HomeMy WebLinkAboutMiscellaneous - 922 SALEM STREET 4/30/2018N
69°
APPLICATION FOR SEWER SERVICE CONNECTION
2(
North Andover, Mass. �!!Iy l2ei
Application by the undersigned is hereby made to connect with the town sewer main in a Lel' Street,
subject to the rules and regulations of the Division of Public Works. A ,
The premises are known as No.
or subdivision lot no.
Owner
Contractor
C,9)L)5 ZI- % io AJ
'
NEA L 1
7—
Street
Address ` 76—('Zj — 1957
wo A-1 e. W, Infix, A/A
Addres/Aps
plicant's Signature
PERMIT TO CONNECT WITH SEWER MAIN
The Division of Public Works hereby grants permission to
to make a connection with the sewer main at
subject to the rules and regulations of the Division of Public Works..
Inspected by
Date
By
See back for rules and regulations
Street
Division of Public Works
i' Town of North Andover
OFFICE OF
COMMUNITY DEVELOPMENT AND SERVICES
27 Charles Street
North Andover, Massachusetts 01845
WILLIAM J. SCOTT
Director
(978)688-9531
March 24, 2000
Mr. & Mrs. Frederick Jones
922 Salem Street
No. Andover, MA 01845
Re: Sewer Tie-in
Dear Mr. & Mrs. Jones:
Fax(978)688-9542
The Health Department has been supplied with a list of•all residences, currently on septic,
which have access to the municipal sewer system. As previously published at a Public
Hearing on March 17, 1994, the Board of Health has adopted regulations concerning the
required sewer tie-in. The following timetable concerning your property status was
adopted:
4.1 All establishments that currently do not have municipal sewer available
to them must connect to the sewer as soon as it becomes available, with a
maximum time limit of six months.
The purpose of these regulations is to safeguard North Andover's drinking water, surface
waters, groundwater and surrounding environment. Sanitary sewer is believed to be the
most effective form of wastewater treatment. A copy of the entire regulation can be
obtained at our office.
Your property is in violation of this Board of Health regulation. Please contact the Health
Department regarding this matter immediately. If we do not hear from you by May 10,
2000 your name will be placed on the regularly scheduled Board of Health meeting agenda
and placed on public notice. The meeting will be held on May 25, 2000 for discussion of
legal action including court hearings.
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Sewer Tie -In 922 Salem Street Page 2
Any questions concerning this regulation should be directed to the Board of Health at
(978) 688-9540. Additional inquiries regarding the physical tie-in and permitting process
should be directed to the Department of Public Works at (978) 685-0950. Please be
advised this Board intends to persevere in this regulation.
Yours truly,
Gayt/on Osgood,firman
/ cH f�
' �1
Francis P. MacMillan, M.D., Member �I
I
ohn S. Rizza, D.M.D., Member
June 5, 1997
Town of North Andover
Office of Community Development ment and' Services
146 Main Street
North Andover, MA 01845
Re: 922 Salem Street
Sewer Tie-in
We are in receipt of your letter dated April 28, 1997 regarding the compliance period for sewer
hook-up.
You were previously notified, by phone, that our intention is to hook up to town sewer, but at
this time it is not financially possible. The one estimate we received was over $6,000.00 and
then an additional $1,000.00 would be required for town permits. We are in the process of
getting other estimates that would hopefully be more reasonable in order to allow us to afford
this project.
We will do our best to comply with the'towns request, but will need more of a compliance
period.
Sincerely,
Frederick & Kathleen Jones
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z inspec ted Cie abovo--mentioe&' pro,)-rty
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adcquat l t.
Very trtA,v yours,
;ic'aael Graf
,iealth Inspecyor.
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1. Distance To s 7--oP s1
a. Wetlands
11. As Built Submitted _
_ a. Lot Location
b. Dimensions of Systam
e. Location ulth Regard -to Pere Test
d. Elevations
e: Water Table
b.
Drains
c.
Well
r-
2.
Nater Dine Location
O.V g.s/1eW-7
Sloe
3 •
No
PPC Pipe
}�.
Septic Tank
a. _-Tess
-_Length & To Clean'0ut Covers
b.
Cement Pipe to Tank .- On Both Sides
of Tanks`
5.
Distribution Box -
'
a.
Covers & Box - No Cracks
b. -All
Lines Flooring Equal Amounts
c.
No Back Flow
/ /oo, oo ry
'b.
Leach Field or Trench
a.
b.
Dimensions
Scone Doth
0 8 7a 8E yG . o0
SYsr�-:rj /oo oto
c.
Capped Ends
,q.�l �•y/mss v'
d.
Clean ble Washed Slone
7•
Leach Pis
b.
ions
Ston Depth
c.
Spl sh Pads
d.
T s
��
e.
f.
C t Pipe to Pit - Both Sides
C can Double Washed Stone
BEET'/E D
�
-f 1ST /o cJ Ej(s 5i .
8.
N
Garbage .Disposal.
9.
Final
Grading Inspection
10.
Barricading Covered System
11. As Built Submitted _
_ a. Lot Location
b. Dimensions of Systam
e. Location ulth Regard -to Pere Test
d. Elevations
e: Water Table
Boar$ of Sitalth
North Ant? j ar,Ysss
APPR('cED
Provided:
Title V
Reg 2.5
Reg 6
Reg 10.2
DATE
J
Oj
SUBSURFACE DISPOSAL MUM CRS,*K LIST
LOT` ✓�
DISAPPRC?M DATE
Reasons
FAIL 1'71 -The
submitted plan must show as a minimum:
the lot to be served -area, dimensions lot #,abutters
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
existing and proposed contours
(g) cation any r3t areas Athin 1001 of .sewage disposal system or
rdisclaimer -check Wetlands mapping
h�, surface and subsurface drains Within VO' of sewage disposal
system or disclaimer
(i} location any drainage easerwits it -LUn 1001 of sewage disposal
system nor disclaimer -Planning EWA files
(j) sources of inter supply within 2001 of sewage disposal .
system or disclaimer
location of aq }proposed Drell to serve lot -1001 from leaching facility
location of water lines on property -101 from leaching facility
location of benchmark
driveways
F( garbage disposals
no PVC to be used in construction
q) profile of system -elevations of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
ther elevations
maximum ground water elevation in area sewage disposal system
s) plan must be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
/ Septic Tanks
a) capacities -150 of flog, Water table, tees, depth of tees,
,," access, pumping
b) cleanout
*)'IO' from cellar gall or ingrouad s tmzdng pool M
d) �5, from subsurface drains
Reg to -4 b) sures
tion Boxes
0.08
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