HomeMy WebLinkAboutMiscellaneous - 677 SALEM STREET 4/30/2018 (4) SALEM STREET
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NORTH Town Of North Andover
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Community Development & Services o rec Scott
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27 Charles Street (978)688-9531
"9 - •>''r' North Andover, Massachusetts 01845
9SSACHUSE�
Fax 978-688-9542
June 30, 2000
Ms. Jeannette Manning
Board of 677 Salem Street
Appeals No. Andover, MA 01845
(978)688-9541
Re: Sewer Tie-in
Building
Department Dear Ms. Manning:
(978)688-9545
The Health Department has been supplied with a list of all residences, currently on
Conservation septic, which have access to the municipal sewer system. As previously published
Department
(978).688-9530 at a Public Hearing on March 17, 1994, the Board of Health has adopted
regulations concerning the required sewer tie-in. The following timetable
Health concerning your property status was adopted:
Department
(978)688-9540 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
Public Health maximum time limit of six months.
Nurse
(978)688-9543 The purpose of these regulations is to safeguard North Andover's drinking water,
surface waters, groundwater and surrounding environment. Sanitary sewer is
Planning believed to be the most effective form of wastewater treatment. A copy of the
Department entire regulation can be obtained at our office.
(978)688-9535
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,
GayAnsgoo�dZdby
Francis P. MacMillan, M.D., Member
Jo D.M.D., MeefrGer
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Form No.3
Town of North Andover, Massachusetts
BOARD OF HEALTH
NORTH
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DISPOSAL WORKS CONSTRUCTION PERMIT
SSMCHUSE
Applicant TELEPHONE
NAME ADDRESS
Site Location (VI
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Permission is hereby granted to Construct ( ) or Repair �an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
CHA MAN,BOARD OF EALTH
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D.W.C. No.
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0696-688-[19 V3Sl3H0 0911-9L9-L19 NOINVO OS9E- EE-Ll9 H1f10WA3M llZB-889-809 kl3AOONV HIHON
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CANTON 617-575-1150 CHELSEA 617-889.4590 LAWRENCE 508-686-8108 NORTH ANDOVER 508-688.8211
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(PHONIE CALL)
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FOR DATE TIME9*
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SIGNS TOPS FORM 4003
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NOTES ON 677 SALEM STREET
According to the old plan of 1956 for this site the
percolation rate was 3 minutes per inch - rather unlikely if, as
stated, the soil is clay, sand and gravel, but possible, I
suppose. However, there are supposedly four trenches, 2 feet in
diameter and 40 feet long for 160 lineal feet of leaching. The
tank is only 600 gallons.
Need to know - how many bedrooms after addition?
Any sign of failure?
One definite - They need a new tank as soon as possible.
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NOTES ON 677 SALEM STREET
According to the old plan of 1956 for this site the
percolation rate was 3 minutes per inch - rather unlikely if, as
stated, the soil is clay, sand and gravel, but possible, I
suppose. However, there are supposedly four trenches, 2 feet in
diameter and 40 feet long for 160 lineal feet of leaching. The
tank is only 600 gallons.
Need to know - how many bedrooms after addition?
Any sign of failure?
One definite - They need a new tank as soon as possible.
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Kenneth Marshall
Salem St,
APPLICATION FOR SERAGE DISPOSAL INSTALLATION
HEATH DEPATITLENT--NORTH ANDOVER, MASS.
I hereby made application for a permit for a sewage disposal installation at
a
Sem ;5t*, Lot No. I will install this system in
accordance with all the lavas of the Commonwealth of AQassachusetts and regulations
of the Board of Health of the Town of North Andover.
Furthers I will construct the house sewer of bell and spigot pipe, the minimum
diameter being 4 inches, and will maintain a minimum grade of 155until 10 feet
preceding the septic tank where the grade shall not exceed 2%. I will install a
concrete septic tank of , 00„ Rales in size: A manhole (s) permitting easy
cleaning will be provided with removable cover (s) of iron or concrete within 12
inches of the ground surface. I will provide subsurface disposal field with open
jointed bell and spigot Ackron pipe at least 4 inches in diameter and Laid in a
series of trenches, the bottom of which will provide a minimum of 160 ft. -**lineal
(square) feet of effective absorption area. The pipes will be laid on a 6 inch
layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches `
(dia.) and the pipes will be surrounded by similar material to a height of 2 inches
above the crown of the pipe. The joints of these pipes will be protected from
clogging and before filling the trench, 2 inches of gravel or stone 1/81, to 1/4"
(dia.) will be placed over the course gravel or stone. The disposal field will be
installed at a grade of 4 to 6 inches/100 feet. No single the line will exceed
100 feet in length and in any case, two lines of tile will be installed. A minimum
of 6 feet will be maintained between the center lines of the disposal field trenches
and the average depth of trench shall not exceed 36 inches. No part of the in-
stallation will be less than 100 feet from any private water supply, 25 feet from
any stream, 20 feet from any dwelling or 10 feet from any property line. further
a reg not to cover any portion of this installation until approved by the infection
officer, as provided below, and to incorporate any additional requirements that
may be attached to the permit. Plot Plans must be submitted with application.
**'2' f t trench.
DATE
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andoverrj,� Massachusetts.
DATE
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described,
DATECC A
Signa ure Inspecting Officer
Percolation Test r,3Min. Soil. Sand-gravel-clay
Garbage Grinder No
e''vim BOARD OF HEALTH
G ° TOWN OF NORTH ANDO`dER0 MASS.
63 -43
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1. NA14� !�. �. . . . . . . . . . DATE :`�.`S. . . .
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2. ADDRESS :�f'S . . . . . . 0": "." . . LOT NO. .7. . . TEL.
3. NO. OF BEDROOIdS . ;3 DEN YES NO.. .
4. GARBAGE GRINDER YES
5._ SHOW DIIENSIONS OF HOUSE
6. SH09 DISTANCES OF HOUSE TO ALL PROPERTY LINES
7, SHOW DIMENSIONS OF LOT
8, SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9, NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKSO STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11, SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NO,TEs LOCAL REGULATIONS SHOULD EE READ CAREFULLY.
September 24,1956
Miss Mary Sheridan R.N.
Health Agent
Board of Health
North Andover, Massachusetts
Dear miss Sheridan:
An examination was made relative to the
suitability of the soil for the sub-surface dis-
posal of sewage on the proposed Salem Street build-
ing site of Mr. Kenneth Marshal.
The soil in the area consisted of clay,
sa.nd. and gravel and a three minute percolation test
was taken.
It is recommended that a 600 gallon septic
tank be installed with 160 feet of drain pipe. The
pipe to be installed in a trech two feet wide.
Very truly yours,
Ernest F Romano
Commonwealth of Massachusetts
W City/Town of North Andover
System Pumping Record
Form 4
M
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority within 14 days from the pumping date in
accordance with 310 CMR 15.351. _
A. Facility Information
Important: JUN —7 [Ull
When filling out 1. System Location:
forms on the
computer, use 677 Salem St TOWN OF NORTH ANDOVER
HEALTH DE�P:A�RTMEN�T
only the tab key Address
to move your North Andover Ma 01845
cursor-do not City/Town State Zip Code
use the return
key.
2. System Owner:
f� Manning
Name
Address(if different from location)
CitylTown State Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping 5/20/11 2. Quantity Pumped: 1500
Date Gallons
3. Type of system: ❑ Cesspool(s) ® Septic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other(describe):
4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System:
xsolids
6. System Pumped By:
Frank Eldridge
9
Name Vehicle License Number
Stewart's Septic Service
Company
7. Location where contents were disposed:
Stewart's Pre-treatment Plant, 20 So. Mill Bradford, Ma 01835
Signature of HaulerDate
/ V_'�_
Signature of Re i ' g Facility Date
t5form4.doc•03/06 System Pumping Record•Page 1 of 1
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DEPARTMENJ
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