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HomeMy WebLinkAboutEngineer Plans - 2021 RevisedLOCATION MAP ASSESSORS MAP. "TE>1 ssenres. - 1r;;7 i t Permitvalid for REl"til. (W SEPIK; ST51ILm QNLY, due to State Lurat septic variances. Board or Health review w : ailtreoval is required be any future---- additionsh , novationslaiterations ' to. :sewage facilMes and/or si l oclaresldtveaia{. Yarmouth tit Ith 0"Wimest' APPh ED " V 8 16 I AUG 11 2021 HEALTH DEPT: j 1 C:� 1 C14JLC LVNa SOIL WITNESS. �'/iA1 L ,� IOW DATE: -::�oL _} Z (I -I - PERCOLATION RATE: T.H.#1 ELEV. *40191 T. 0 ELEV. SEPTIC SYSTEM DESIGN CALCULATIONS FLQW ESTIMATE: �2_ BEDROOMSIAT GWDAY/BDRM = GAL/DAY SEPTIC TANK: 1 9ZQQ GAL/DAY/BARN X2 DAYS= "i GALLONS USE, IOQQ- GALLON SEPTIC TANK (GARBAGE GRINDER iS PROHIBITED) SOIL ABSORPTION SYSTEM: ,�o q -I SIDEWALI BOTTOM SEPTIC SYSTEM SECTION' TOP OF FOUNDA'1'1ON ELEV. 56-00 (DATUM ASSUMED) 1 /n OFMgs DAViD MASON SG/sTE�''b� . AUG 11 2021 HEALTH DEPT: j 1 C:� 1 C14JLC LVNa SOIL WITNESS. �'/iA1 L ,� IOW DATE: -::�oL _} Z (I -I - PERCOLATION RATE: T.H.#1 ELEV. *40191 T. 0 ELEV. SEPTIC SYSTEM DESIGN CALCULATIONS FLQW ESTIMATE: �2_ BEDROOMSIAT GWDAY/BDRM = GAL/DAY SEPTIC TANK: 1 9ZQQ GAL/DAY/BARN X2 DAYS= "i GALLONS USE, IOQQ- GALLON SEPTIC TANK (GARBAGE GRINDER iS PROHIBITED) SOIL ABSORPTION SYSTEM: ,�o q -I SIDEWALI BOTTOM SEPTIC SYSTEM SECTION' TOP OF FOUNDA'1'1ON ELEV. 56-00 (DATUM ASSUMED) 1 /n IV STONE BASE OR COMPACTED BASE GALLONS SEPTIC TANK 01 ICY L-uA©L)II'1• Board of Health Regulations. 2) The septic system as proposed on this pian shall not be installed until a licensed town Installer receives approval and an installation permit from the applicable town. 3) Prior to Installation, the installer shall verify the location of utilities, sewer inverts, sewer lines and existing septic components prior to installation. 4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8" per foot. The first 2 feet out of the distribution box shall be level. All piping connections to be glued. . 5) This septic design plan is not to be utilized for property line detennination or for any other purpose other than the proposed septic system installation. 6) All Title V components are to meet Title V specifications. 7) Parking shall be prohibited over Title V components unless components are 1120 loadt�d. 8) The existing leaching or cesspools shall be pumped and filled with material per Title V abandonment procedures. Leaching and cesspool(s) and contaminated soils within the proposed SAS shall be removed and replaced with clean sand per Title V specifications. 9) Septic components are to be 10' from a seater service line. Sewer lines crossing a water line shall be sleeved with an appropriately sized schedule 40 PVC with ends grouted. The water service line or the septic line can be sleeved with the sleeve being a distance of 10' on both sides of crossing the line. 10) If a garbage grinder exists in the structure, it is to be removed if the septic system is not designed to accommodate a garbage grinder. 11)The installer is responsible for care of excavation around all utilities on the property and protecting the structural integrity of all structures during the installation process of the septic system. 12) This plan only represents that a septic system can be installed on the property meeting Title V requirements. 13) The property owner shall review design criteria to approve the total number of bedrooms and design flow. installation of the septic system as proposed and receipt of payment for the design shall be deemed approval of the design criteria by the property owner or agent of. 14) The validity of this plan shall expire with the expiration of the town installation permit issued for this plan or the validity of this plan shall expire on the expiration of the Certificate of Compliance.issued for the installation of the proposed system on this plan. (,Tim v IV STONE BASE H2O D -BOX WATER TEST FOR LEVELNESS � e � SITE AND SEWAGE PLAN 1 nrntnfu• 457 'R�Z) V,,.�T L 1PREPARED: DATE aaraaars 06�211101111R.��_.I IV STONE BASE OR COMPACTED BASE GALLONS SEPTIC TANK 01 ICY L-uA©L)II'1• Board of Health Regulations. 2) The septic system as proposed on this pian shall not be installed until a licensed town Installer receives approval and an installation permit from the applicable town. 3) Prior to Installation, the installer shall verify the location of utilities, sewer inverts, sewer lines and existing septic components prior to installation. 4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8" per foot. The first 2 feet out of the distribution box shall be level. All piping connections to be glued. . 5) This septic design plan is not to be utilized for property line detennination or for any other purpose other than the proposed septic system installation. 6) All Title V components are to meet Title V specifications. 7) Parking shall be prohibited over Title V components unless components are 1120 loadt�d. 8) The existing leaching or cesspools shall be pumped and filled with material per Title V abandonment procedures. Leaching and cesspool(s) and contaminated soils within the proposed SAS shall be removed and replaced with clean sand per Title V specifications. 9) Septic components are to be 10' from a seater service line. Sewer lines crossing a water line shall be sleeved with an appropriately sized schedule 40 PVC with ends grouted. The water service line or the septic line can be sleeved with the sleeve being a distance of 10' on both sides of crossing the line. 10) If a garbage grinder exists in the structure, it is to be removed if the septic system is not designed to accommodate a garbage grinder. 11)The installer is responsible for care of excavation around all utilities on the property and protecting the structural integrity of all structures during the installation process of the septic system. 12) This plan only represents that a septic system can be installed on the property meeting Title V requirements. 13) The property owner shall review design criteria to approve the total number of bedrooms and design flow. installation of the septic system as proposed and receipt of payment for the design shall be deemed approval of the design criteria by the property owner or agent of. 14) The validity of this plan shall expire with the expiration of the town installation permit issued for this plan or the validity of this plan shall expire on the expiration of the Certificate of Compliance.issued for the installation of the proposed system on this plan. (,Tim v IV STONE BASE H2O D -BOX WATER TEST FOR LEVELNESS � e � SITE AND SEWAGE PLAN 1 nrntnfu• 457 'R�Z) V,,.�T L 1PREPARED: DATE aaraaars