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NOTES: <br /> 1. FINAL LOCATION OF BUILDINGS AND SEPTIC SYSTEM z w z E <br /> TO BE DETERMINED BY PROPERTY OWNER. u o <br /> 2. BASE MAP PROVIDED BY MIKE SMITH ENGINEERING. a ¢ w N w <br /> z aw z a <br /> w r Z 0 v <br /> Z 3 0 K ` <br /> 0 NF- W J <br /> EXPLANATION v z z F z z <br /> O o <br /> gj ¢ Approximate location of percolation test wo z 3 O O <br /> 6 Y,.1 <br /> Y 4# <br /> VO O 1.010 <br /> l LU <br /> w = <br /> �% �� 0 v <br /> Cie _ <br /> c , A W <br /> y 0 U <br /> i <br /> Z <br /> to 0 <br /> N } nK <br /> w Q 0, ) m <br /> � 3a ^ o <br /> i O 6 <br /> (10) - 042" SEEPAGE PITS LU W z z 0 o 0 �� o M <br /> Q <br /> rn <br /> y R \ z <br /> 0 0 <br /> \ R 5' MIN. PROPOSED LOCATION OF NEW SEPTIC �� Q OU o0, a <br /> �� t( SYSTEM, SEE SHEET G1 FOR ADDITIONAL k / <br /> DETAILED INFORMATION <br /> v i <br /> Y �� <br /> r �� (5) - ROWS OF INFILTRATORS <br /> \ �,� i t 5' MIN.\� (19) - INFILTRATORS PER ROW <br /> \ % 10, MIN / <br /> % �� �� P NW / <br /> �, '\�• <br /> SHALLOW&DEEP <br /> ) <br /> lima\ 1^ <br /> if 1 O <br /> 31 JI <br /> y <br /> 01.25" SCH40 PVC <br /> SCH40 PVC PIPE <br /> r o ��< O lI i I DISCHARGE PIPE (� <br /> `°� ��� yr o <br /> r <br /> PUMP <br /> gal SECONDARY/ U <br /> \ \ NCO PUMP PACKAGE <br /> J <br /> \PUMP TANK W/P3005 � Wl <br /> O ORE Vl = A til <br /> 0 O X <br /> 2,000 gal PRIMARY TANK <br /> / v VMEMO C) 0 L.LEA K <br /> \ <br /> SCH40 PVC PIPELn <br /> �• j" � PUMP CONTROL PANEL fit, '� ` ''�\ 0 <br /> l ` \ <br /> (RELOCATE AS NECESSARY) <br /> rf. <br /> k <br /> \' PROPOSED LOCATION \ <br /> �, 100% REPLACEMENT <br /> /J/" ��'� J,J DISPOSAL AREA <br /> ////yam <br /> C , // \\ P NE G <br /> f <br /> L <br /> t j <br /> / v1 \� A (SHALLOW 8 law <br /> 0VC � <br /> y; <br /> /JI <br /> o <br /> 92y <br /> / w <br /> 14 <br /> I � <br /> j .. <br /> T <br /> �l <br /> m � � <br /> \ ( <br /> /� N M1 d' tri °O n aD U <br /> Q <br /> N <br /> w 0.43619 <br /> 2 m <br /> Ex <br /> VI <br /> FCAUI <br /> �I�O E9 ,x •�✓ JOB NUMBER: <br /> E06122A <br /> 0 SCALE: <br /> / 0 30' BY 90' 1 °=30`-0° <br /> N \ DATE: <br /> APPROXIMATE SCALE:1"=30'1 <br /> 3/5/07 <br /> o r/ DRAWN BY: <br /> w / RC <br /> SITE PLAN <br /> o DESIGNED BY: <br /> a` <br /> i <br /> o — 30'-0" <br /> PLAN NOTES: D W <br /> 1)PLAN NOT VALID WITHOUT ORIGINAL ENGINEERING STAMP AND SIGNATURE. <br /> jz2)PLAN ONLY TO BE USED FOR THE RESIDENCE AND LOT SPECIFIED IN TITLE BLOCK SHEET: /� <br /> 3)PLAN DRAWN TO COMPLY WITH THE SAN JOAQUIN COUNTY ONSITE WASTEWATER DISPOSAL STANDARDS. U <br /> COPYRIGI NEIL O.ANDERSON AND ASSOC.,INC. <br /> G <br /> 0 Neil Anderson-All Rights Reserved-This document was prepared for use only b the client only for the purposes stated and within a reasonable time from Issuance. Non-commercial educational and scientific use of is report �o <br /> Copyright 020 7 N I And rs n gh p p y y y p rp h p rt by regulatory agencies is regarded as a "fair use"and not a violation of copyright. Regulatory agencies may make additional 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. <br />