HomeMy WebLinkAboutReview Checklist F TOWN OF YARMOUTH
6 7 Al?SEWAGE PLAN REVIEW CHECKLIST
1
Location: AM 7 LOT Date of Subdivision Approval
g 7F-d 5-/g-----
Street
Street / i /.57Z) ' Zone of Contribution: In ?C' Out
Village C c% .‘/ Commercial Residential
Owner: ��� ,1.(. Installer "6 d v
Builder: Engineer � __/ c (i i�
N/A YES NO
1. Required number of copies received. .
2. Date of soils exam and percolation test not older than 2 years. e//
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. ✓�/
8. Septic tank a minimum of 10 feet from house and deck. V
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. r/ y
12. System meets all other setback requirements. /V
13. Uses adjustment for maximum high groundwater. t/ /
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. V
15. System not in top or subsoil or 5 foot removal. /
16. Proposed contours are suitable. 1/
17. System meets slope requirements - min. 1/8". 1/4" preferred.
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 Clow under 10.000 gpd for parcel. ✓/
21`No garbage disposal. /
22.tSvstem adequately sized for its intended use. ✓/
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" lines 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. J
29. Engineer to inspect and certify : a. clay removal (.1)
b. wall construction schedule C//
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. / V33. Foundation footing 2 feet above adjusted water table. i/ .
34. Lot subdivided prior to July 31. 1986 - Nitrate Loading,
35. Subdivided prior to April 7, 1989 - Phosphorus ' one 300'.
Plan reviewed by: I