HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 89 Lot /g 9 Zone of Contribution: In Out //Acreage e24 L/5 7
Commercial: Residential: I/
Street: 1/5 0/ b owr, kvus-e.
Village: Floor Plan: '%�
#Bedrooms:
Owner: R j r Lr r�1. a......, rnct(a,$ Installer: aape, r 04 - -t
Address: Phone:
Phone:
Builder: Engineer: A-7/0,...5 i nye t pi...._ (3 pr-k5
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 L .
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.:
6.Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: /7/ f -
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.: V
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.: ,f
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", 1/4"preferred L..7-
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee ,,,/
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 w
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 e�
30. Buoyancy calculations for tank/pump chamber ✓
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 /
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 \t.2"
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: I. . /, _/ 6 03 03