HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. S7 Lot Z -.) Zone of Contribution: In Out X Acreage /to.7O3± Sr
Commercial: Residential: r/
Street: 9 A-e_‘- g w
Village: cv EST Floor Plan: #Bedrooms: S
Owner: 6_,-,6 c c-K -) Installer: .--)A --&6't -
Address: Phone:
Phone:
Builder: Engineer: - e,..z>"_./eS
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 V
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.: I /
6.Benchmark indicated and shown-NGVD if near wetlands V
j
7. Septic tank minimum 10 ft from foundation,deck Var.: x ,S r V
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: /
9. Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V
11.Tank/leaching minimum 10 ft from property line Var.: /
12. System meets all other setback requirements Var.: /
13.Uses adjustment for maximum high groundwater Var.: Kem ams
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.:
15. System not in top or subsoil(A,B horizons)or 5'removal /
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", %"preferred ./
18. System meets breakout requirements PVC liner: Wall: /
19. Specified tee sizes are proper, gas baffle on outlet tee V
20. Sewage is under 10,000 gpd for parcel ✓
21.No garbage disposal
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox
24.Manhole covers within 6"of grade,pump chamber cover to grade V
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes V
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size /
28. Septic tank/pump chamber to be factory waterproofed ,/
29.Vent provided if leaching below 3 feet,under driveway/parking /
30.Buoyancy calculations for tank/pump chamber ✓
31. Engineer to inspect and certify soils: wall: commercial: /
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature /
33.H-20 loading is subject to vehicular traffic,groundwater /
34.Title V Application and permit fee,installer signature /
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 /
Plan reviewed by:_ <Y7'h-4 3 (`t 'Lo LZ
60303