HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM ¢ LOT /1 Date of Subdivision Approval
Street /(�,( / � 9-rrr�4 Zone of Contribution: In Out
Village X a Commercial Residential,
Owner: S4t47/4/ 7 AtG ,7h 9L Installer 76742
Builder: Th2-ee/ �' i Engineer � Ot �/ J/i
PD ,,)/ 7- / ��c% - if'd ' V ti o2bV
Tk-4) 43- CI SbF- Pt‘--- . (1
F�t1` d.:hcm I/lk1Lt. '. `( :di_. 9.,;;,‘ p2i.c V&vt: C r 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. i_�
5. Water availability letter from Water Department for new construction. "A.,t ;'
6. Benchmark indicated and shown-NGVD if near wetlands.
7. Building sewer does not exit center of house. i/
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.
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. Leac ' g 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. L
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. t..-
19. Specified tee sizes are proper, gas baffle on outlet tee. t,/
20. Sewage flow under 10.000 apd for parcel. ,
21. No garbage disposal.
22. System adequately sized for its intended use. L/
23. Minimum 6" stone or mechanical1v 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 Pumpystem- 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
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 to April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by:
4 ,9e
'91/6 vfr7q°77. k.J7(1
0-742-49/77'1 i16`i-K/7