Loading...
HomeMy WebLinkAboutEngineer PlanC - � ASSESSORS MAP : PARCEL: (� F FLOOD ZONE: REFERENCE: e tG*-,/ Op=-- j LOCATION MAP 0 O I i9 es 1191 �.✓ 0-0 I / 20' I ti I �j i J / AXIS T lIVoP I� 21 g2 Off, i LOT 44 w AREA =Ilr19sF+ C/�•�/ AS A`EC �l QST 014- BENCH MARK PAINT SPOT ON BULKHEAD CORNER - ELEVATION = 22.06 USGS DATUM ASSUMED V/1 PLAN SCALE: 1 in = 20 FL 20 0 20 40 0 10 20 TEST HOLE LOGS SOIL EVALUATOR WITNESS: IQAV V! DATE: :: tkA t 01*1� PERCOLATION RATE: \,O/ 6Lt 20)5' TH-1 nY �pPL�f y� SEPTIC SYSTEM DESIGN FLOW EST)MATE BEDROOMS AT IIU GAL/DAY/BEDROOM -ZOO GAL/DAY SEPTIC TANK VO GAL/DAY x 2 DAYS - 7qt) GAL USE IODb GALLON SEPTIC TANK , ff�ci-571tt . -L SOIL ABSORPTION SYSTEMCZ_t�_ ' Y L01-1,1 /4" -sTc SIDE AREA: G BOTTOM AREA: UT-1 '2X D �71 SEPTIC SYSTEM SECTION U� U V GAL SEPTIC TANK e F : r^•� E. L , era a` tr-*- -^�> �1✓bo12 DATE HEALTH AGENT NOTES: 1) The installation shall comply with Title V and Town of Yarmouth Board of Health Regulations. 2) The installer shall verify the location of utilities, sewer inverts and septic components prior to installation and setting base elevations. 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8" per foot. The first two feet out of the d-box to the leaching shall be level. 4) This plan is not to be utilized for property line determination nor any other purpose other than the proposed system installation. 5) All septic components must meet Title V specifications. 6) Parking shall not be constructed over H10 septic components. 7) The property is bounded by property comers and property lines. 8) The property owner shall review design considerations to approve of total design flow and number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on the plan shall be deemed approval of the design flow by the owner. 9) The existing leaching or cesspools shall be pumped and filled with material per Title V abandonment procedures. Those within the proposed SAS shall be removed along with contaminated soil and replaced with clean sand per Title V specs. 10) System components to be 10 feet from water line. Sewer lines crossing the water line shall be sleeved with 4 inch SCH 40 PVC with ends grouted if applicable. The proposed SAS is being installed below the water service line. The line is to be sleeved as aforementioned and maintained in place. 11) If a garbage grinder exists it is to be removed and is the responsibility of the owner to ensure such. 12) The installer is to take caution in excavation around the gas line if such exists. 13) The installer shall verify the location, quantity and elevation of the sewer lines exiting the dwelling prior to the installation. SITE AND SEWAGE PLAN LOCAT I ON: 2 GPI PREPARED FOR: �Tlll �Z-3 r -6 7 SCALE:I DAV I D B. MASONS DATE: I hq Inlo DBC ENVIRONMEN�'AL DESIGNS EAST SANDWICH. MA (508) 833-2177