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\' APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS..
hereby ake a plication for a permit for a sewage disposal installation at
Ila I will install this system in ac-
cordance with all the laws of the Commonwealth of Massachusetts 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 pre-
ceding the septic tank, where the grade shall not exceed 2o. I will install a con-
crete septic tank of % 0-v o 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 4 inch perforated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of L 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 1/8" 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
tile 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 installation 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 not to cover any portion of this installation until approved by the
inspection officer, as provided below, and to incorporate any additional requirements
that may be attached to the permit. Plot Plans must/lpe submitted with application.
DATE C° - � d - 7/
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE Y i � 2
Percolation Test\, /
Garbage Grinder
Signature of Inspecting Officer
L�
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
T
mese''l,a Ile
ID -$ox'
^�
1. NAM�l��y DATE !� Z �' /�
2. ADDRESS_ uj ftW f�C �� IAT NO._� TEL.
3. NO. OF BEDROOMS DEN YES NO
4. GARBAGE GRINDER YES �� NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
%. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
F
BOARD OF HEALTH OF NORTH ANDOVER) MASSACHUSETTS
SEWAGE DISPOSAL
DATE 6./30./`71-
NAME
.371
NAME OF APPLICANT Sorge Geiger
LOCATION Lot #2q Brentwood Circle
Address of lot no,
BUILDING: Dwelling x Other
SYSTEM: New R Repair
GENERAL DESCRIPTION OF LAND high
SUBSOIL: Clay Gravel Sandq
PERCOLATION TEST 3 minutes per inch.
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 10000 gallon capacity.
LEACH FIELD 2Q0 lineal feet of drain pipe.
P
illiam J. Doi coli, Engineer
Board of Health
11
CIVIL 1NGINLLRINO PikCOLATIUN TLSTS
•
1
To theme.» ��,.;,��� P�•�
and
f hereby certify that i have examined
the premises and all easements,
encroachments and ,buildings are �
located on the ground as shown.
further certify that the buildings shown t
l
conformed to the zoning laws of
,r ��,,,'�}•� ,..,` when constructed.
I further certify that this property
located in the
est ished flood"hazard,a�Qd
Jose
/ ph D.Carter R.L.S.#93S7J
I F,rs�c.
JOSEPH fG\ 1
L GAIL ( 1p
NQ. 9387 /
SL. VACCL- DISPOSAL DLSIGIIS SURVEYING
r
ij
0 ,4 I} e t W t 1
TE VY E p YJ p—1 11 " 1 `�,..., ,
-s. t
P.
( V h.dF
1--9 Mal I 'i
Joseph D Carter
O
/
Proressronal Engineer
6 FAIRVIEW AVENUE
Registered Land Surveyor
SWAMPSCOTT, MASS. 01907
Tel 592-6336
" � ✓ ��GU Y c..-^ C .LTJ ��f
(.i /a/
CIVIL 1NGINLLRINO PikCOLATIUN TLSTS
•
1
To theme.» ��,.;,��� P�•�
and
f hereby certify that i have examined
the premises and all easements,
encroachments and ,buildings are �
located on the ground as shown.
further certify that the buildings shown t
l
conformed to the zoning laws of
,r ��,,,'�}•� ,..,` when constructed.
I further certify that this property
located in the
est ished flood"hazard,a�Qd
Jose
/ ph D.Carter R.L.S.#93S7J
I F,rs�c.
JOSEPH fG\ 1
L GAIL ( 1p
NQ. 9387 /
SL. VACCL- DISPOSAL DLSIGIIS SURVEYING
r
ij
Ott
CIVIL 1NGINLLRINO PikCOLATIUN TLSTS
•
1
To theme.» ��,.;,��� P�•�
and
f hereby certify that i have examined
the premises and all easements,
encroachments and ,buildings are �
located on the ground as shown.
further certify that the buildings shown t
l
conformed to the zoning laws of
,r ��,,,'�}•� ,..,` when constructed.
I further certify that this property
located in the
est ished flood"hazard,a�Qd
Jose
/ ph D.Carter R.L.S.#93S7J
I F,rs�c.
JOSEPH fG\ 1
L GAIL ( 1p
NQ. 9387 /
SL. VACCL- DISPOSAL DLSIGIIS SURVEYING
a
CARTER & TOWERS ENGINEERING CORP.
Joseph D. Carter
Professional Engineer 6 FAIRVIEW AVENUE
Registered Land Surveyor SWAMPSCOTT, MASS. 01907
Tel. 592-8386
0
To the
and /?;;
hereby certify that I have examined
the premises and all easements,
encroachments and buildings are
located on the ground as shorn.
further certify that the buildings shown
conformed to the zoning laws of
when constructed.
further certify that this property
f located in ttte
estali Fished flood•hkard,ap
Joseph D. Carter R.L.S. #9387
of
iOSEPH yGN`
DAVID
GARTER
Ho. 93870//
� ��'rSTFR�• `Z'�
CIVIL ENGINEERING PERCOLATION TESTS SEWAGE DISPOSAL DESIGNS SURVEYING
u
APPLICATION FOR SEWAGE DISPOSAL
16d d f
INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
hereby ake a lication for a permit for a sewage disposal installation at
A-� .S I will install this system in ac-
cordance with all the laws of the Commonwealth of Massachusetts 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 pre-
ceding the septic tank, where the grade shall not exceed 2%. I will install a con-
crete septic tank of / O -V -o 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 4 inch perforated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of .�?O 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 1/8" 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
tile 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 installation 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 not to cover any portion of this installation until approved by the
inspection officer, as provided below, and to incorporate any additional requirements
that may be attached to the permit. Plot Plans muse submitted with application.
DATE L 3 r 71
Sig ture ot Applicant
I hereby issue the above permit for the Board of Health of the Town of North ¢t',
Andover, Massachusetts. '
DATE
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
i
DATE
Percolation Test \ � �3L7LLt_lt VQ�
Garbage Grinder
A f ,k
Y/J/
Signature ofInspecting Officer
C_K -cam
I
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
�Q 0 63
� q
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Z
CQ.r�
.� y
/�
1. NAME �_��(jy�zf' (5 DATE
2. ADDRESS %.�y—� �u,> }C� /�'C [ /G LOT NO. ,Z : TEL.
3. NO. OF BEDROOMS L( DEN YES NO
4. GARBAGE GRINDER YES NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW 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—DI ROFFM7ERAGLl,,YWZi
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
R
BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS
SEWAGE DISPOSAL
DATE 6/30.171
NAME OF APPLICANT George r
lei der
LOCATION--LD-t-#25 Rrentwood Circle
Address of lot no.
BUILDING: Dwelling x Other
SYSTEM: New R Repair
GENERAL DESCRIPTION OF LAND hish
SUBSOIL: Clay Gravel_ Sand Y
PERCOLATION TEST 3 minutes per inch.
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 000 gallon capacity.
LEACH FIELD 200 lineal feet of drain pipe. `
. r ,
illiam J. Drcolli Engineer
Board of Heaft
Q
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TU IG
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8RENTw0.0 D CIRCLE—
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OL/1" r—&Ur14— / —'�F
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pa�cH Doan ,
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DRYWELL
PLAN S HOW 1 T
►� Sc�ST� o� —� rr�►�[= S F k A G E D I
BATESON .ENTERPRISES. INC. LO C AT I 0 N *26
111 .
' ARQILLA RD. /Vo,
ANDOVER, MA 01810 DN FR' M.R. ..:.
DATE'. DCT'