HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / Lot /a Zone of Contribution: In_ Out Acreage/.67: 2'S/'q!
Street: Commercial: Residential:
Ve" )7; ram; P"
Village: (Floor Plan: # Bedrooms: y
Owner: Installer: L , s d ro
Address: Phone:
Phone:
Builder: Engineer: N € ,�. S U 1✓
Address: Phone:
Phone:
1. Required#of copies received N/A YES I
NO
2. Date of soils exam and percolation test not older than 2 years --
3. 4-5 ft of naturally occurring pervious material, above water table4. Foundation 2 ft above high point of road H.P.: End: Var.: ems. __
5. Water line 10 ft from septic components Var.: -
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimu.• ! ft from foundation, deck Var.: I I ,/"----
8. Leaching minimu 511 11, 15 ft crawl, 10 ft slab Var. f4 I 1. -'9. Leaching minimu :i ft from wetlands Var.: I
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: ,
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.:
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: .- I
15. System not in top or subsoil (A,B horizons)or 5' removal I
16. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", 'A"preferred T:1:1'jr-
19.
_18. System meets breakout requirements PVC liner: Wall: I
Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel
17
21. No garbage disposal
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox I !Y
24. Manhole covers within 6"of grade, pump chamber cover to grade a<
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
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 4-/---
31. Engineer to inspect and certify soils: wall: commercial: Le"".r..
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 A /
36. Deed Restriction required max. #bedrooms: max. flow: gpd I L,
1 37. Check area lots for groundwater/Label groundwater in Assessor's Map ��
Plan reviewed by: c o,o,