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HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH 4/5 SEWAGE PLAN REVIEW CHECKLIST Location: AM '33 LOT 73 Date of Subdivision Approval Street cf:D 7 / # -28 Zone of Contribution: In Out_ ____ Village Si" . G�Aysiv?* Commercial Residential Owner: Akeirt /P`C Installers Builder: Engineer A w--4' 7f�/iltiv-: 36 Z - S4 N/A YES NO 1_Required number of copies received. .iv 2. Date of soils exam and percolation test not older than 2 years. r/' 3. 4 feet of naturally occurring peevious material. above water table(new construction) 1.---- 4. 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. B ' .in. -w- de - •telt - -r . I. _.. 8. Septic tank a minimum of 10 feet from house and deck. ‘1.. --- 9. Leaching a minimum of 20 feet from house and 10 feet from deck. 1/ 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 - •uirements. tom' . a i f. L..U U n t. i L it u idwater 14. Leaching 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. 1/- 18. 18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. ../" 19 specified tee sizes are roper gas bale on outlet tee i/ 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. t/- 25. /25. Electrical permit for pump chamber. • 26. Pump system-2" line. weep hole. check valve. sanitary in d-box. alarm on separate circuit. L./-:,,/ 27. Septic tank and pump chamber to be Factory waterproofed. v� 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 I . 30. Eng; eer and Land Surveyor stamp and signature. t. 31. H2O loading when system subject to vehicular traffic. c/ 32. Title V application and fee signed by a licensed installer. 33. Foundation footing 2 feet above adjusted water table. c_ 4. of ubd"vided .nor a Jul 31 9:6 - itr.te L. . .* • 35. Subdivided prior to April 7. 1989 - Phosphorus Zone 300'. Plan reviewed by: 0