HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
6/ .,,�f2___SEWAGE PLAN REVIEW CHECKLIST
Location: AM 7f LOT/D7 Date of Subdivision Approval
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Street_.2.• -f. 00972id-14Z.4...i Zone of Contribution: In Out pVillage S , li4✓ Commercial Residential Y"
Owner: Installer -%off ��L
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Builder: Engineer ��1.-
3?,P- 39'
N/A Y".,NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years. i.,
3. 4 feet of naturally occurring pervious material, above water table(new construction) L./
4. Foundation 2 feet above high point of fronting road for new construction. ..V
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. y
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. ,
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.
1,19. Specified tee sizes are proper gas baffle on outlet tee.
20. Sewage flow under 10.000 � for parcel. v/
21. No garbage disposal. ,� /
22. System adequately sized for its intended use. ✓
23. Minimum 6" stone or mechanically compacted below the lank and d-box.
24. Manhole covers within 6" of grade - septic tank and pump chamber. .,�
25. Electrical permit for pump chamber. ;i/
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box. alarm on separate circuit. ✓
27. Septic tank andpump 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 1/ /
30. Engineer and Land Surveyor stamp and signature.
31. H2O loading when system subject to vehicular traffic. 1J
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 Loadings /
35. Subdivided prior co April 7. 1989 - Phosphorus Zon 300'. V
Plan reviewed by: