HomeMy WebLinkAboutReview Checklist •
TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM ,54 LOT. /7-4-1 Date of Subdivision Apprd'
Street / CV-61"u T (Ofa d Zone of Contributions Iii Out
Village X - (idl/t /('[TVFk Commercial_ i' Residential
Owner: �(4✓i( t'/ TcpU`t// Installer /��: . ft C.
Builder: Engineer - id k(l 6.0LV
/ -77 - Zvi/
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. X
5. Water availability letter from Water Department for new construction. �{
6. Benchmark indicated and shown- NGVD if near wetlands. 7<;
7. Building sewer does not exit center of house. k
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. X
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. , „4,L)464-,„t„4 '
i�'7 '`
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. ' r ' i,ci ,: bt�C
15. System not in top or subsoil or 5 foot removal. a,- dvurL.‘'',- l
16. Proposed contours are suitable. X
17. System meets slope requirements - min. 1/8". 1/4" preferred. X
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. X
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. Vit,
27. Septic tank and pump chamber to be Factory waterproofed. x`
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.
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 co April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by: