HomeMy WebLinkAboutReview Checklist 'T
TOWN OF YARMOUTH
I Z SEWAGE PLAN REVIEW CHECKLIST
Location: AlV1 53 LOT 4.-7a V Date of Subdivision Approval
- Street 7/ /- ei 7 " t:' '�2./ M Zone of Contribution: In Out '''
Village S . 7`x4 f172.-r Commercial Residential ('-
Owner: a2‘ fl Installer (2-
Y,C
_ -77 s - -7c1Z)
Builder: Engineer ,-- ��pi/ 6iz);
N/A YES NO
1. Required number of copies received. `tz9
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. ?o
5. Water availability letter from Water Department for new construction. b
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.
10. Leaching a minimum of 100 feet from wetlands. Y
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. X
12. System meets all other setback requirements.
5
13. Uses adjustment for maximum high groundwater.
1 f !-�intt d c feet above adiusted water table or bottom of test pit.
1 :: , ,. ;p or subsoil or 5 foot removal.
16. Proposed contours are suitable. X ,
17. System meets slope requirements - min. 1/8", 1/4" preferred. >C
'8. System meets breakout requirements- peastone elevation carried out 15 feet minimum. X.
1-9. Specified tee sizes are proper, gas baffle on outlet tee.
20. Sewage flow under 10.000 epd for parcel. k7
1 \To : .:3- : 17^,7al.
22. System adequately sized for its intended use. X
23. Minimum 6" stone or mechanically compacted below the tank and d-box. X
24. Manhole covers within 6" of grade - septic tank and pump chamber. >=
25. Electrical hermit for pump chamber.
26. Pump system - 2" line. weep hole. check valve, sanitary in d-box. alarm on separate circuit.�e
27. Septic tank and pump chamber to be Factory waterproofed. ,
28. Vent provided if leaching below 3 feet or under driveway or parking. lc
29. Engineer to inspect and certify : a. clay removal 1°
b. wall construction schedule
c. commercial system
30. Engineer and Land Surveyor stamp and signature. >
31 . H2O loading when system subject to vehicular traffic. ?0
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. X'
35. Subdivided prior io April 7_1989 - Phosphorus Zone 300'.
Plan reviewed by: