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Home My WebLink AboutEngineer Plans - 2021LOCATION MAP ASSESSORS MAP: 1 nnotcl. A l FERENCE: L,4-4 M s•v a t -- - TEST HOLE LOGS SOIL SOIL EVALUATOR: I, 4d ....�..�Pr. AAA it k p \A -A,. DATE: PERCOLATION RATE: T.H.#1 ELEV. OA A 0A 1 . T.H12 ELEV.- 1) The installat'on shat comply with the State Environmental Code Title V and Town of 1 Board of Health Regulations. 2) The septic system as proposed on this plan 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 determination 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 N20 loaded. 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 water 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 SEPTIC SYSTEM DESIGN CALCULATIONS and protecting the structural integrity of all structures during the installation process of the septic system. FLOW, ESTIMATE: i � 12) This plan only represents that a septic system can be installed on the property BEDROOMS AT GAIT DAY/BDRM = `0 GAL/DAY meeting Title V requirements. i 13)The property owner shall review design criteria to approve the total number of SEPTIC TANK: bedrooms and design flow. Installation of the septic system as proposed and receipt II GAL/DAYJBDRM X 2 DAYS= L ODGALLONS of payment for the design shall be deemed approval of the design criteria by the " l� property owner or agent of. USE GALLON SEPTIC TANK 14) ��iX i l The validity of this plan shall expire with the expiration of the town installation permit (GARBAGE GRINDER IS PROHIBITED) 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 SOIL ABSORPTION SYSTEM:` --- -- plan:- - �1 xKLl� SIDEWALL AREA: X ,+ Z '1 L 1 �7 J7 \rE Uh /i�!i✓' _ C�'/TCc J it C .`1 U�� - ,LS�"t /6 11 BOTTOM AREA: 7;1-447-4Ae ,� / V -u l <''9 6-7-fi r. �/ SEPTIC SYSTEM SECTION BENCHMARK TOP OF FOUNDATION ELEV. 100-00 (DATUM ASSUMED) Yarmouth Health Department APPROVED Name Date / �1 l -- - TEST HOLE LOGS SOIL SOIL EVALUATOR: I, 4d ....�..�Pr. AAA it k p \A -A,. DATE: PERCOLATION RATE: T.H.#1 ELEV. OA A 0A 1 . T.H12 ELEV.- 1) The installat'on shat comply with the State Environmental Code Title V and Town of 1 Board of Health Regulations. 2) The septic system as proposed on this plan 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 determination 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 N20 loaded. 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 water 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 SEPTIC SYSTEM DESIGN CALCULATIONS and protecting the structural integrity of all structures during the installation process of the septic system. FLOW, ESTIMATE: i � 12) This plan only represents that a septic system can be installed on the property BEDROOMS AT GAIT DAY/BDRM = `0 GAL/DAY meeting Title V requirements. i 13)The property owner shall review design criteria to approve the total number of SEPTIC TANK: bedrooms and design flow. Installation of the septic system as proposed and receipt II GAL/DAYJBDRM X 2 DAYS= L ODGALLONS of payment for the design shall be deemed approval of the design criteria by the " l� property owner or agent of. USE GALLON SEPTIC TANK 14) ��iX i l The validity of this plan shall expire with the expiration of the town installation permit (GARBAGE GRINDER IS PROHIBITED) 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 SOIL ABSORPTION SYSTEM:` --- -- plan:- - �1 xKLl� SIDEWALL AREA: X ,+ Z '1 L 1 �7 J7 \rE Uh /i�!i✓' _ C�'/TCc J it C .`1 U�� - ,LS�"t /6 11 BOTTOM AREA: 7;1-447-4Ae ,� / V -u l <''9 6-7-fi r. �/ SEPTIC SYSTEM SECTION BENCHMARK TOP OF FOUNDATION ELEV. 100-00 (DATUM ASSUMED) Yarmouth Health Department APPROVED Name Date / - .... Al C' M 6" STONE BASE OR COMPACTED BASE IfQC) GALLONS SEPTIC TANK r -- 0 2 2 2021 iE4LTH DEPT. LSI %,I D q� 6" STONE BASE CL' _F'if _. O ly H2OD-BOX-��xC1, I l r WATER TEST FOR LEVELNESS I�� t?liew 'OF --rel /4 I Vii/, LOCATION: SITE AND SEWAGE PLAN C vi I l�,A)V- 1 G DA E•