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HomeMy WebLinkAboutEngineered Plan - Rev. 2019P. m 0 O a w Z Z w Zz LOCATION MAP ASSESSORS MAP:Z� PARCEL: TEST HOLE L 0 G S 1) The installation shall comply with the State Environmental Code Title V and Town of kC (�j Board of Health Regulations. FLOOD ZONE: _ Y ._ �:` 1 - I ' y' I I I III'+ v' �_� 1 SOIL �YALUIITQR • I 1�( G ? 111(1 %(1 Ills. 5 .lulll i1� 1111 ►u t1t) U11 llll Iltlll I,Ilull Ilttl Ilu Inllull 1111111 U (Il ullat+tl Ion III'�Ill�lul W I THE 1 �� �OW � � receives approval and ati Insiallallon permll from Nie applicable REFERENCE: .5� 1�.... etown. - - -._----_� DATE: 3 Prior to Installation the Installer shall verifythe ,-- g p p p Ides, sewer Inverts, sewer lines PERCOLA ION RATE: ,� `7j1 location of utilities, t and existing septic components riot to Installation. 0 ,0, e? �(z ; 4) All gravity secret piping Is to be 4 inch schedule 40 PVC at 1/8" per foot. The first 2 feet out of TH- I TH-2 th d' t 'b t' b f II b Permit valid for REP,VIZ ()I. sE1111C SYSTEM ONLY, dire to State and Local sclrtic variances. Hoard of Ifealth review and apl,roval ,s required for any fnfiire additions/renn,:,tion.i:,lterations to '"~Y sewage facilities and/or structuresi(j,.clliog. I Yarmontta r@eallh !)cpartrnent 4— Date C Is rI u Ion VAS 10 a eve . All piping connections to be glued. AF LO 5) This septic design plan is not to be utilized for property line determination or for any other )0 purpose other than the proposed septic system installation. .�.� 6) All Title V cornponents are to meet Title V specifications. br l p t I I �� 7) Parking shall be prohibited over Title V components unless components are H2O loaded. 2 `-- ' 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 oO �j �ty�l►� 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. +o crossing the line. -i_Ii�� t �' fC,� 7�9 10) If a garbage grinder exists in the structure, it is to be removed if the septic system is not y designed to accommodate a garbage grinder. 11) The installer is responsible for care of excavation around all utilities on the property and SEPT1IC SYSTEM DESIGN protecting the structural integrity of all structures during the installation process of the septic system. FLOW ESTIMATE 12) This plan only represents that a septic system can be installed on the property meeting Title V �, requirements. BEDROOMS AT I� GAL/DAY/BEDROOM - Jp GAL/DAY j13) 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 SEPTIC TANK shall be deemed approval of the design criteria by the property owner or agent of. GAL/DAY x 2 DAYS - Cyl�'�U GAL 14) The validity of this plan shall expire with the expiration of the town installation permit issued for 111 USI: I d� GALLON SEPT! C TANK t�IR�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. Lq'a�t �Wl�. -. �1 t�iBSZSf�P O �YSTE T; e 700 O SIDE AREA: q BOTTOM AREA: ;;, (2t Oil �. `�' C.0o SEPTIC SYSTEM SECTION 00w tu11�" w til b `► -- P H OF Mgsr DAVID <fVIASONch i No.1066 s o /ST1v- P` 6" W a ., ' tZGAL Tit �� - SEPTIC T� �qqc, K�') HEALTH AGENT (Ltil z'�t71X:- Te v xlI II(, �� CC T SITE AND SEWAGE PLAN LOCATION: to CAL`Dl, V101AI PREPARED FOR: t I SCAL : DAV I D B. MASON,RS DATE: I '/ DBC ENVIRONMENTAL DESIGNS Zo o �v�.�_ � oPuw��a_�