HomeMy WebLinkAboutReview Checklist 7
TOWN OF YARMOUTH
S2. 41 SEWAGE PLAN REVIEW CHECKLIST
Location: AM 2 LOT 6 Jac Date of Subdivision Approval
1 Street / �rJN'V"�" Zone of Contribution: In Out So
Village �' • Commercial Residentialciefrt-,4-zor.-- ?,
Q)wner: / a 4 d P47(74- Installer 7 6A
Builder: Engineer ett/t.".4(2447
F --2/77
N/A YES NO
1. Required number of copies received. L.-------
2.
.----'2. Date of soils exam and percolation test not older than 2 years.. 1_....----.
4f- -to IA td •c i_t. •-tis __ to. - r'._ . .1•v- , - t..l- i -wc•i t '•o
4. Foundation 2 feet abovehigh point of fronting road for new construction. (......----
5.
./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 W feet from house and deck. ✓'
9. Leaching a minimum of 20 feet from house and 10 feet from deck.
10. Leaching a minimum of 100t from wetlands.
11. Leaching a minimum of 159 feet from drinking wells/25 feet fromirrigation wells. ,....-----
12. System meets all other setbackments. , '
13. Uses adjustment for maximum h g /
groundwater.
14. Leaching 4 -5 feet above ad_Y,... .(4. . - .r bottom of test pit.
15. System not in top or subsoi o 5 foot remaacal! L/--
16. Propose. contours are suitable. ✓---
17. System meets slope requirements- min, 1/8". 1/4" preferred._ ...i'
VY - i! !!- - 9 -
c, • _ a _ _ -9! / •. . • $ - - - . • ! • vv'- • S ii II I.U _11 4...------
19.
!19. Specified tee sizes are prover, gas baffle on outlet teeL.----
20. Sewage flow under 10.000 gpd for parcel.
21. No garbage disposal. .-�
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. f
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 waterroofed. ✓
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 L--
e. commercial system
30. Engineer and Land Surveyor stamp and signature. tj
31. H2O loading when system subject to vehicular traffic. ��'
32. Title V appl cation and feesigned by a licensed installer.
33. Foundation footing 2 feet above adiusted water table.
4. . .•'vi• - • .M s • ' : • - Nit . - • : .'1 ' C-/
35. Subdivided prior o April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by: