HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. i Z1-- Lot I Z-1> Zone of Contribution: In Out )( Acreage 16, T7 I t
Commercial: t�- Residential:
Street: ( L I 12-cre.rm 4. ok. oFr-1
Village: 'Qa,LR-- Floor Plan: ✓ #Bedrooms: e f x L
Owner: /G I 41-(47•-, ST A-5se e , Installer: v i 1.'1_25
Address: Phone:
Phone:
Builder: Engineer: S H -/
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 V
3.4-5 ft of naturally occurring pervious material,above water table „i
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: k/ _
5. Water line 10 ft from septic components Var.: V
6.Benchmark indicated and shown-NGVD if near wetlands .7-
7.
/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.: 7
11.Tank/leaching minimum 10 ft from property line Var.: /
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)of emovap /
16.Proposed contours are suitable .7
17. System meets slope requirements-min. 1/8", '4"preferred
18. System meets breakout requirements PVC liner: Wall: /
19. Specified tee sizes are proper, gas baffle on outlet tee I
20. Sewage is under 10,000 gpd for parcel /
21.No garbage disposal /
22. System adequately sized for its intended use 1
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 V
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 ,/
30. Buoyancy calculations for tank/pump chamber J
31. Engineer to inspect and certify soils: wall: commercial: V X
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 /
37.Check area lots for groundwater/Label i oundwater in Assessor's Map
Plan reviewed by: •y& Z 1 2v2- Z !,l
6 03 01