HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
j SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. "�O Lot "II Zone of Contribution: In Out ✓Acreage 4+101: 31:-.
Commercial: Residential: ✓
Street: lig V.)/ vA L°Le) ci
Village: Floor Plan: #Bedrooms: Z
Owner: rk8,1-t G 0 Installer: 5r .t..k
Address: Phone:
Phone:
Builder: Engineer: kL-L C k '
Address: Phone:
Phone:
N/A YES NO
1. Required#of copies received
2.Date of soils exam and percolation test not older than 2 years
3.4-5 ft of naturally occurring pervious material,above water table ✓ /
4.Foundation 2 ft above high point of road H.P.: Fnd: Van:
5.Water line 10 ft from septic components Var.: t/
6. Benchmark indicated and shown-NGVD if near wetlands ✓
7. Septic tank minimum 10 ft from foundation,deck Var.: VI
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 12) Orta ! R-us t.- L/
9. Leaching minimum 100 ft from wetlands Var.: V
10.Leachin_ minimum 150 ft from drinking well/25 ft irrigation well Var.: ,/
11.T. I'nimum 10 ft from property line Var.: [o .'4. ' r/
12. Syste -e s all other setback requirements Van: V
13.Uses adjustment for maximum high groundwater Var.: ,�
14.Leaching set 4 5 t above adj. water or bottom • test hole Var.:
15. System not in top or subsoil(A,B horizons) 1► f
16.Proposed contours are suitable /
17. System meets slope requirements-min. 1/8", 'A"preferred ,/
18. System meets breakout requirements PVC liner: ,r
19. Specified tee sizes are proper, gas baffle on outlet tee J
20. Sewage is under 10,000 gpd for parcel /
21.No garbage disposal V ...,--
22. System adequately sized for its intended use V
23.Minimum 6"stone or compacted below tank and dbox ../-
24.
24. Manhole covers within 6"of grade,pump chamber cover to grade /
25. Inspection port on plastic chambers/leach field Vr
26.Electrical permit for pump chamber/Separate for duplexes _
27.Pump system-2"line,weep hole,check valv tee i dbox,pump size 42o<L� b t S e.4),-,-..4 kec.-c' t/
28. Septic tank/pump chamber to be factory wate ofed
29.Vent provided if leaching below 3 feet,under driveway/parking V
30.Buoyancy calculations for tank/pump chamber 7
31.Engineer to inspect and certify soils: wall: commercial: V-
32.
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic, groundwater V
34.Title V Application and permit fee,installer signature V
35.Foundation footing min.2 feet above adjusted ground water for new house
36.Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label+ groundwater in Assessor's Map 4q'' ✓
Plan reviewed by: /46t bl 4,1242.02A_Z"" 6 03 03