HomeMy WebLinkAboutReview Checkllist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. l'/V Lot c.3 8 Zone of Contribution: In Out_ Acreage/0, 0 0 C.
Commercial: Residential: L
Street: a 0 v L , N
Village: Floor Plan: #Bedrooms:
Owner: p N 40!t 5 Installer: L, ,N�
, S
Address:
Phone: 7 74' 3 ga- e o cj,
Phone:
Builder: Engineer: r'c.1 r }v c e r G r k- c
Address: Phone: 60V '-j 7 7 - 5-3/3
Phone:
N/A YES / NO
1. Required#of copies receivedVz
V
2. Date of soils exam and percolation test not older than 2 years
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.:
6. Benchmark indicated and shown-NGVD if near wetlands ; /
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.: 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.:
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", '4"preferred V,,/
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 '\
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field 1-'
26. Electrical permit for pump chamber/Separate meter for duplexes1.1..7/
27. Pump system-2"line,weep hole,check valve,tee in dbox,pump size
28. Septic tank/pump chamber to be factory waterproofed
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: x Y
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature �i
33.H-20 loading is subject to vehicular traffic, groundwater ��
34.Title V Application and permit fee, installer signature
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_ p �_.---' _ 6 01 01