Loading...
HomeMy WebLinkAboutReview Checklist --,-'-' '''-,!', ...t.,---4`, I a•(.,a2Z--) , 1 a c r T TOWN OF YARMOUTH I ; SEWAGE PLAN REVIEW CHECKLIST Location: AM 76 LOT/D'7 Date of Subdivision Approval Street _.> X/S /P) Zone of Contribution: In T. Out /1; Z Village O, Commercial Residential r---- Owner: p ce Lt. 144 Installer •7734 Builder: Engineer ba.fr-rit., N/A YES NO 1. Required number of co.ies received. ._ 2. -p a e •f .•' e„_. #_ -1� .1 t • _...n s.Y .• . . t . _ :.:_s.. �--- 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 • •m Water Department for new construction. 6. Benchmark indicated and shown-NGVD #...--1...„;,-- near wetland& 7. Building sewer does not exit center of house. L/ 8. Septic tank a minimum of 10 feet from house and deck. . _...--- 9. 9. Leaching a minimum of 20 feet from house and 10 feet from deck. ,....------ 0. Lei C. ' . II1I_._!_! _I1 0 Li _ lie II. --t % . • �. 11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. 12. System meets all other setback requirements. ......----- 13. 13. Uses adjustment for maximum-high groundwater. ......----- 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. L/ L./.16. Proposed contourare suitable. 4._....----"" .17. System meets slope requirements-min 1/8"._1/4" preferred. c./ 18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. L...----- 19. Specified tee sizes are proper. gas baffle on outlet tee. ,ice 20. Sewage flow under 10,000 gpd for parcel 21. No garbage dis co as 1. 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. ...----- 26. 126. 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 ..---- b. wall construction schedule -.--- c. commercial system 4/ ,.. s30. Engineer and Land Surveyor stamp and signature. 1. H I l.ad' wh-n to - t ub'- to v-hicul. t . i 32 Title V32 Title V application and fee signed�a licensedinstallerand fee signed�a licensedinstaller ..------ 33. Foundation footing.2 feet above adjusted water table. 34. Lot subdivided prior to July 31. 1986 - Nitrate Loading, 35. Subdivided prior co April 7, 1989 - Phosphorus Zone 300' .-./ Plan reviewed by: