HomeMy WebLinkAboutReview Checkist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3 7 Lot 77 Zone of Contribution: In Out Acreage '7/S o o
� ! I Commercial: �--- Residential: L-
Street: (j O Deis i to -- H v-e ----
Village: Floor Plan: #Bedrooms:
Owner: C F-q .C 4 C v.Q J- Installer: 1� I C.
Address: _ Phone:
Phone:
Builder: Engineer: c ' o --
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
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.: j ,.--
5. Water line 10 ft from septic components Var.: .4---' -_
6. Benchmark indicated and shown-NGVD if near wetlands v
7. Septic tank minimum 10 ft from foundation, deck Var.: 1 c-- -
8.Leaching minimumt ft full, crawl, 10 ft slab Var.: ! '-2 ii a.Fr dI' _
9. Leaching minimum 100 ft from wetlands Var.: P/•
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.: C-
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. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", '/4"preferred
_18. System meets breakout requirements PVC liner: 'Wall: 1 -
19. Specified tee sizes are proper, gas baffle on outlet tee �"
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal V
22. System adequately sized for its intended use f
23.Minimum 6"stone or compacted below tank and dbox /
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
27.Pump system-2"line,weep hole,check valve, tee in dbox,pump size
28. Septic tank/pump chamber to be factory waterproofed V
29. Vent provided if leaching below 3 feet,under driveway/parking , c +
30. Buoyancy calculations for tank/pump chamber L,---*
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic,groundwater 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. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map /-
Plan reviewed by: (�,.. e C-A -- 6 o:o:
I ' // - .d 3