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HomeMy WebLinkAboutReview Checklist & Correspondence TOWN OF YARMOUTH SEWAGE PLAN REVIEW CHECKLIST Location: A.M. 1 (D Lot 2-31-i Zone of Contribution: In /Out_ Acreage 11,150 S`1 ,f-t- Commercial: Residential: V Street: t 'I'Y1 c, cA hoojre , (- Aye_,-4 Village: LA) 'r 1.4„,, I'Y�Out,,,, Floor Plan: U #Bedrooms: 3 Owner: 1`}CUri,c,i Et()[1(kyle Installer: 0 U i vt E>< vc. h o y., i Address: i?I-7 Wl7, Esti'�e.e " Phone: L -i) �5"Z ©Dci Phone: CS-Li.0_,) qtt s-Sell`9 Builder: Engineer: A4.e- e vi,‘„,s i i vl Address: Phone: (5-DO (.D 0 - 33 11 Phone: N/A YES NO 1.Required#of copies received '1/4Z- 2. 2.Date of soils exam and percolation test not older than 2 years 3.4-5 ft of naturally occurring pervious material,above water table 4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: / 5.Water line 10 ft from septic components Var.: / 6.Benchmark indicated and shown-NGVD if near wetlands ✓ 7. Septic tank minimum 10 ft from foundation,deck Var.: 7 ✓ Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I Leaching minimum 100 ft from wetlands Var.: Z 1 10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V 11.Tank/leaching minimum 10 ft from property line Var.: 12. System meets all other setback requirements Var.: 13.Uses adjustment for maximum high groundwater Var.: 14.Leaching set 4-5 ft above adj. water or bottom of test hole Var.: 7 15. System not in top or subsoil(A,B horizo or 'renid ✓ 16.Proposed contours are suitable 17. System meets slope requirements-min. 1/8", 1/"preferred „/, 18. System meets breakout requirements PVC liner: Wall: 19. Specified tee sizes are proper, gas baffle on outlet tee 20. Sewage is under 10,000 gpd for parcel /� 21.No garbage disposal 22. System adequately sized for its intended use �1,, / 23.Minimum 6"stone or compacted below tank and dbox 'N."! 24. Manhole covers within 6"of grade,pump chamber cover to grade 25. Inspection port on plastic chambers/leach field 26. Electrical permit for pump chamber/Separate meter for duplexes 27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size 28. Septic tank/pump chamber to be factory waterproofed 29.Vent provided if leaching below 3 feet,under driveway/parking f 30.Buoyancy calculations for tank/pump chamber 31. Engineer to inspect and certify soils: wall: commercial: 32. Engineer/Registered Sanitarian ann,Lgnd Surveyo�stamps/signaturef V K 33.H-20 loading is subject to vehicular traffic,groundwater 34.Title V Application and permit fee,installer signature ✓! N 35.Foundation footing min. 2 feet above adjusted ground water for new house ✓V 36.Deed Restriction required max. #bedrooms: max. flow: gpd / 37. Check area lots for groundwater/Label groundwater in Assessor's Map �/ Plan reviewed by:__ -i''h e\.e--- LAD l Yvt..vv�1n..-- 6 03 03 `-0- ic- 3) I q Zo2z Haas, Steve From: Wimmer,Anna Sent: Tuesday, March 8, 2022 2:34 PM To: Meyerandsonstitle5@gmail.com Cc: Haas, Steve Subject: 8 McNamara Avenue Hi Darren, I have reviewed the septic plan for the above address, and the following revisions are required for approval: 1. Please provide a plan reference, or have a PLS sta�p the plans; 2. Label the house PROPOSED or EXISTING; 3. Label the proposed tank and SAS, along with inverts on the plan; ✓ 4. Provide the distance between the tank and house; ✓ 5. Show& Label the 5' strip out; IV 6. Label the wetland setback; 7. There is a ghost line similar to the waterline about 10'NE of the existing water service. Either Label or remove if it isn't meant to be there; 8. Variance request#3 should be a 20' variance. The proposed SES is 80' from the edge of wetland; and 9. Label the catchbasin or add the symbol to the legend, and describe the type of drainage since it is less than 50' ✓ away from the SAS. Thank you, Anna Wimmer 1