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05/15/02 FLED 15:53 FAX 978 688 9573 NORTH ANDO`TR DPW Q001
TOWN OF NORTH ANDOVER LSV 2 2 2n
DIVISION OF PUBLIC WORKS
384 OSGOOD STREET
NORTH ANDOVER,MASSACHUSETTS 01845-2909
J.WILLIAM HMURCIAK,DIRECTOR,P.1;_
Timothy J. Willett Q pop*k q Telephone(978) 685-0950
Water Superintendent 3�a•�p, o%'�eoL Fax(978)688-9573
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May 15,2002
9SSACHUse
Ms. Sandra Starr
Health Agent
27 Charles Street
North Andover,MA 01845
RE: Phase 4A Sewer Project-
429 Marbleridge Road
Dear Ms. Starr:
Please be advised that the town's sewer consultant, Guertin Elkerton&Associates,is completing the
design of the Phase 4A Sewer Project. The design should be completed by the end of this month and
includes a new sewer main in front of 429 Marbleridge Road.
Permitting and bidding will take another two months or so,with construction starting thereafter. It is
reasonable to assume that the new sewer lines will be ready for house connections this fall. As you are
aware however,these dates are ballpark figures.
Very truly yours,
Timothy 1. Willett
Water& Sewer Superintendent
CC: Brian Lagrasse
Kim Barry
Marbleridge Rd.
APPLICATION FOR SEIN:�GE DISPOSAL INSTALLATION
HEAITH DEPARTPM,NT--NORTH AIZOVER, MASS.
I her9by make application for a permit for a sewage disposal installation at
�/' ___.._, * I will install this system in
accorda ce with all the lays of the Cormonwealth of Massachusetts 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 /+ inchest and will maintain a minimum grade of l until 10 feet
preceding the septic tanlci where the grade shall not exceed 21. I will install a
concrete septic tank of 50 gam,, 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 Aekron pipe at least 4 inches in diameter and laid in a
series of trenches, the bottom of which will provide a minimum of 21_--_0 —lineal
(sX&UA) 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 3A 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 1/811 to :L/4'f
(dia.) will be placed over the course gravel or stone. The disposal field will be
installed at a grade of /+ 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 dep1uh 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. S further
are not to cover any portion of this installation until aonroyed bZ the inspection
officer, as provided below, and to incorporate any additional requirements that
may be attached to the permit. Plot 11:11ans must be submitted with applicationo
*** ,20 ft.`of fill is: to be added at end of drain.
DATE �;��A Jt4,.s'��
J i
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE 3 __f FJ-
0 �T Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE / '1-/ If3 -`b+ i
Signature of Inspecting Officer
Percolation Test soil-clay
Garbage Grinder no
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July 18,1956
Miss Mary Sheridan R.N.
Health Agent
Board of Health
North Andover, Massachusetts
Dear Miss Sheridan:
An examination has been made relative to
the suitability of the soil for sub-surface dis-
posal of sewage ori the the proposed Marbleridge
Road building site of Mr, Frank Dudek,
Because of wet conditions, no percolation
test was conducted. The soil in the area consisted
of clay.
It is recommended that a 750 gallon tank
be installed with 210 lineal feet o•f drain pipe.
Very truly yours,
Ernest F. Romano
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NORTH ANDOVER
1 SYSTEM PUMPING RECORD
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