HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
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Location: AM .i LOT 74 Date of Subdivision Approval
Street S Zone of Contribution: In Out
j� Commercial Residential
Village C., ( i U,61��
Owner: 4 4 d Installer 771271
Builder: / Engineer i 44.a"(- )
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)
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. L/-
8. Septic tank a minimum of 10 feet from house and deck. 1./
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. �/ ie `
13. Uses adjustment for maximum high groundwater. �
14. Leaching 4 -5 feet above adjusted water table or bottoniof test pit. l
15. System not in top or subsoil or 5 foot removal. t.
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. )(Kit/
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. L------
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. .1
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
30. Engineer and Land Surveyor stamp and signature. `
31. H2O loading when system subject to vehicular traffic, N...---
2. Title V application and fee signed by a licensed installer. �/-
D3. Foundation footing 2 feet above ad usted 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:
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