HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 67 Lot 1 7 Zone of Contribution: In Out L.--/Acreagec:2a02.2C7
Commercial: Residential: i
Street: 14'8 0 - ,e ____Dszt
Village: Floor Plan: # Bedrooms: 3
Owner: - . Installer: e y„.,pit /
Address: - Phone: I
Phone:
Builder: Engineer: Da t,; O( C3 i N is.A
Address: Phone:
Phone:
N/A YES I NO
1. Required#of copies received
./4H
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 - l
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.: ll :
,/Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.: t .
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.: -
11. Tank/leaching minimum 10 ft from property line Var.: I
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.:
.✓
15. System not in top or subsoil (A,B horizons) or 5' removal
- - -
16. Prososed contours are suitable - V --"
17. System meets slope requirements-nun. 1!8", 1,4"prefen-ed
18. System meets breakout requirements PVC liner: Wall: I
19. Specified tee sizes are proper, gas baffle on outlet tee 1.7"
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 k/:
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 Vj
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify soils: wall: commercial: J i./
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
l/
33. H-20 loading is subject to vehicular traffic, groundwater -
t/
34. Title V Application and permit fee, installer signature ti/ •
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 I l ,
Plan reviewed by: G 0101