HomeMy WebLinkAboutReview Checklist ' TOWN OF YARMOUTH
c� t SEWAGE PLAN REVIEW CHECKLIST
Location: AM 7c? LOT;27 C Date of Subdivision Approval
Street / C 7 c f'1
Zone of Contribution: In '7' Out
Village she . Commercial Residential ,0
Owner: ,o44ri S 4 Installer - ' ..S rp
?6 X755-
Builder: Engineer0-'
. 't'- 3f _
N/A YES NO
1. Required number of copies received. i
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 construction) ,Z
4. Foundation 2 feet above high point_of fronting road for new construction. ,�
5. Water availability letter from Water Department for new construction. it
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. ' v4' t--_ 1V;
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. i/
14•. Leaching 4 -5 feet above adjusted water table or bottom of test pit. L
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. t/
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum.
• 19. Specified tee sizes are proper. gas baffle on outlet tee. 1/
20. Sewage flow under 10.000 gpd for parcel. V/
21. No garbage disposal. V
'22. System adequately sized for its intended use. t�
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. t/
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 or parking.
29. Engineer to inspect and certify : a. clay removal
b. wall construction schedule V
c commercial system
30. Engineer and Land Surveyor stamp and signature.
31. H2O loading when system subject to vehicular traffic. L_/
32. Title V application and fee signed by a licensed installer. t/
• 33. Foundation footing feet above adjusted 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: