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Home My WebLink AboutEngineered Plan - 2016i 4 0 0 0 Ce 0 0 z 5 z Z W LOCATION MAP I ASSESSORS MAP: PARCEL: FLOOD ZONE: �1 REFERENCE:_ �__...J__ lj�, %--> L--- u(_� \ 1\ _Z316, 61%� TEST 1 -I01 -E LOGS SO I L EVALUATOR : 1 _-P , &4uv, WITNESS: DATE: d PERCOLATION RATE: a 4y- AA t9 \gv �e TH- I TI -1-2 e• 3 t l 14 NO Pie at ' lig lot REPAIR OF SETTIC �I m IVI' 0 1 Y (file to ;tate aor! 1 .,r.�i ,optic variances:. �IO Ko:+rd nl 11,11111 ,v n•w 11),1 .,pj;, „v a1 is required f i' .1� -any„ future a !dftions/ren .- auuus/a!trrltiuns to Sewage I mIties nd/pr structu+,s/d%s !1jf,k• I _]'armi kh Health !),hi1 P"1.t1}l'nt qp Wu�1't✓'C,_,. N1, tr1 tate SEPTIC SYSTEM DESIGN FLOW ESTIMATE LBEDROOMS AT 110 GAL/DAY/BEDROOM.- GAL/DAY SEPTIC TANK t—GAUDAY x 2 DAYS - GAL USE p IITi GALLON SEPTIC TANK �YW S01 �ADSORP O14—SYSTEM wd ho_9�j UH FF5 41�2 �f Aff x -70�6 5 X D t1 ` tJZ 1j 1) The instillation shall cornpIvilh `I'ille V ani) "town of r►WL Iloard of, Ilealth Regulations. 2) The installer shall verify life location of utilities, sewer inverts. and septic components prior to installation and selling base elevations. 3) All gravity septic piping to be 4 inch Sch ,10 PVC at 1/8" per root.The First two Ibct oat of the tl-box to the icaching shall be level. 4) This plan is not to be utilized for property line determination nor any other purpose other than the proposed system installa(ion. 5) All septic components must meet Title V specifications. 6) Parking shall not be constructed over 1110 septic components. 7) The property is bounded by property corners and property lines. 8) The property owner shall review design considerations to approve of total . design flow and number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on (lie plan shall be deerned approval of the design flow by the owner. 9) The existing leaching or cesspools shall be pumped and fillet) with material per Title V abandonment procedures. Those within the proposed SAS shall be removed along with contaminated soil and replaced with clean sand per Title V specs. 10) System components to be 10 feet fi•orn water line. Sewer lines crossing file water line shall be sleeved wish 4 inch SCII 40 PVC with ends grouted if applicable. The proposer) SAS is being installed below the water service line. The line is to be sleeved as aforementioned and main(ainer) in place. 11) If a garbage grinder exists it is to be removed and is the responsibility of the owner to ensure such. 12)The histaller is to take caution in excavation around the gas line if.' exists. 13) The installer shall verify the location, quantity and elevation of the sewer lines exiting life dwelling"rior to the installation. 14) This plan is representative only that a system can fit on a property meeting ' Title V requirements. SEPTIC SYSTEM SECTION 00 in to 11 t4 OL °Ito t�j `h LNIT6K ININ J-12 � Vj GAL Iy,, SEPTIC TANK V_ '; ` y�z o I otic - ��- _ a DATE HEALTH AGENT L. 4� DAVID B. c MASON ';'j P�NNo. 1066 4~i k9 'VITA y,� Nvv I I ( I'1R1 oo q°+GjVs1W MIMI r_ SITE AND SEWAGE PLAN ,LOCATION: D0 j7 PREPARED FOR: &(LPqA�- SCALE: DAVID B. MASON b DATE; IZ Zo1b DBC ENVIRONMERAL DESIGNS EAST SANDWICH. MA (508) 833-2177 : 61%� TEST 1 -I01 -E LOGS SO I L EVALUATOR : 1 _-P , &4uv, WITNESS: DATE: d PERCOLATION RATE: a 4y- AA t9 \gv �e TH- I TI -1-2 e• 3 t l 14 NO Pie at ' lig lot REPAIR OF SETTIC �I m IVI' 0 1 Y (file to ;tate aor! 1 .,r.�i ,optic variances:. �IO Ko:+rd nl 11,11111 ,v n•w 11),1 .,pj;, „v a1 is required f i' .1� -any„ future a !dftions/ren .- auuus/a!trrltiuns to Sewage I mIties nd/pr structu+,s/d%s !1jf,k• I _]'armi kh Health !),hi1 P"1.t1}l'nt qp Wu�1't✓'C,_,. N1, tr1 tate SEPTIC SYSTEM DESIGN FLOW ESTIMATE LBEDROOMS AT 110 GAL/DAY/BEDROOM.- GAL/DAY SEPTIC TANK t—GAUDAY x 2 DAYS - GAL USE p IITi GALLON SEPTIC TANK �YW S01 �ADSORP O14—SYSTEM wd ho_9�j UH FF5 41�2 �f Aff x -70�6 5 X D t1 ` tJZ 1j 1) The instillation shall cornpIvilh `I'ille V ani) "town of r►WL Iloard of, Ilealth Regulations. 2) The installer shall verify life location of utilities, sewer inverts. and septic components prior to installation and selling base elevations. 3) All gravity septic piping to be 4 inch Sch ,10 PVC at 1/8" per root.The First two Ibct oat of the tl-box to the icaching shall be level. 4) This plan is not to be utilized for property line determination nor any other purpose other than the proposed system installa(ion. 5) All septic components must meet Title V specifications. 6) Parking shall not be constructed over 1110 septic components. 7) The property is bounded by property corners and property lines. 8) The property owner shall review design considerations to approve of total . design flow and number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on (lie plan shall be deerned approval of the design flow by the owner. 9) The existing leaching or cesspools shall be pumped and fillet) with material per Title V abandonment procedures. Those within the proposed SAS shall be removed along with contaminated soil and replaced with clean sand per Title V specs. 10) System components to be 10 feet fi•orn water line. Sewer lines crossing file water line shall be sleeved wish 4 inch SCII 40 PVC with ends grouted if applicable. The proposer) SAS is being installed below the water service line. The line is to be sleeved as aforementioned and main(ainer) in place. 11) If a garbage grinder exists it is to be removed and is the responsibility of the owner to ensure such. 12)The histaller is to take caution in excavation around the gas line if.' exists. 13) The installer shall verify the location, quantity and elevation of the sewer lines exiting life dwelling"rior to the installation. 14) This plan is representative only that a system can fit on a property meeting ' Title V requirements. SEPTIC SYSTEM SECTION 00 in to 11 t4 OL °Ito t�j `h LNIT6K ININ J-12 � Vj GAL Iy,, SEPTIC TANK V_ '; ` y�z o I otic - ��- _ a DATE HEALTH AGENT L. 4� DAVID B. c MASON ';'j P�NNo. 1066 4~i k9 'VITA y,� Nvv I I ( I'1R1 oo q°+GjVs1W MIMI r_ SITE AND SEWAGE PLAN ,LOCATION: D0 j7 PREPARED FOR: &(LPqA�- SCALE: DAVID B. MASON b DATE; IZ Zo1b DBC ENVIRONMERAL DESIGNS EAST SANDWICH. MA (508) 833-2177 :