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HomeMy WebLinkAboutSite and Septic Plan - BHDC-24-76 54514 ,p TEST HOLE Lr1Gr,J, � 1) The Insst�tion s all,comply with the State Environmental Code Title V and Town of -�MASSESSORS MAP:_ Lrfi -GJ V V Board of Health Regulations. SOIL EVALUATOR' 'l �� n1ktDA �� 2) The septic system as proposed on this plan shall not be installed until a licensed town 4 PARCEL: installer receives approval and an Installation permit from the applicable town. EN E 9 )�po � REFER ITNESS 3) Prior to installation,the installer shall verify the location of utilities,sewer inverts, f22Vl ! q sewer lines and existing septic components prior to installation.��'- �-- DATE. M" 4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 2J8"per foot. The first 2 �t PERCOLATION RATE. 'r t feet out of the distribution box shall be Level. All piping connections to be glued. 17 :i T.H.#2 ELEV. 5) This septic design plan is not to be utilized for property line determination or for any T.H.#1 ELEV. other purpose other than the proposed septic system installation. LOCATION MAP 6) All Title V components are to meet Title V specifications. � � ,� �- ! piiyt, 7) Parking shall be prohibited over Title V components unless components are H2O ���[ loaded. 'ZI8) The existing leaching or cesspools shall be pumped and filled with material per Title V F ,Q�jr 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 to service ) pt p a water e tine.Sewer Imes crossing a _ u, lrp water line shall be sleeved with an appropriately sized schedule 4Q PVC with ends 0Ifl n � ,l grouted. The water service line or the septic line can be sleeved with the sleeve being O O 0t'I' a distance of 10'on both sides of crossing the line. �Z J . ( V4D G ITV Phu"' 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 ,1� SEPTIC SYSTEM DESIGN CALCULATIONS of the septic system. FLOW ESTIMATE: 12)This plan only represents that a septic system can be installed on the property 1 l 3 meeting Title V requirements. BEDROOMS AT GALJDAYJBDRM= GAL/DAY 13)The property owner shall review design criteria to approve the total number of SEPTIC TANK: bedrooms and design flow.Installation of the g septic system as proposed and receipt GALJUAYJBDRIN X Z DAYS=�GALLONS of payment for the design shall be deemed approval of the design criteria by the USE GALLON SEPTIC TANK property owner or agent of. 14)The valldity 6f this plan shall expire with the expiration of the town installation permit -- VV (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: r 5�9D.� plan. 1 SEDEWALL AREA: /") Z i � X } J j ! , Yarmo Health Department - t OFtsIN �,. BOTTOM AREA: ► 7 �" flA��� ;�. 4 ` ,,� . 4 �� ame at MASON .E rl l D '� PtECEIVED $ �`` MAY 0 8 2024 ./ny}fC'11 'IG1J3 SEPTIC SYSTEM SECTION HEALTH DEPT. BENCHMARK _. 6r (a n- v V411�� jj r-L T- TOP OF FOUNDATION Serf 'i=tl. j�, 10�. .. II €1/ - ,.'� "� - f y_ --- ELEV. 1 I�S 60, ��,� a 1 p O , z DATUM 6"STONE BA s c ' yJPI�J `SU ?VGj - 7i� _ J �Z � ' Y � ASSUMED) t�' � -- N 5E �I« 71Z lip yA�'URJtD, '�U ©( �✓`` >._ H2 a D-laox �.//ZC) Vh417 - . 0MA t - toy (ZAE}lav fw, fi"STONE BASE OR COMPACTED BASE WATER TEST FOR LEVELNESS - - -- - �►7� . GALLONS SEPTIC TANKVA U* - - SITE AND SWAGE PLAN -- -� — LOCATION: '7��7 �Vv ' 71�� Woo-/-, "s- tqam- _ PREPARED: �L'/ _ Z,C� � SCALE. DATE.