HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. s Lot (76 Zone of Contribution: In Out X Acreage I I843 S
Commercial: Residential:
Street: 4i 6 'c4-Gaw 12-O
Village: S,o,rr,-t Floor Plan: #Bedrooms: `Z
Owner: 12-A-1 hcc-& b b A-v is H/N/4-i S Installer: (le 3 7-7c_ S
Address: vk-- SW -P K-c 4 Phone: So2. "77 5- Z1.3 2-
Phone:
Phone: S-ve 331.- - (Nee,
Builder: Engineer: Arc,- F 5&97-74-r"- 4 5,A-a
Address: Phone: S-oQ '71 I 4" c
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: Var.: ✓
5. Water line 10 ft from septic components Var.: ✓
6. Benchmark indicated and shown-NGVD if near wetlands V
7. Septic tank minimum 10 ft from foundation, deck Var.: e3T ..
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: V
9. Leaching minimum 100 ft from wetlands Var.: ✓
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: ✓
11. Tank/leaching minimum 10 ft from property line Var.: V
12. System meets all other setback requirements Var.: V
13. Uses adjustment for maximum high groundwater Var.: ✓
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: V
15. System not in top or subsoil(A,B horizons)or 5' removal
16.Proposed contours are suitable t/
17. System meets slope requirements-min. 1/8", %"preferred V
18. System meets breakout requirements PVC liner: Wall: V
19. Specified tee sizes are proper, gas baffle on outlet tee ✓
20. Sewage is under 10,000 gpd for parcel V
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 y
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes ✓
27. Pump system-2"line,weep hole,check valve, tee in dbox,pump size V
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: t/
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 Ma
Plan reviewed by: ereZPINgS4-) L4-114-1415
6/03/03