HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM 7.5 LOT 2 `? Date of Subdivision Approval
Street 7D/ (i SrfC�`kn Zone of Contribution: In Out
Village t�yt�i�, . Gy7 Commercial Residential
Owner: 77‹* Installers . kriE9?
f3L b9 7c-
Builder: X"' Engineer 1 .7� (Q1/ -r
N/A YES NC
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 pe.rvious material. above water table(new construction)
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. Leachinu a minimum of 20 feet from house and 10 feet from deck.
10. Leaching a minimum of 100 feet from wetlands.
11. Leaching a minimum of 150 feet from drinking wells/25 feetfrom irrigation wells.
12. System meets all other setbackrequirements_
13. Uses adjustment for maximum hieh anoundwater..
14. Leachirm - f- -t above ad'ust• • water table Or bo . if s _ test •
15. System not in top or subsoil or 5 foot removal.
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.
20. Sewage flow under 10.000 gpd for parcel.
21. No garbage disposal_
22. System adequately sized for its intended use.
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.
27. Septic tank and pump chamber to be Factory waterproofed.
28. Vent provided if leaching below 3 feet or under driveway or parking.
29. Engineer to inspect and certify : a. clay removal
b. wall construction schedule
c. commercial system
10,3111ineer 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 Lo April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by: