HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM /4'b LOT T/ Date of Subdivision Ap.royal A
he
/I
Street //Z .2, ---6/ Zone of Contribution: I Out
Village \r/2 � Commercial ' Residential
Owner: �, / V ---S /4.-,i Installer s
Builder: Engineer , ',"741A.7 -)/57- 7'.&-." .��l�/',Z
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.
5. Water availability letter from Water Department for new construction.
6. Benchmark indicated and shown-NGVD if near wetlands. X
7. Building sewer does not exit center of house. AC
8. Septic tank a minimum of 10 feet from house and deck. 'X
9. Leaching a minimum of 20 feet from house and 10 fee 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. S tern meets .11 other etb. k re_uire -nt . " ,.�` Lr .- mac_:. . .( \
13. Uses adjustment for maximum high groundwater.
14. Leachin• 4 -5 feet above ad'usted wa er table or bottom of test 'it.
15. System not in top or subsoil or 5 foot removal. i h, �6 2<-
16. Proposed contours are suitable. )c
17. System meets slope requirements - min. 1/8". 1/4" preferred.
. 18. System meets breakout requirements - peastone elevation carried out 15 feet minimum. x
19. Specified tee sizes are proper. gas baffle on outlet tee. X-
20. Sewage flow under 10.000 gpd for parcel. K
21. No garbage disposal. X
22. System 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. SC 2(
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 X
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. X`
33. Foundation tooting 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: ,
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