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a� d, 'Irerracon LU SYSTEM CONSTRUCTION_ COMPANY 1 . FINAL GRADING OF THE SURFACE OF THE DISPOSAL FIELDS a SHOULD BE SUCH THAT DRAINAGE WATER IS NOT ALLOWED TO COLLECT OR POND OVER THE FIELDS. Uc� 2. NO PERMANENT STRUCTURES OR HARD SURFACES (I.E. ,,.. .. .c CONCRETE FLATWORK, ASPHALT PAVING, ETC.) SHOULD BE .:,.... CONSTRUCTED OVER THE SEEPAGE BED, 5. THE ONLY LANDSCAPING PERMITTED OVER THE INSTALLED 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. 6, THE DESIGNATED REPLACEMENT AREA SHOULD BE KEPT FREE NEIL 0. ANDERSON OF ANY PERMANENT STRUCTURES, AND ASSOCIATES 7. THE FOLLOWING INSPECTION ARE REQUIRED BY A REPRESENTATIVE OF NEIL O. ANDERSON AND ASSOCIATES 902 INDUSTRIAL WAY O A TERRACON COMPANY. LODE, CALIFORNIA O csa A. SEPTIC DESIGN LAYOUT INSPECTION PHNE: I209a 0 - 701 FAX: t20�J 000-8003 B. BACKFILL AND GRADING INSPECTION GEOTECHNICAL SYSTEM MAINTENANCE: cal - - _ --. E.NVIRaNMEN FAL 1 . THE SEPTIC TANK IS REQUIRED TO BE PUMPED AND CLEANED STRUCTURAL A MINIMUM OF EVERY THREE (3) YEARS. ACCESS TO THE SEPTIC SYSTEM DISPOSAL FIELD BY SERVICE EQUIPMENT INSPECTIONS&TESTING SHOULD BE MAINTAINED. FILTER CARTRIDGE SHOULD BEOS. LABORATORY SERVICES SERVICED PER MANUFACTURER SPECIFICATIONS, AQUATIC DESIGN 2. A SEPTIC; SYSTEM OPERATES BY UTILIZING MICRO POST TENSION DESIGN ORGANISMS TO CONSUME. WASTE PRODUCTS. www.noandersonxorn HOUSEHOLD CHEMICALS, PAINTS, OR MINERAL SALT FROM A WATER SOFTENER SHOULD BE KEPT OUT OF THE SEWER/SEPTIC SYSTEM AS THESE SUBSTANCES ARE HARMFUL TO THE NECESSARY ORGANISMS. Z. '' �� 3. POSITIVE DRAINAGE AWAY FROM THE DISPOSAL FIELDS °r �� SHOULD BE MAINTAINED AT ALL TIMES. r 41 r cun AS THE OWNER I HAVE READ AND UNDERSTAND TI--IE ABOVE fi CONSTRUCTION AND MAINTENANCE NOTES AND AGREE TO 0 PERFORM THE ABOVE RECOMMENDED SYSTEM MAINTENANCE. LLj CL LU0 Asa 1 ALSO AGREE TO TRANSFER THESE PLANS AND THE INFORMATION CONTAINED HEREON TO THE NEW OWNER UPON SALE OF THE TITLED RESIDENCE, 00 00, 1 C � ' O `^w WELL `w/ SIGNATURE DATE L 065 / ILU �.] ' PRINTED NAMELo LLJ 501-011 � O � r cY) .r ��Jb 1 Uj f..._. P I O Uj _:100' 011 _ CL arCL \ <( a. r d „ -TO BE DETERMINE, SEWER CONNECTION TO SEPTIC 1,200 GAL COMMERCIAL .JENSEN SEPTIC - _0 TANK RATED FOR TRAFFIC LOADING 0 � PER PLUMBING CODE I - .. b r . .K 4110 SDR35 PVC TRANSPORT PIPE, U SLOPE MIN Y81' PER FOOT SLOPE Uj 12"x12" DISTRIBUTION BOA RATED FOR ,.rRAFFIC LOADING PRIMARY LEACH a - 70'-0" LEACH LINE, TYP - --- 51 01 FIELD AREA I r 4 - - CONCRETE BARRICADES � ' G2.0 18' 0" 1 0" WIDE TRENCH, TYP 4"0 SDR35 PVC PIPE 10' Q" lUj AROUND LEACH FIELD ----- 5 101.011 �-] _ 1 0 TYP -_� -�. 21-0° TY - 154'-0" � � J �� 100% RFPI.-AC�EI1 ENT AREA _ -------- _ ____ ___ _ - -_ --------- _ _ ....... -. I'llofassi, 1 .. , Ile d No. 72480 C�!V�V-%e� - - signature date: 10/23/15 JOB NUMBER: A hi SCALE: E�w.." 111=201 11.,....2Pr11ffi("SII '- Few,// �.,f DATE: 10/23/201' DRAWN BY: E. CIN I-ORA DESIGNED BY: _—Sepfic System _Ia n___— _ ._._. A. TRAN G1201011 S I--i E ET: G1 0 Copyright O 2015 Nail Anderson - All Rights Reserved - This document was prepared for use only by the client, only for the purposes staited, and within a reasonable time frorn issuance. Nan-commercial, educational, and scientific use of this docurnent 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.