HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
` " SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 2c Lot-2..- / Zone of Contribution: In Out Acreage
C/ Commercial: Residential: _-
Street: Ade 4,2../e'fri l z
Village: � Y"frtL Floor Plan: t/ . #Bedrooms:
Owner: , Gla U-a:eZb ee Installer: /ie. 4/' £t
Address: Phone: ,52Y--. le-4•-• /G C---->o
Phone: - bp.A-c= gl/$
Builder: Engineer: 5.S 4e/tar r e • f�
Address: Phone: �'�--,,� - .' -
Phone: , 4 - / j. Ag"""i'''
G
/A YES NO _
1.Required#of copies received
2. Date of soils exam and percolation test not older than 2 years L____1
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 1...----"
7. Septic tank minimum 10 ft from foundation, deck Var.: L-----
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: t._---•
9.Leaching minimum 100 ft from wetlands Var.: �----
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.: �/) k-
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.: / dr t_.--
15.
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", 'A"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 1/4-___-
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 1/4----
25.Inspection port on plastic chambers/leach field 1/4._.--
26.
._..26. Electrical permit for pump chamber/Separate meter for duplexes 1/4.___
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size 1/4.....----
28. Septic tank/pump chamber to be factory waterproofed 1/4...........-
29.
s29.Vent provided if leaching below 3 feet,under driveway/parking 1/4....---
30.
-30.Buoyancy calculations for tank/pump chamber 1/4.___--•
31.Engineer to inspect and certify soils: wall: commercial:
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature 1/4.._.�
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 „®J- _
36.Deed Restriction required max. #bedrooms: max. flow: gpd - '
37. Check area lots for groundwater/Label groundwater in Assessor's Map '--
Plan reviewed by: ( 6/03/03