HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 7 Lot Zone of Contribution: In Out i Acreage
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Village:
�/�� Commercial: Residential:
Street: 55 21-)41e_. V q(J� Ai/- /
Village: (.t�s.1- y-� Floor Plan: ✓ #Bedrooms: >
Owner ' "a / ' QGY/i 5 Po;S Installer: Q if e EX C q tri 4,6 n
Address: Phone: 5'i9- 4,7 7 6)6 S3
Phone: .
Builder: Engineer: Doce, % _ � � € /n -
Address: Phone: �.
Phone:
N/A YES/ NO
1.Required#of copies received p/
2.Date of soils exam and percolation test not older than 2 years 7//p/j? ��r f2n
3.4-5 ft of naturally occurring pervious material,above water table 5'j F't
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5.Water line 10 ft from septic components Var.: C tach•./ 6�? _ � 0 i y‘Icjeve
6.Benchmark indicated and shown-NGVD if near wetlands i I
7. Septic tank minimum 10 ft from foundation, deck Var.: lS 1OA
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: Ve.lbi t,0.6:1
9.Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: I
11.Tank/leaching minimum 10 ft from property line Var.: _51 .'1`
12.System meets all other setback requirements Var.: - /
13.Uses adjustment for maximum high groundwater Var.: Wo w,o1i.o_ �'' ✓
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: S. '
15. System not in top or subsoil(A,B horizons)or 5'removal C. H642207 U,
16.Proposed contours are suitable V
17. System meets slope requirements-min. 1/8", 1/4"preferred /
18. System meets breakout requirements PVC liner: Wall: V
19. Specified tee sizes are proper, gas baffle on outlet tee >
20. Sewage is under 10,000 gpd for parcel y 6 Gra.D L
21.No garbage disposal 17
22. System adequately sized for its intended use V
23.Minimum 6"stone or compacted below tank and dbox f/
24.Manhole covers within 6"of grade,pump chamber cover to grade 1.7
25.Inspection port on plastic chambers/leach field 1
26.Electrical permit for pump chamber/Separate meter for duplexes ,/
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size 17
28. Septic tank/pump chamber to be factory waterproofed 1/'
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: V
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 .✓
35.Foundation footing min. 2 feet above adjusted ground water for new house V
36.Deed Restriction required max. #bedrooms: max. flow: gpd_
37. Check area lots for groundwater/Label groundwater in Assessor's Map ✓
Plan reviewed by: 411 ( 11°1 6/03/03