HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. /OS Lot S. 1 Zone of Contribution: In Out_ Acreage I?0
Commercial: ,/ Residential:
Street: '2:7,-1- P v`.e_S .e e • t- w
Village: ,p ar..e -k 6 L,ryt,� Floor Plan: #Beelreetns: ►SS-L1 CPC_
Owner: � Co a \SI 1LvvcA5 C;QUful,pstaller: R.0 e�--E- M. C)L)r (T -
Address: C J-1 (,.3 i 11oLA)Stec.„ +t-fr0,- ,,1- Phone: (Sam 1---12 • Os- v
Phone: CS-o-2:0 3t.o7 - N- Z-2 rt-
Builder: Engineer: ►Nvl, --1-- „-, 00. eact y
Address: Phone: (Svc ---7--I 1 - -15-0.2
Phone:
N/A YES NO
1.Required#of copies received /
2.Date of soils exam and percolation test not older than 2 years V
1 3.4-5 ft of naturally occurring pervious material,above water table ,/
r��- 4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: ,�
5.Water line 10 ft from septic components Var.: N/
6.Benchmark indicated and shown-NGVD if near wetlands ,/
7. Septic tank minimum 10 ft from foundation, deck Var.: V/
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: l
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: ,/
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)or 5'removal /
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", %"preferred ,/
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 V
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 f
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 J ,
33.H-20 loading is subject to vehicular traffic,groundwater V
34.Title V Application and.permit fee,installer signature
35.Foundation footing min. 2 feet above adjusted ground water for new house I
36.Deed Restriction required max. #bedrooms: max. flow: gpd
3,,Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: 4-11 vie, LA )/ry)`vLe,K 6 03 03
Y3CD1J N()i E Ti-0-1" -11-1-I Er. I,,:
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