HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 70 Lot 2- (0 Zone of Contribution: In Out I/Acreage
Commercial: Residential:
Street: /G S /1/c eci c /Wq r,) ,S7 3
Village: xtaf V�5i,.,.yl. c__,..)Floor Plan: #Bedrooms:
s
Owner: y�<;�,c.., .-,p,2t-- ISS' Installer: ( `,
Address: AinE' 7 . s----z Phone:
Phone:
Builder: Engineer: .M 0`fE', Iv
Address: �..y,..� -�''' Phone: g 9 _ it G/
Phone:
_ N/A YES NO
1.Required#of copies received C..
2.Date of soils exam and percolation test not older than 2 years al 2 ///! I,
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.:
5.Water line 10 ft from septic components Var.: V
6.Benchmark indicated and shown-NGVD if near wetlands _ V
7. Septic tank minimum 10 ft from foundation, deck Var.: V /7.a P
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: t, •Ve.4./5"
9.Leaching minimum 100 ft from wetlands Var.: ✓ y
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: j/
11.Tank/leaching minimum 10 ft from property line Var.: L/ 26.21)'
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.: V /9t1
15.System not in top or subsoil(A,B horizons)or 5'removal Per c 6 ✓ _
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", IA"preferred f .ye.-
18. System meets breakout requirements PVC liner: Wall: /
19. Specified tee sizes are proper, gas baffle on outlet tee 1/
20. Sewage is under 10,000 gpd for parcel 1/
21.No garbage disposal V
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 /
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 J
28. Septic tank/pump chamber to be factory waterproofed ✓
29.Vent provided if leaching below 3 feet,under driveway/parking V 0
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 L Vc, 6-) 17
34.Title V Application and permit fee,installer signature / n
35.Foundation footing min.2 feet above adjusted ground water for new house V 476
36.Deed Restriction required max. #bedrooms: max.flow: gpd ✓
37.Check area lots for groundwaat�er//Label/groundwater in Assessor's Map J le-
Plan reviewed by: i 4, /I vi,,/ / 669"/ 6/03/03