HomeMy WebLinkAboutReView Checklist TOWN OF YARMOUTH
21 '' 1 2 SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. I Z 4 Lot 118 Zone of Contribution: In Out /Acreage tt:3` 4)'F
Commercial: Residential: ke-
Street: 19 P -4 P fk"4-- �`t�
Village: `i'.lc71} P� Floor Plan: b. #Bedrooms: 3
Owner:I JI'k At I U *_/CJ v'b A c eTa u Installer: "V-5 c.
Address: Phone: SPEt. 4'11 5-11
Phone: Q i i S7ci e>12-8
Builder: Engineer: %.,1-C = tb.) =e==4..0 Cr q
Address: Phone: 62) 23 7 03/1
Phone:
N/A YES NO
1.Required#of copies received v/
2. Date of soils exam and percolation test not older than 2 years r,/
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.: 1/
5. Water line 10 ft from septic components Var.: a/
6. Benchmark indicated and shown-NGVD if near wetlands i/
7. Septic tank minimum 10 ft from foundation, deck Var.: &XI 457
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: V
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.: V
13. Uses adjustment for maximum high groundwater Var.: V
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 ,i/
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 i
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 V
25. Inspection port on plastic chambers/leach field r/
'26. Electrical permit for pump chamber/Separate meter for duplexes /
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size
,28. Septic tank/pump chamber to be factory waterproofed ,/i
29. Vent provided if leaching below 3 feet,under driveway/parking I
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify soils: wall: commercial: t/
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic, groundwater I
34.Title V Application and permit fee,installer signature ` /
35.Foundation footing min. 2 feet above adjusted ground water for new house J /
36. Deed Restriction required max. #bedrooms: max. flow: 332 gpd /
37. Check area lots for groundwater/Label groundwater in Assessor's Map ✓
Plan reviewed by: a 71'S1.--) A-. t' . 6/03/03
/N