HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
q, 6YO SEWAGE PLAN REVIEW CHECKLIST
Location: AM WC, LOT (k Date of Subdivision Approval
Street CO 7 /. _ins 4 Zone of Contribution: In Out
Village /r t t Commercial Residential
, t Owner: tce �� Installer piCii�
<Vs- S-'
Builder: Engineer /'h.) 0
N/A YES NO
1. Required number of copies received. �/
2. Date of soils exam and percolation test not older than 2 years. t/
3. 4 feet of naturally occurring pervious material, above water table(new constructions L...---
4. Foundation 2 feet above high point of fronting road for new construction.
5. Water availability letter from Water Department for new construction. i/
6. Benchmark indicated and shown - NGVD if near wetlands. L.---4--
7. BuiIding sewer does not exit center of house. ,- -
8. Septic tank a minimum of 10 feet from house and deck. L
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 wellsi25 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. L.
15. System not in top or subsoil or 5 fooj removes- ��
16. Proposed contours are suitable. l/
17. System meets slope requirements - min. 1/8", 1/4" preferred.
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. L/
19. Specified tee sizes are proper, gas baffle on outlet tee. r
20. Sewage flow under 10,000 gpd for parcel.
21. No garbage disposal.
22. System adequately sized for its intended use. -f
23. Minimum 6" stone or mechanically compacted below the tank and d-box. f
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 marking,
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. 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, j
35. Subdivided prior to April 7, 1989 - Phosphorus Zone 300'.
Plan reviewed by: