HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3 3 Lot /fl Zone of Contribution: In_ Out Acreage8c4)
��j Commercial: Residential:
Street: CC?' 'F ti A.- ro..-' e.
Village: Floor Plan: j #Bedrooms:
Owner: eo r5 �,_ i\i\c"v±,✓.eve Installer: U i f./ Ai
Address: Phone:
Phone:
Builder: Engineer: D D w10 C A?P_
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 I
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.: i/
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.:
i
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 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.: i,
7,-
14. Leaching
set 4-5 ft ab ve'
o 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
r
17. System meets slope requirements-min. 1/8", %"preferred -----
18.
18. System meets breakout requirements PVC liner: Wall: i
19. Specified tee sizes are proper, gas baffle on outlet tee _ - e.;-----
20. Sewage is under 10,000 gpd for parcel c.---
21. No garbage disposal -
22. System adequately uatel sized for its intended use -.
1
23. Minimum 6"stone or compacted below tank and dbox L�
24. Manhole covers within 6"of grade, pump chamber cover to grade 1
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Se
arate meter for duplexes s
Y
27. Pumpsystem-2" line wee
Yp hole,check valve, tee in dbox,pump size
28. Se tic tank/pump chamber to be factory waterproofed V
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: I _./
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature i
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 I
37. Check area lots for groundwater/Label groundwater in Assessor's Map I
Plan reviewed b
244--sta3
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