HomeMy WebLinkAboutMiscellaneous - 38 STONECLEAVE ROAD 4/30/2018Reg. 2.5
I.
II.
NORTH ANDOVER
SUBSURFACE DISPOSAL SYSTEM CHECK LIST
General Information
The submitted plan must show as a minimum: 1'r -go A'4"
(a)�Zcation
lot to be served
(b) and dimensions of the system (including
r�s erve area)
(c) /de 'gn calculations
(d) /ca ulations showing required leaching area
(e) e isting and proposed contours
(f) location and log of deep observation holes -
dtiskance to ties
(g)ealocation and results of percolation tests -
di ance to ties
(h),,-ocation of any wet areas within 100' of the
se e. disposal system or disclaimer
(i) s/ urface and subsurface drains within 100' of
the sewage disposal system or disclaimer
✓(�.�location of any drainage easements within
10-0' of the sewage disposal system or disclaimer
W/_'mown sources of water supply within 200' of
t0_0he sewage disposal system or disclaimer
(1),,,-ation of any proposed well to serve the lot
(m) o tion of water lines on the property
(n)
ax,
ground water elevation in the area of
t e sewage disposal system
(o) a,,Profile of the system
(p) .4h PVC is to be used in construction
(q) /lo ation of benchmark
(r)n must be prepared by a Professional Engineer
or other professional authorized by law to prepare
such plans.
Gar qe Disposers
IV. Pumps
- 150% of flow
Reg. 9.1 (a) Approval
Reg. 9.6 (b) Stand-by power,
III.
Septics Tanks
Reg.
6.1
(a)( �- Pacities
Reg.
6.7
(b)/W, ter table
Reg.
6.8
(c)es
Reg.
6.9
(d)/'D of tees
Reg.
6.12
(e)�cess
Reg.
6.18
( f ) mping
(g) Cleanout
IV. Pumps
- 150% of flow
Reg. 9.1 (a) Approval
Reg. 9.6 (b) Stand-by power,
�r�
V. Distribution Boxes
Reg. 10.2 (a) /lope greater than 0.08
Reg. 10.4 (b)/ Sump
VI.
Leaching Pits
Leaching pits are preferred where the installation is
possible.
Reg.
11.2
(a) Calculations of leaching area (minimum 500 S.F.)
Reg.
11.4
(b) Spacing
Reg.
11.10
(c) Surface drainage 2%
Reg.
11.11
(d) Cover -material
VII.
Leachhiincj Fields
Reg.
15.1
(a Greater than 20 minutes/inch
Reg.
15.1
_Y/
(bY Area (minimum 900 S.F.)
Reg.
15.4
(c)�C nstruction of field
Reg.
15.8
(d urface drainage 2%
IX.
Downhill Slope
(a) Slope y/x/ = (to be shown)
(b) y/x X 15/0 = (to be shown)
NORTH nrIDMTM. BOARD OF HEALTH
U
__ _ _ _ N8TALLAilON CH K LIST
APPROVED DISAPPROVED -` —
Date: Date: — "- , 71
Reason: - S /b
1. As Built Submit
EXCAVATION OK
..69 PW 5-(?-?f5-(?-?fp
J� "Z c �dlc .7�,
Check: of location, dimensions. of system, location in regard to
percolation tests, depth of system, water table
2. Dista4 to Wetland Areas, Drains, Street & House, Drainage Easement and Wells.
3. Water L e Location
4. No C Pipe '
50 epticnk - Tees, Cement-PiTank-Joints on both side of Tank.
u�
6. Distri tion Box - No cracks in box or cover, all lines flow erually from box.
7. L each elds - Dimensions, Stone Depths, Capped ends, Clean double -gashed stone
8. Leach Pits - Dimensions, Depth of Stone, Splash pad{tees, Cement -pipe to tank -
joints on both sides of tank, Clean double -washed stone
9. No Ga age Disposals
10. Final Grading 4,'barricading of sub -surface system
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TO: NORTH ANDOVER, MASS 19 77
BOARD OF HEALTH
FROM: DESIGN ENGINEER Re: Soil Absorption Sewage
System Inspection
This is to certify that I have inspected the construction of the said disposal system at
s 70-1V& e--4 1-,�5 14 V,5 RJ North Andover, Mass.
SITE LOCATION
The grades and construction are as specified in my plans and specifications dated
19