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APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
Z�� a6 �i7Zc�Qe, 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 pA
ceding the septic tank, where the grade shall not exceed 2%. I will install a c,oy
Crete septic tank of /&----c in size. A manhole (s) permitting easy cleaning
co
will be provided with removable ver (s) of iron or concrete within 12 inched �, f
the ground surface. I will provide subsurface disposal field with 4 inch perforcated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of 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 sial r
material to a height of 2 inches above the crown of the pipe. The joints of th 6e'
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 stiZne.
The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No +s$ngle
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 11-1,7- -71
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Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE // 1;7- 71
Signa ure of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE _
Signature of Inspecting Officer
Percolation Test h `4
Garbage Grinder plc _J(' ILA 0 p-f— �--
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Julius Kay, M.D., Chairman
R. George Caron
Edward J. Scanlon
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TOWN OF NORTH ANDOVER, MASS.
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1. NAME Ronald Pariseau DATE September 10, 1971
2. ADDRESS 2 Marbleridge Road LOT NO. B TEL.�755556
3. NO. OF BEDROOMS DEN YES NO X C /4 L
4. GARBAGE GRINDER YES NO X J7 ;{
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.
` APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
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 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 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 leas 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
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
Signature of Inspecting Officer
Percolation Test
Garbage Grinder
BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS
SEWAGE DISPOSAL
DATE
NAME OF APPLICANT Ronald Pariseau
LOCATION Marblerid,ge Road — Lot B
Address of lot no.
BUILDING: Dwelling X Other
SYSTEM: New X Repair
GENERAL DESCRIPTION OF LAND Low & Wet
SUBSOIL: Clay__X_ Gravel Sand
PERCOLATION TEST ! 6 minutes per inch.
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MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 1.000 gallon capacity.
LEACH FIELD 2.00 lineal feet of drain pipe.
3 foot gravel under bed.
William J. Driscoll , Engineer
Board of Health