HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
.E- - / 24, SEWAGE PLAN REVIEW CHECKLIST
Location: AM /D6 LOT /2_ Date of Subdivision Approval
// 2c .
StreetZ� / f Zone of Contribution: In e Out
Village yort-- � Commercial Residential
Owner: /10(6.d 49frf-y
Installer x-74
Builder: Engineer ,,h/' %' /941 ?
77 S---- Z7,3 c"---
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) 1
4. Foundation 2 feet above high point of fronting road for new construction. ,.....----
5,
./5. Water availability letter from Water Department for new construction.
6. Benchmark indicated and shown-NGVI) 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.
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.
15. System not in top or subsoil or 5 foot removal. a
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 Bpd 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. f
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
30. Engineer and Land Surveyor stamp and signature. �/
31. H20 loadinT when system subject to vehicular traffic. /
32. Title V applicationt
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. 19_89 - Phosphorus one 300'. ,....,
Plan reviewed by: