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/address,)- kmuo�,t Title of Hie page of T
Date File Open: Date file closed:
Doc Document/Action Title Date of Refer to other Purpose of Document/Action and notes
action Document/ document/
Num. Action Department
Board of Appeals - Board of Health - Planning Board - Conservation Commission - Building Departrne�t
r'- A V
4y' APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
Lnt #7 Farnum. St. . 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 1000 gal 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 210 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 be submitted with application.
2 feet gravel to be installed
DATE
Signature of Applicant
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 t
lvi 'a
Signatur f Inspecting Offic r
Percolation Test 7 Min Soil. Sandy Clay
Garbage Grinder
i
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
fi
ate , • -� - �
U
V.'
1. NAMECjGI.�� �-�KS f �G�r DATE
2. ADDRESS o-h, s r LOT NO. TEL.C FY
3. NO. OF BEDROOMS Y 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 DISTANCE OF WELL FROM SEWERAGE SYSTEM
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.
y! •-i
I
BOARD OF HEALTH OF NORTH ANDOVER , MASSACHUSETTS
SEWAGE DISPOSAL /
DATE
NAME OF APPLICANT IC"
LOCATION Ah--d 7
Addres of lot no,
BUILDING: Dwelling K Other
SYSTEM: New X Repair
GENERAL DESCRIPTION OF LAND
SUBSOIL: Clay__ Uavel Sand
PERCOLATION TEST 7 minutes per inch.
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK U—&-V gallon capacity.
LEACH FIELD 2_ 10 _lineal feet of drain pipe,
t
illiam J. Dr' 1, Engineer
Board of HealtW
r I _ Hil er, Richard
-"+ Lot 7, Fareham St.
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application fora permit for a sewage disposal installation at
T.n+. # _ Farnham St . 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 1000 gal* 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 _fin lineal 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
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 be submitted with application.
I
DATE June 2h._1965 j
Sigri ur 'o Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE June 12, 1965
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE
0 Signature f Inspecting Officer
Percolation Test 5 min, Soil: Gravel
Garbage Grinder '
Ij` `1u
F
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
1 r-ov G A L CI f-
1.
1. NAME - DATE
2. ADDRESS LOT NO. 7 TEL.
3. NO. OF BEDROOMS �J DEN YES NO
4. GARBAGE GRINDER YES NO X
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
g. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
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.
I
BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS
SEWAGE DISPOSAL
DATE May 15, 1965
NAME OF APPLICANT Hillner, Riachard
LOCATION Lot #7, Farnham Street
Address of lot no.
BUILDING: Dwelling X Other
SYSTEM: New X Repair
GENERAL DESCRIPTION OF LAND high
SUBSOIL: Clay Gravel X Sand
PERCOLATION TEST 5 minutes per inch.
- - - - - - - - - - - - - - - - -
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 1,000 gallon capacity.
LEACH FIELD 180 lineal feet of drain pipe.
r-jV
4Iilliam J. DrIs1coll , Engineer
Board of Healt
Hi nr, Richard
Lot #j, Farnham St.
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
T.r%t,_A J&7 Farn aT St- . 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 1000 Salo 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 FAQ lineal ( feet of effective absorption area.
The pipes will be laid on a 6inch 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 be submitted with application.
DATE i ne 24, 1965
Signat- e of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE June 12, 1965
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE
Signature of Inspecting Officer
Percolation Test 5 min# Soil- Gravel
Garbage Grinder met- .--
4
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ACHUSET
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