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'1rerracon U-11 SYSTEM CONSTRUC;TICN: 1 FINAL GRADING OF THE SURFACE OF THE DISPOSAL FIELDS COMPANY a SHOULD BE SUCH THAT DRAINAGE WATER IS NOT c ALLOWED To COLLECT OR POND OVER THE FIELDS, 2w NO PERMANENT STRUCTURES OR HARD SURFACES (I.E. CONCRETE FLATWORK, ASPHALT PAVING, ETC.) SHOULD BE " CONSTRUCTED OVER THE SEEPAGE BED. ` �- 5. THE ONLY LANDSCAPING PERMITTED OVER THE INSTALLED c*) LEACH FIELD IS GRASS. A MINIMUM SEPARATION OF 10 FEET _. ,,. ... . SHOULD BE MAINTAINED BETWEEN THE LEACH FIELD AND CN PLANTED TREES OR DEEP ROOTED SHRUBS, Ea. THE DESIGNATED REPLACEMENT AREA SHOULD BE KEPT FREE NEIL 0. ANDERSON a� OF ANY PERMANENT STRUCTURES, AND ASSOCIATES 7, THE FOLLOWING INSPECTION ARE REQUIRED BY A REPRESENTATIVE OF NEIL. O. ANDERSON AND ASSOCIATES 902 INDUSTRIAL O A TERRACON COMPANY. f_ODI, CALIFORNIA c PHONE: (209) 367-3701 A. SEPTIC DESIGN LAYOUT INSPECTION FAX: (209) 333-8303 B. BACKFILL AND GRADING INSPECTION GEOTECHNICAL O SYSTEM MAINTENANCE: ENVIRONMENTAL 1 , THE SEPTIC TANK IS REQUIRED TO BE PUMPED AND CLEANED STRUCTURAL A MINIMUM OF EVERY THREE (3) YEARS, ACCESS TO THE INSPECTIONS&1"ES'TING SEPTIC SYSTEM DISPOSAL FIELD BY SERVICE EQUIPMENT D SHOULD BE MAINTAINED. FILTER CARTRIDGE SHOULD BE LABORATORY SERVICES SERVICED PER MANUFACTURER SPECIFICATIONS. AQUATIC DESIGN 2. A SEPTICSYSTEM OPERATES BY UTILIZING MICRO POST TENSION DESIGN ORGANISMS TO CONSUME WASTE PRODUCTS. www.noanderson.com 41 HOUSEHOLD CHEMICALS, PAINTS, OR MINERAL SALT FROM � . A WATER SOFTENER SHOULD BE KEPT OU P OF THE SEWER/SEPTIC SYSTEM AS THESE SUBSTANCES 0 w CES ARE HARMFUL TO THE NECESSARY ORGANISMS, 3, POSITIVE DRAINAGE AWAY FROM THE DISPOSAL FIELDS SHOULD BE MAINTAINED AT ALL TIMES. E B � ma AS THE OWNER, I HAVE READ AND UNDERSTAND THE ABOVE r CONSTRUCTION AND MAINTENANCE NOTES AND AGREE TO 0 PERFORM THE ABOVE RECOMMENDED SYSTEM MAINTENANCE. LU ' is CL LU 8 I ALSO AGREE TO TRANSFER THESE PLANS AND THE INFORMATION CONTAINED HEREON TO THE NEW OWNER cv co UPON SALE OF THE TITLED RESIDENCE. ra _ - 0WEpp 0 LU < sn - SIGNATURE DATEUj i I \ ,� I PRINTED NAME � Uj 501-011 cLLJ in r' L Or I CL .� a� CL I .e ff TO BE DETERMINE SEWER 1,200 GAL COMMERCIAL_ JENSE:N SEPTIC r CONNECTION TO SEPTIC O i PER PLUMBING ODE . _, �_ 5" 0„ TANK RATED FOR TRAFFIC LOADING ' 4"0 SDR35 PVC TRANSPORT PIPE ,- SLOPE MIN -%6" PER FOOT SLOPE LU j 0! I 12"x12" DISTRIBUTION BOX RATED FOR TRAFFIC LOADING PRIMARY LEACH _ 70' 0" LEACH LINE, TYP 5'-0" FIELD AREA/'74 , --- '-- -- E - -- _.. –— --- l f ----------- CONCRETE BARRICADES i G2.0 1 B 0" 2'-0" WIDE TRENCH, TYP _ 4"O SDR35 PVC PIPE 10 .- AROUND LEACH FIELD �� I k � 2' 0" TYP 2'-011, TYP' < <C-4 <C-) <_tj<L(�<-O <f <C6 01 - g;i a��ssr. Y Lu 'n° EFF"""." , I 1� � f T\ CIV �w �® _ signature date: 10/23/15 t _ 3ti z `. JOEL NUMBER: NA157003G SCALE: /y 1"=20' O n DATE: 10/23/2015 DRAWN BY: E. CINTORA 1Septic DESIGNED BY:_ A. ARAN (G 10 SHEET: G1 0 Copyright O 2015 Neil Anderson - All Rights Reserved This document was prepare=d for use onlyP� the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercia) educational and scientific use of this document b regulatory agencies is regarded as a "fair use" > s.. Y Y p F� y g y g g s and not a violation of copyright. Regulatory agencies may make additional copies of this document for internal u..,e.