HomeMy WebLinkAboutReview Checklist,
/-2 J7mss,
/ TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
r
Location: A.M. ( v Lot Zone of Contribution: In Out ,.----Atfeage
/41-icol Commercial: Residential:
Street: -3,§4e,x
Village: AV• Floor Plan: [/ #Bedrooms:
Owner: cht,G (i1427 Installer: 7
Address: Phone: i. / •I' 47.o' ' 7. '�'i 4, /
Phone:
Builder: Engineer: ,y 7%J1-u1 /-'f
Address: Phone: z� 1^ 4 y-3 7;
Phone: _/� / 4, ,-Z
�� /f 10;1
N/A YES NO
1.Required#of copies received
2. Date of soils exam and percolation test not older than 2 years L.,--"-
3.4-5
..--"-3.4-5 ft of naturally occurring pervious material, above water table L-----
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: ......------
5.
,/'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.: 3 v
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 7�
9.Leaching minimum 100 ft from wetlands Var.: ,�/ ,
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: t.-----"'.
11. Tank/leaching minimum 10 ft from property line Var.: 4 O' ,.....---
12. System meets all other setback requirements Var.:
13.Uses adjustment for maximum high groundwater Var.: Z, Z /.
14.Leaching set 4-5 ft above adj.water or bottom o hole Var.:
15. System not in top or subsoil(A,B horizons) 5 rremov
16.Proposed contours are suitable ‘,0•11 i},•/ s /t4 ,?/ji (t.:5_
17. System meets slope requirements-min. 1/8", 1/4"preferred
18. System meets breakout requirements PVC liner: *0 taball: t/
19. Specified tee sizes are proper, gas baffle on outlet tee (./
20. Sewage is under 10,000 gpd for parcel ,,....----
21.
/21.No garbage disposal ..-------
22.
/22. System adequately sized for its intended use v/
23.Minimum 6"stone or compacted below tank and dbox 1-----
24.
f24.Manhole covers within 6"of grade,pump chamber cover to grade t.---
25.
i25. Inspection port on plastic chambers/leach field ✓
26. Electrical permit for pump chamber/Separate meter for duplexes ‘...------
27.
�27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size l.------
28.
.128. Septic tank/pump chamber to be factory waterproofed 11------
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 ..`-----•
33.H-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee, installer signature - C /
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 6/03/03