HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 35 Lot C, Zone of Contribution: In Out_✓Acreage�14� i-
Commercial: Residential:
Street: t-i5 Hecc{,t,uct� 5 Pc,u-e
Village: Floor Plan: ✓ #Bedrooms: 3
Owner: Lem 4--Vt c_t t.r,c.,. , F-,,;. S ---f" Installer: '10 0 e.r -t- ! ) 00✓ (
Address:t S- l'.va.,,,,.o of I2cI, i-t-a.,ti.; ci.,.. Phone: (Spcs) `-l'l 1 - Sb-7'7
Phone:
Builder: Engineer: a---c,„Ev vvQAt-vt v
Address: Phone: (Sa S) 3 -0 3-1-)--)
Phone:
N/A YES NO
1.Required#of copies received V
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 V.
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 f
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.: / f
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.: 3),1 /13.Uses adjustment for maximum high groundwater Var.: I �/
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: V
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 Ni
18. System meets breakout requirements PVC liner: Wall: -17
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel 7
21.No garbage disposal ‘.7,-
22.
f
22. System adequately sized for its intended use �/
23.Minimum 6"stone or compacted below tank and dbox 7
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 i
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size 7
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking 1
30.Buoyancy calculations for tank/pump chamber .7
31.Engineer to inspect and certify soils: wall: commercial: 7
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature / 7
33.H-20 loading is subject to vehicular traffic,groundwater ✓
34.Title V Application and permit fee,installer signature 1-
35.
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 groundwater in Assessor's Map
Plan reviewed by: !'nr-zi. in)!41Yhkr 2/lJ/ dL 6o;oa