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220 Winter Street
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Andrew Alvino
vlinter St.
APPLICATION FOR SEWAGE DISPOSAL IMALLATION
HEALTH. DE P91TEUT--NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
WintAr St._ _ I will install this system in
accordance with all the lays of the CoL.monvaealth of Ma,Ssachusetts and regulations
of the Board of Health of the Town of North Andover.
Further, I will construct the house sewer of bell and spigot pipe, the minimum
} diameter being 4 inches, and will maintain_ a minimum grade of 1% until 10 feet
. preceding the septic tank where the grade shall not exceed 2%. I will install a
---' concrete septic tank of 150 gale 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 165lineal
(]En) 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 1/811 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. I further
agree notto cover any portion of this installation until aonrovnd by the inspection
officer, as provided below, and to incorporate any additional requirements that
may be attached to the permit. Plot Plans must be submitted with application.
The width of the trehrhes shall be 2 fte
DATE July 182 1956
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, lihssachusetts.
DATE -, July 18= 19 6
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE lU
/ Signature of Inspecting Officer
Percolation Test .mi. Soil-clay
Garbage Grinder ,,.,
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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 the sub-
surface disposal of sewage on the Winter Street
building site of Mr. Andrew Alvino.
A 6 minute percolation test was made
in soil that consisted of clay.
It is recommended that a 750 gallon
tank be installed with 165 lineal feet of drain
pipe. The width of the trenches shall be 2 feet.
Very truly yours)
Ernest F. Romano
. �Ij,,,, ((''jT FOR `+��1L��..`t. . '"L` i`'�-<• 1'<< y (t c. (Lt t (` / i,t
- 1 s./.11�fLJ..1 - A' +JA.6 Lr,j.Ae4�. ..9 A.1
.�;`il'�,f�'1� ..IJI:.�:'?SJ"�'1`�';IL��ft'.«.,i'•a��'1°.�'�. .�t1�.Lfi)j6S';�� 1�:.daiJe?`
I hereby mak�a ao licati.on for c- permitfora pec^.ftp di-Elp:�sal I.nstz-1.1aticaxa
a t Winter" , X will, install this system inri cord.-
ance w5th a .Y c� Ns o e CaMMOnwealth of iia-5sachusetts and regulations
Of the Boaatd �of Hea.l.th. of the s'otin of i4oruh 1�ndover.
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Further, l will construct the house sewer of bel"' and spigot p j.pe x the
minimum diameter being 4 inches, and will maintain a minitl7num gr&de o! 1�iz until
10 feet preceding the cesspool or septic tank, where the grade shall not
exceed 2%. 1 will, install'. 8 cesspool or septic tank of 750 Gal. in
size. A manhole ( s) permitting easy cl.eanixig will be
cover (s) of iron or concrete within 12 :inches of the ground aurface. 1
will provide subsurface disposal field with open jointod bell and epigr t
pipe or perforated pipe at l.erst 4 inches in diameter and laid In fi egries
of trenches, the bottom of which `vi.11 provide a minjaxam of 150 gal.
Lineal (-e*ua-rer) feet ® effective absorption °GG`•. `'?:7r p4 i1ri � Y
On €s. 6 Inch layer of clean gravel or crushed stone raaging :in size from �5/4
to 1-1• inches (d-la. and the pipes will be surrounded by s=kmilar material to
a height of 2 inches above the crown of the pipe. The joints of these pipes.
will be protected fr°ora clogging and before filling the trench, 2 .i.r.ehas of
gravel.- or stone 1/8" to 1/4" (dia. ) will be placed ovor the courses
stone. The disposal field will be installed st a grade of 4 to 5 inches/100
feet.' no single tile line will exceed 100 feet in Length and In any case.,
two lineae of tile I'rill be installed.. A miniuta n of 6 y ee t will be ma ntaixaad
between the center 11nes of the dispose.l field trenches and the average
depth of trench shall riot exceed. 56 .i.nche3. In, the aaae of the extens:�on
of a cesspool; into a subsurface disposal, field or ano'sher cesspool. both
Iat and outlet connections to the cesspool shall be provided Frith.
11sanitary tees". jtll measurements of cesspool shall be tw-aken at the bottom
of the inlet; pipe. No part of the installation will be less Whin luo f bet
from any private water supply, 25 feet from any strearza, 20 feet; from any
dwelling g or 10 feet; from any proporty line. 1 furtheragree not to cover
an = portion of this Installation w�.� �,A:,,.�.,�. , . r
_ �al.lat:ion until �erc��ea" y��- a4� :�ra.���ctican. of":�`:�.c ax �
P�8 pro'fi de 6 ora aantf to inc rponate nn� �C� G CrF16 :°EEy �3 X' d�k ?: ate. h€d.i:
lr+.ay be attached to the pprini.t.
June 91 1955
Z hereby issue the above permit for the Board Of Health of the 1'cnni of
North Andover, Massachusetts.
Date June 9, 1955
I havo inspected the uncovered system Indicated above and find aver y•gin :ung
done as described,
1
Date
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Percolation fest 8 min.
Soil ---- clay, gravel
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