HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
C ' b1:00 SEWAGE PLAN REVIEW CHECKLIST
Location: AM 5c< LOT /6 e) Date of Subdivision Approval
Street o2/ # GC /M I Zone of Contribution: In Out
t
Village �£ /24'l Commercial Residential
Owner: h.i.Gd 6€% Installer 776/9-
Builder: Engineer aN7 Ca4ieela.,e
77c- 9'7&6
N/A YES NO
1. Required number of copies received. ,/
2. Date of soils exam and percolation test not older than 2 years.
3. 4 feet of naturally occurring pervious material, above water table(new construction) LZ
4. Foundation 2 feet above high point of fronting road for new construction. ,
5. Water availability letter from Water Department for new construction.
6. Benchmark indicated and shown- NGVD if near wetlands.
7. Building sewer does not exit center of house.
8. Septic tank a minimum of 10 feet from house and deck.
9. Leaching a minimum of 20 feet from house and 10 feet from deck. f
10. Leaching a minimum of 100 feet from wetlands.
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells.
12. System meets all other setback requirements. ,/
13. Uses adjustment for maximum high groundwater.
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. t .
15. System not in top or subsoil or 5 foot removal. 1/
16. Proposed contours are suitable.
17. System meets slope requirements - min. 1/8", 1/4" preferred. (/
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. / /
19. Specified tee sizes are proper. gas baffle on outlet tee. L� _
20. Sewage flow under 10,000 gpd for parcel. ;�
21. No garbage disposal. ,/
22. System adequately sized for its intended use. a_/
23. Minimum 6" stone or mechanically compacted below the tank and d-box. ,/
24. Manhole covers within 6" of grade - septic tank and pump chamber. ✓"
25. Electrical permit for pump chamber.
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box, alarm on separate circuit.
7. Se tic tank and um chamber t be Factory wate f d ✓
28. Vent provided i leaching below 3 feet or under driveway or parking.
29. Engineer to inspect and certify : a, clay removal i'
b. wall construction schedule J
c. commercial system
30. Engineer and Land Surveyor stamp and signature.
31. H2O loading when system subject to vehicular traffic.
32. Title V application and fee signed by a licensed installer.
33. Foundation footing 2 feet above adjusted water table.
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading.
35. Subdivided prior to April_7, 1989 - Phosphorus Zone 300'.
Plan reviewed by: 6.9A... J