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<br /> _ TRENCH#1 SAWDUST&SAND MIX (/� v
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<br /> 042" SEEPAGE PIT LYSIMETER LOCATION (TOTAL OF 3, 01.0" SCH40 PVC Z O
<br /> TO BE INSTALLED BY NOA UNDER DISCHARGE PIPE (TYP.)
<br /> SEPERATE CONTRACT) to O
<br /> TRENCH#2 SAWDUST& SAND MIX 't
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<br /> St 16 161 8Y , f�,u1,I�' 0111,10,11', r .,k[a.)* � i Y SIn' p , y ;u,• 110 y a r:, 's d c V Y ;f• i I:u f : L' iX ;ir iY'•+� )'. i
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<br /> Y" OR TEE
<br /> 01.5" SCH40 PVC
<br /> (CONNECTION 02" SCH40 PVC MONITORING PORT MANIFOLD PIPE (TYP.)
<br /> (5 PORTS TOTAL)
<br /> I I _ TRENCH #4 - SAWDUST&SAND MIX
<br /> � 7 � 7 tt li:�¢k �.' �' , • (trr yr ss>I w r r�n'�_'t N r n ,r)I ) _„ , — X
<br /> ADJUSTMENT FLOW VALVE
<br /> CLEANOUT IRRIGATION BOX (TYP.) (TYP.)
<br /> O�
<br /> _ _ _ _ _ _ TRENCH#5 - SAND MIX ONLY
<br /> twar ]ut�, S 'mm ; "! I.V t t1... k , •ir , 1 lP� ' 14,4�e t : - - R YY'It; 0
<br /> — — — — — — — — — — — — — — — — — — —
<br /> 042" SEEPAGE PIT - PLAN VIEW 1/2191 1 1-0 11 _
<br /> 19 INFILTRATORS FOR A TOTAL OF 76'-0" OF EFFECTIVE AREA (TYPICAL)
<br /> i
<br /> Lu
<br /> h God
<br /> VA V �oQ
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<br /> SEPTIC FIELD LAYOUT - PLAN VIEW H p . H d
<br /> iii.1 t6
<br /> REMOVABLE INSPECTION CAP 1/8"=1'-011 N y
<br /> 10' (TYP.) -NON-WOVEN
<br /> FILTER FABRIC
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<br /> iII I iL )J�� OR TEE
<br /> I. TIGHT LINE
<br /> CONNECTION (5) - 02" SCH40 PVC
<br /> d V
<br /> MONITORING PORT
<br /> 111 r l �y 48"EFFECTIVE LENGTH(TYP.)
<br /> ORENCD CF3-3" ORENCO CF3-3" a
<br /> I CARBON-FILTER AIR VENT CARBON-FILTER AIR VENT Q
<br /> CLEANOUT (OBSERVATION PORT) (OBSERVATION PORT)
<br /> PVC FEMALE ADAPTER WITH THREADED CAP TO 24"TRENCH -
<br /> I I I I FINISHED GRADE OR PLACE WITHIN AN IRRIGATION BOX + ADJUSTMENT
<br /> QUICK4 EQUALIZER 24 1"0 SCH40 PVC PRESSURE FLOW VALVE 16"
<br /> = I -
<br /> _ ORIF CE PER CHAMBER — _ = O
<br /> -�jj ==T
<br /> _END CAP ) i I IIs^ a
<br /> 04" SDR35 TIGHT LINE
<br /> - - _IIIIILLI iII -fI1 U
<br /> 25' PIT _ — _ rn
<br /> — — - F ; I
<br /> o '— - LI,
<br /> L DEPTH (TYP) ,:_ I r I I � t � � 1 I � I r : �!I - i— __... I — _ I �
<br /> o I I ,,.. I I 4 -Lill ! {rr``t l ! I' ,'( �_) ; I __I II' L II f::::: I 1 iI i ! Ir:l i` ; �I I;.. r j r1� ��� i 1—'7-i 1� 1�-5„ BACKFILL -7111=011= 11 I
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<br /> 1' IiI—.. 11" = "
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<br /> I I I I e - 'I I II ii- I I ' 1I � � ,` ,� ; f II • `i ' Ii II II, �! := II � I , ; , ; , I ,� � ; , I „I � I—III=
<br /> TO SEEPAGE PITS � .� 11 '71�i_I 1_I I I,i..��_.�!, I h=.-,I!� L_m _.I I - - _
<br /> - .L,
<br /> 6^
<br /> 314”- 2" CRUSHED&
<br /> o .I III II I IL._I =�i III LI ==1 _�- .4}`,.,(la t\t I 41,' =. C(1Q��0('IdC)OC)!l�[) 0(U;``: . } WASHED GRAVEL
<br /> I—SCARIFY PIT SIDES I I U U
<br /> I I I _�I. ". I '• -� I__�- -,_
<br /> _L._
<br /> I_lI
<br /> 1� IS-_ , I
<br /> I � k I, III II III iiI. 111.
<br /> iII IiI ==;1.11 LLI, ! II III,::=III I L— II _! II —
<br /> __I I I III-=III III,;_I I-�111I I II I II 1 � N Ih -d: L,; 6 lr-� .6 a
<br /> � TRENCH#1 THRU#4
<br /> 17% SAWDUST BY VOLUME TRENCH #1 THRU#4.
<br /> 17/ SAWDUST BY VOLUME 1 i _ I1 .
<br /> I -
<br /> --
<br /> I
<br /> 111=III III iII II1 I (. .. I (—�I
<br /> III I 1 -� I I ( -III ( 1 III =j III TRENCH#5: III=111. III=� (I ., TRENCH#5: I
<br /> TIME-
<br /> IN
<br /> 83% COARSE SAND BY VOLUME (-- '-) (1=L_ —) f 2's" III'= 83% COARSE SAND I I, I o_ _ : = I -• BY VOLUMEZ;r a. -- I -- - L - - - MIXED THOROUGHLY BY CONTRACTOR _ 1 ( (,- =1 I I`o :7 X � II I ILi ! II112„ AW = .= = = I: , MIXED THOROUGHLY BY .. -_.-S CUT CONTRACTOR ii I_1 - SGEO--F BRIC6„ FROM Ill_- ,_ =III ! 1=1 ! !- ,=ISI .. II_ �, �I� 7
<br /> —042' 042” I--lI—IiI= (—I I—III—L L=. I I IiI- l J I l : - 11=_ 1 1- I qrF SVP
<br /> (TYP.) BOTTOM �fiCALIF�Q'
<br /> z
<br /> o NOTES: JOB NUMBER:
<br /> 1. PLEASE PROVIDE OUR OFFICE WITH A SAMPLE OF SAND OR SPEC E06122A
<br /> °a SHEET FOR APPROVAL.
<br /> ° 2. WOOD CELLULOSE MAY BE EITHER SAWDUST OR WOOD CHIPS SCALE:
<br /> v LESS THAN 1/2" IN LENGTH. WOOD PRODUCTS CONTAINING GLUE 1 "=30'-0"
<br /> 042" SEEPAGE PIT DETAIL OR OTHER ADDITIVES ARE NOT ACCEPTABLE. ONLY VIRGIN WOOD INFILTRATOR TRENCH DETAIL
<br /> PRODUCTS ARE ACCEPTABLE.
<br /> 1/2" = 1 '-011 NTS DATE:
<br /> i 3/5/07
<br /> 0
<br /> 0
<br /> DRAWN BY:
<br /> U
<br /> RC
<br /> W
<br /> 0
<br /> DESIGNED BY:
<br /> a
<br /> O PLAN NOTES: DW
<br /> 1)PLAN NOT VALID WITHOUT ORIGINAL ENGINEERING STAMP AND SIGNATURE.
<br /> Z 2)PLAN ONLY TO BE USED FOR THE RESIDENCE AND LOT SPECIFIED IN TITLE BLOCK. SHEET: ^
<br /> j 3)PLAN DRAWN TO COMPLY WITHTHESANJOAQUINCOUNTYONSITEWASTEWATERDISPOSALSTANDARDS. /V LJ
<br /> COPYRIGHTo NEIL O.ANDERSON AND ASSOC.,INC.
<br /> U5
<br /> Copyright ©2007 Neil Anderson-All Rights Reserved-This document was prepared for use only b the client only for the purposes stated and within a rreasonable time from issuance. Non-commercial educational and scientific use of this report b regulatory agencies is regarded as a"fair use"and not a violation of copyright. Re ulato a agencies may make additional copies of this document 9 P P Y Y Y P P P Y 9 N 9 9Regulatory 9 Y p 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.
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