HomeMy WebLinkAboutMiscellaneous - 241 Clark Street4
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hereby mvks application for r permit for aaF disposal ins tc,.
!.rat l
€�t. � S�� , 1 1713.1 inst€ell t i.s system in accord -
mice rith a.:i:. t e .. a s o t e Com ornr�oulth of i, --la
ssach'-Iset•ts and re&vl ations
of the board of .ilea lt�i of the To= of North j.%.ndover°.
Further, I will' construct the house sower of bell and spigot pipe, tyro
minimum diameter being 4 i.ntrhes, and will maintf;i n a :,dn2rrium gr&d.e of 1;�,
10 feet preceding the cesspool or septic taW,., where t -he grade shall not
exceed 2%. 1 will instal! 8 cesspool or septic t;.ayjk of ��r D in
size. it manhole (G) X�erntit'car!g easy cleaning �,i.,l by � F. ed erttotru;��i c
cover (s) of iron or concrete within 12 inolaes of tho ground sU.rfazce. Y
will provide subsurface disposal field with open jointed bell mitt ::p igotw
pipe or perf'orf ted pipe at 1.efist 4 inches in diameter and la -id in a sejijes
of tranches, the bottom of which trill provide a iii,' -ni.ra m of
Lineal feet of effective absorption arect. 1-111,10 pi.po;i %=F;�"yiZia
oil a 6 inch layer of clean gravel or crushed stoiie ranging in size from
to 1- inches (di a. ) and the pipes will be sari-ounded by similar mato.rial to
a height of 2 inches above the crown of the pipes The Joints, of these pi.psas�
will be protected from ellogaing and before filling the trench, 2 inches of
gravest or stone 1/8" to 11 (dia.) will be placed ovor the course grtl vel. owe
stone, The disposal field will be installed at F: grf,do of 4 to 6 Inches/100
feet. No single tile line will exceed 100 feet in length and in anc&oe,
trio lines of tile will be installed. A minimum of 6 Feet will be Yaln'Ulained
.between the center lines of the disposal field troneheas and the faverE:tge
depth of trench ahall not exceed Ski inchos. 1n the case of the extenui on
of a eoespool into a subsurface diaposvl, field or ano�,her cesspool both
inlet ,and outlet connections to the cesspool shall be provided with,
11suni.tar°y toes". j 11 measurements of cesspool shall be tallf.en at the bottcaJ,
of the in.l.e+. pipe. No mart of the instfal."Laton will be lass ;han Ic"o,' feet
from any private crater supply, 25 feet .from fang, Stseasan, 20 feed: from ally.
dwelling or 10 feet from ansr property line. ? further a ,ee not to ce.)vGr
tang portion of this installation until t3 vb i icz .zas ec;ti c� i'i
as provi eai e ov, aneo i.ricoxF,orrx a aany acx ��au�rcai�arii�;s tea:t:
may be attached to the peraiLtt,
gr;�i i;uraep
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I hereby issue tho above permit for the Board 0f Hera lt?,.. of o Town Of
North Andover.. assf)c1h asetts.
Date
1271—n �4LO I-ri rig
I hfaVe inspected the uncovered system i.ndi.mntod above and find oVerV'c-hin,I
done as described.
Late
Percolation Fest AYWJ,
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April 16,1555
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 sub -surface disposal.of sewage on the clark Street
premises of the Richlyn Club.
The soil in this area consisted of a mixture of clay
and gravel. A five minute percolation test was conducted.
It is recommended that a 750 gallon septic tank be in-
stalled, with 200 lineal feet of drainage pipe.
Sincerely yours,
i�
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Ernest F. Romano
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