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HomeMy WebLinkAboutEngineer PlanTEST 1) The Installation shall comply with the State Environmental Code Title V and Town of <" MAP: A�� 0�� �OS. �`~N' 1 Bayard of Health Regulations. ASSESSORS �„- l 2) The septic system as proposed on this plan shall not be installed until a licensed. town a PARCEL: I bJ SOIL EVALUATOR:_ �. � - C� — ,- installer receives approval and an installation permit from the applicable town. 3) Prior to Installation, the installer shall verify the location of utilities, .Ewer inverts, REFERENCE: ' �', L2 WITNESS: f - 2 sewer lines and existing septic components prior to installation. DATE: i �` 4) AN gravity sewer piping is to be 4 inch schedule. 40 PVC at I/V1 per foot. The first 2 feet out of the distribution box shall be level. All piping connections to be glued. PERCOLATION RATE. kW5 r� S) This septic design plan is not to be utilized for property tine determination or for any _00- r T.H.#1 ELEV. �'2 T.N.#2 ELEV. other purpose other than the proposed septic system installation, - 6) All Title V components are to meet Title V specifications. LOCATION MAP 7) Parking shall be prohibited over Title V components unless components are M20 Loaded. ���.. 8) The existing leaching or cesspools shall be pumped and filled with material per Title V abandonment procedures. teaching and cesspool(s) and contaminated soils within /,•'� n ! - --the proposed SAS shall be removed and replaced with clean sand per Title V specifications. i gypo 9) Septic components -are to be l(Y 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 r (� 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 SEPTIC SYSTEM DESIGN CALCULATIONS . of the septic system. r � - ,:t FLOW ESTIMATE: 12) This plan only represents that a septic system can be Installed on the property tY ' �, 2 meeting Title V requirements. �..J � GAL/DAY ~t- BEDROOMS AT �GAL/QAY/BQRM 1.3) The property owner shall review design criteria to approve the total number of !�.A�� ` SEPTIC TANK: bedrooms and design flow. installation of the septic system as proposed and receipt f of payment for the design shall be deemed approval of the design criteria by the -.- GAL/DAY/BDRM X 2 DAYS = GALLONS . - - property owner or agent of. . USE 100 GALLON SEPTIC TANK 1?�.\ u I~° -I Cr 14) The validity of this plan shall expire with the expiration of the town installation permit r Wt ! — (GARBAGE GRINDER IS PROHIBITED) issued for this plan or the validity of this plan shall expire on the expiration of the I'`� -- - Certificate of Compliance !.,sued for the installation of the proposed system on this ' J`! �' SOIL ABSORPTION SYSTEM: plan. � � &T PermiC valid for REPAIR O t►�►,a � S..PT SYSTEIN u� , Fri j t 0. any future ad,illu,r,�lrr n,., lit, 8tlUrrl I,'U _._ t >� v' sewage facilities and/or sir ucturc�,ii%�cliurg. SiDEWAtI AREA: %?� ` DAVID n�-s \FV- 1✓�i��, C� t-7 2 1' / 5 Yarmouth iiealth Department p o ��� <� i BOTTOM AREA: r _ M>asor� - - _ - _ - . _ l _ APPROVED .� a 9 R'o. i G68 G Ir Hanle urv� - 'SEPTIC SYSTEM SECTION s ' -A0 , - - _______G��c� - _ _Lil�� - --- - - -- - - - - -\1401 - w BENCHMARK TOP Of FOUNDATION ELEV. 5D,00 (DATUM ASSUMED) r II %MWEMI 6" STONE BASE OR COMPACTED BASE 0c::>0 GALLONS SEPTIC TANK /-�-) V'I C� ) LMPU'. I Roe,e t ` d► u ?Q_?3 HEWTH PEPT. 6" STONE BASE H2O D-BOX WATER TEST FOR LEVELNESS ri,?ir Ila o A4 , nf �11