HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 6 7
D Lot / 3 _ Zone of Contribution: In Out '"Acreage ///S Fd
Commercial: Residential: i ---'
Street:
c0 LXd P1L
Village: Floor Plan: 1/'--- #Bedrooms: 3
Owner: Po ro y c'w a.rel Installer: D r
Address: Phone:
Phone:
Builder: Engineer: �4),5/ iv ee r,.4. ) 4.3p /
Address: _ Phone:
Phone:
N/A YES I NO i
1.
Required#of copies received �- 1
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 f'
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.: 1,
6. Benchmark indicated and shown-NGVD if near wetlands ✓l -
7. Septic tank minimum 10 ft from foundation, deck Var.: !
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.:
12. System meets all other setback requirements Var.: t -
•
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. Proposed contours are suitable - I. •
17. System meets slope requirements-min. 1/8", !!"preferred
18. System meets breakout requirements PVC liner: Wall: i
19. Specified tee sizes are proper, gas baffle on outlet tee 1 .
20. Sewage is under 10,000 gpd for parcel I/
21. No garbage disposal j
22. System adequately sized for its intended use
23. Minimum 6"stone or compacted below tank and dbox 1 ..
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes i.. ,
27. Pump system-2"line,weep hole,check valve, tee in dbox,pump size
28. Se tic tank/pump chamber to be factory waterproofed K"
29. Vent provided if leaching below 3 feet,under driveway/parking r�� /
30. Buoyancy calculations for tank/pump chamber V
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 I v
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. Al bedrooms: max. flow: gpd �j
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: r' O
711
7.aq- a--z.