HomeMy WebLinkAboutMiscellaneous - 1939 Turnpike Street (2) 1939 Turnpike Street —�
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INSTALLATIDrt CH3;g LISP LOT
OVID DATE -EXCAVATION Ob FAIL
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1. Distance Tos
a. Wetlands
b. Drains
c. Well
2. Water Line Location
3. No PPC Pipe f 0� \Y,`'
}�. Septic Tank
a. Tees --Length & To Clean Out Covera
b. Cement Pipe to Tank - On Both Sides of Tank g�
wec+
5. Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal Amounts
c. No Back Flow
6. Leach Field or Trench
a. Dimensions
b. Stone Depth r
c. Capped Inds
d. Clean Double Washed Stone
7. Leach Pits
a. Dimens no
b. Sto Depth
c. S ash Pads
d. Tees
e. /best Pipe to Pit - Both Sides
f. Clean Double Washed Stone
8. No Garbage Disposal.
9. Final Grading Inspection
10. Barricading Covered System
ll. As Built Submitted
a. Lot Location
b. Dimensions of System
e. Location with Regard-to Pere Test
d. Elevations
e. Water Table
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SQBSOME DIS?O AL DESIM CHECK LIST
LOT # Ste. 7VV*Pf T
APPROM DATE DISAPPR07ED DATE
--
Provided: Reasons:
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Title V FAIL CK
Reg 2.5 a submitted plan must show as a minimum:
a) the lot to be served-area,dimensions lot #,abutters
b location and log deep observation hoes-distance to ties-
location and results percolation tests-distance to ties
design calculations & calculations showing required leaching area
location and dimensions of system-including reserve area
f} existing and proposed contours
g) location any wet areas within 1001 of sewage disposal system or
disclaimer-check wetlands mapping
h) surface and subsurface drains within 1W I of sewage disposal
system or disclaimer
ocation any drainage easements within 100' of sewage disposal
system or disclaimer-Planning Board files
3) known sources of -rater supply within 200' of sewage disposal d
system or disclaimer
cation of any proposed well to serve lot-1001 from leaching facility.
/location of water lines on property-10' from leaching facility
cation of benchmark
iveways
arbage disposals
no PVC to be used in construction
profile of system-elevations of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
Mter elevations
maximum ground -rater elevation in area sewage disposal system
plan must be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
Reg 6 Septic Tanks
(a) capacities-150;6 of flog, -iter table, tees, depth of tees,
access, puxxing
b) cleanout
10, from cellar wall or inground swimming pool
(d) 25+ from subsurface drains
Reg 10.2 Distribution Boxes
slope greater than 0.08
Reg 10.4 jeb) sump
CLack List Pz73 2
PAIL OK
Leaching Pits
Leaching pits are pref ad vhere the installation is possible
Reg 11.2 a) calculations of ping area-minimum 500 eq ft
1.1.4 b) spacing
u,1,0 c) surface a 2%
11.11
1d) cover ma Tial
e) AR'x2' splash pad
f) tee elbow
g) no ends in pipe from d-box to pipe
Leaching Fields
Reg 15.1 ) no greater than 20 minutes/inch
b area-minimum 900 Bq ft
15.1 construction of field
i5.$ d) sarface drainage 2 %
3.7 e) 201 from cellar wall or inground Buimming pool
Leaching TVenc
Reg 14.1 a)c� o eaching area-min 500 sq ft
14.3 b) spacing- ft min 6 ft with reserve between
14.4 - c) ons
14.6 d) c traction
14.7 e) ne
1 .10 f) surface drainage 2%
I)o-.mhill Slop e
Tslope y x = TEo be shown)
b) y/x X 150 - (to be shown)
Pu
s
Reg 9.1 a) aP'p:ro
9.6 b) s d-by power
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