HomeMy WebLinkAboutReview Checklist & Correspondence TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST k
Location: A.M. Lot Zone of Contribution: In Out / 'Acreage
Street: 2Z2 Pfuni keh it tk)Vt t� Dr Commercial: Residential: ,�
Village: Floor Plan: #Bedrooms:if S4' I @ LI,
4,,,,,,,../,,„
Owner: Installer: �i l C__.
Address: Phone:
Phone:
Builder: Engineer: /(V.L
Address: Phone:
Phone:
N/A YES / NO
1.Required#of copies received t.
2.Date of soils exam and percolation test not older than 2 years V
3.4-5 ft of naturally occurring pervious material, above water table r/
. 4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: V.--
5.
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.: 1/
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9.Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 1/-
11.Tank/leaching minimum 10 ft from property line Var.: ✓
12. System meets all other setback requirements Var.: f
13.Uses adjustment for maximum high groundwater Var.: ✓
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: ✓
15. System not in top or subsoil(A,B horizons)or 5' removal
16.Proposed contours are suitable ✓
17. System meets slope requirements-min. 1/8", %"preferred
18. System meets breakout requirements PVC liner: Wall: ,/
19. Specified tee sizes are proper, gas baffle on outlet tee i/-
20.
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal
22. System adequately sized for its intended use �✓
23.Minimum 6"stone or compacted below tank and dbox
24. Manhole covers within 6"of grade,pump chamber cover to grade
Inspection port on plastic chambers/leach field
26 lectrical permit for pump chamber/Separate meter for duplexes K
27. Pump system-2"line,weep hole,check valve,tee in dbox,pump size t
28. Septic tank/pump chamber to be factory waterproofed
• Vent provided if leaching below 3 feet,under u 1C
driveway/park'n c/
0:uoyancy calculations for tank/pump chamber yl l /
. Engineer to inspect and certify soils: wall: ✓commercial: ✓/
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature ✓
33. H-20 loading is subject to vehicular traffic, groundwater V
34. Title V Application and permit fee, installer signature /
35. Foundation footing min. 2 feet above adjusted ground water for new house ✓f
36. Deed Restriction required max. #bedrooms: max. flow: gpd ,/ /
37. Check area lots for groundwater/Label . nd at; ' Assessor's Map
Plan reviewed by: f 6/03/03
Langler, Mallory
From: Mike Aucoin <allcapeseptic@gmail.com>
Sent: Wednesday, May 5, 2021 4:58 PM
To: Langler, Mallory
Subject: Fwd: 222 Pawkannawkut Dr
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Alright, here goes:
H-20 1500 GST
Downward-
10.0' x 5.17' x 4.0' = 207 cubic feet x 62.4 lbs/cubic foot = 12,917 lbs water
Tank weight = 12,500 lbs
Total weight = 25,417 lbs
Upward-
11.0' x 6.17' x 2.6' = 176.5 cubic feet x 62.4 lbs/cubic foot = 11,014 lbs OK
H-20 1000 GST
Downward-
8.0' x 4.25' x 2.0' = 68 cubic feet x 62.4 lbs/cubic foot = 4,243 lbs water
Tank weight = 8,600 lbs
Total weight = 12,843 lbs
Upward-
9.0' x 5.3' x 2.0' = 95.4 cubic feet x 62.4 lbs/cubic foot 5,953 lbs OK
Good luck!
David D. Flaherty Jr., RS, REHS
Flaherty Environmental Services
P.O. Box 331
Harwich, MA 02645
Original Message
From: "Langler, Mallory" < mlangler(c yarmouth.ma.us>
To: "'DAVID D. FLAHERTY JR."'<flaherty822(acomcast.net>
Date: 05/03/2021 9:44 AM
Subject: 222 Pawkannawkut Dr
Hey Dave,
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