HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. /b ' Lot 6. . Zone of Contribution: In Out_ Acreage /.Soo 0 5 F "t-
Commercial:
Commercial: Residential:
Street: 2 P A-c.r b c---
Village: So v7-14 Floor Plan: #Bedrooms: 4t
Owner: .1- /"K-.5',1-4-4-c_ Installer: 4-L1__ C A PC
Address: Phone:
Phone:
Builder: Engineer: 4 4-4- e AL
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-hof naturally occurring pervious material, / N./
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: ✓
5.Water line 10 ft from septic components Var.: ,7
6.Benchmark indicated and shown-NGVD if near wetlands -- /
7. Septic tank minimum 10 ft from foundation,deck Var.: e- t g-r-
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: V
9.Leaching minimum 100 ft from wetlands Var.: V
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V
11.Tank/leaching minimum 10 ft from property line Var.: V
12. System meets all other setback requirements Var.: Nez-
13.Uses adjustment for maximum high groundwater Var.: V
14. Leachin: set 4-5 ft above adj. water or bottom of test hole Var.:
15. Syste., no in to or subsoil(A,B horizons)or 5'removal ,j
16.Propose. contours are suitable
17. System meets slope requirements-min. 1/8", 1/,"preferred ,/
18. System meets breakout requirements PVC liner: ✓ Wall: I �/
19. Specified tee sizes are proper, gas baffle on outlet tee 7
20. Sewage is under 10,000 gpd for parcel V
21.No garbage disposal 1
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox 1 i/
24. Manhole covers within 6"of grade,pump chamber cover to grade V/
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
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 1
34.Title V Application and permit fee, installer signature / 1
35.Foundation footing min.2 feet above adjusted ground water for new house V/
36.Deed Restriction required max. #bedrooms: max. flow: gpd V
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: 3'Z-,202Z_ 6 03 03