRAIN (TYP.} �� _ _ �' ( 5' TYP.) I k 5' TYP.) �e�S. H. �V. � 5' TYP.) I � 04"SDR35 PERFORATED DRAIN{TYP} a. { -i�I I�I� { I SEPTIC DETAILS OFESS�O 10' MIN. I _ I TABLE ___r_____�_w r� - 10' MIN. (TYP.) �:- -- - , � a 588 -� m EDGE TO EDGE No of Equivalent TANK Leach Lines" Pit Detail Primary Area 50%Reserve 0 1D' MIN. Ex . 60 DISTRIBUTION BOX - �_ ----- "- --- rDGF TO EnGE 10' MIN. (TYP.) Bedrooms Feet (Qty) Size(gal) (Qty.)-A(ft. ) s ft. Areas ft. * 9 j I � 2 480 ) (Qty.)-�B(in. ( q. ) { q. ) (1) - 1200 (2)-80 (4) -42 3348 1674 � OrCI-0- `Q* __.-........_._...... .----- o {5 PLCS) 04" SDR35 PIPE (TIGHT LINE) (TYP.) OB (TYP.) _--- -- = .......... _._._.._..._.._.._.-.-----------___-. I 3 660 (l) - 1600 (3) -60 (6) -42 6 -42 4212 2106 TFOFCAt1FQ Co I I -04" SDR35 PIPE (TIGHT LINE) (TYP.) ) DISTRIBUTION BOX 4 705 (1) - 2000 (3)-75 (6) -42 4820 2410 Cn _..... P -- A (TYP.) (6 PLCS) -- - ----------------------- . .. ..- - - —... --- 5 1040 (2) - 1200 (4) -80 (8) -48 7000 3500 ]OB NUMBER: II 6 1120 (2) - 1600 (4) - 100 (8) -48 8120 4060 LGS08001 1 QJB (TYP.) 7 1280 (2)- 2000 (4) - 100 (8) -60 8820 4410 SCALE: _-- , ��- - -_.. I 8 1300 (2) - 2000 (5) - 100 (10) -42 9720 4860 1 "=40'-0" A(TYP.) . �_ REFER TO"DISTRIBUTION LINE- PLAN o — — — — VIEW"FOR CORRECT LEACH LINE CONFIGURATION. DATE: 0 00 3/04/08 cV DISTRIBUTION LINE -PLAN VIEW DRAWN BY: R N.T.S. NOTE: DISTRIBUTION BOXES AND LEACH LINES SHOWN LARGER FOR CLARITY. DESIGNED BY: NK PLAN NOTES: 1)PLAN NOT VALID WITHOUT ORIGINAL ENGINEERING STAMP AND SIGNATURE. SHEET.. 0 2}PLAN ONLY TO BE USED FOR THE RESIDENCE AND LOT SPECIFIED IN TITLE BLOCK. d 3)PLAN DRAWN TO COMPLY WITH THE SAN JOAQUIN COUNTY ONSITE WASTEWATER DISPOSAL STANDARDS, f!) COPYRIGHT NEIL10.ANDERSON AND ASSOC.,INC. G2 c n of copyright- Re ulato a encies may make additio a Copyright 02008 Neil Anderson-All Rights Reserved This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this report by regulatory agencies is regarded as a"fair use"and not a violation Regulatory g y addition2l copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received.