HomeMy WebLinkAboutMiscellaneous - 169 CHESTNUT STREET 4/30/2018 169 CHESTNUT STREET t _
210/060.0-00140000.0
t �
,No.--22-4 Fee 05.00
THE COMMONWEALTH OF MASSACHUSETTS
TCWN _OF_ NO .TH AUOI,-I,
i
BOARD OF HEALTH
Dec. - 5, 1966
Kurtz Hanson —
is hereby granted permission to install
-6ES L.—SEPTIC TANK
on the premises at 169 Chestnut St.
For- Bath House
in accordance with an application on file at this office. Said work must be done in strict
conformity with the requirements of the regulations of the Board of Health relating thereto.
-GFS WMAN OF THE BOARD OF HEALTH
Violation of any of the requirements or conditions will cause Immediate "vocation of this permit.
Hanson, Kurtz
r 169 Chestnut St./
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION PA11H HOUSE
HEALTH DEPARTMENT - NORTH ANDOVER, MASS. -
I hereby make application for a permit for a sewage disposal installation at
169 Chestmit 4+, . 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 ?Kp g2l. 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 _3,20 lineal Jagga£g) feet of effective absorption area.
The pipes will be laid on a Fin-ch 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
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE
S gnature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE
2'
•Signature f nspecting Offi er
KJ
Percolation Test 5 min. Soilt Clay
Garbage Grinder
• L
r Hansa n, Kurtz
169 Chertnut St,
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS. BATH HOUSE
I hereby make application for a permit for a sewage disposal installation at
. I will install this system in ac-
cordance with a t o 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 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 .fc�
_ lineal 1sre) feet of effective absorption area.
The pipes will be 1' 53 on a 6 inch layer 67 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
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE____ / - J- G �J
Signature of Health Agent
)
I have inspected the uncovered system indicatedabove and find everything done
as described.
DATE
Signature of Inspecting Officer
Percolation Test 5 min� $e4,1 0 Q325
Garbage Grinder
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
o7 Ll.V S G+a
4uI<--
1. NAME
2. ADDRESS rtr.�iU�u,-r ,j8 LOT NO. TEL.
3. NO. OF BEDROOMS 1 �� t�_ 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.
BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS
SEWAGE DISPOSAL
DATE Dece ^ocr 1065
NAME OF APPLICANT nurtz H Elson
LOCATION 169 Chejtnut St.
Address of lot no.
BUILDING: Dwelling Other F3ath HDuse
SYSTEM: New X Repair
GENERAL DESCRIPTION OF LAND Hi-:h
SUBSOIL: Clay X Gravel_ Sand
PERCOLATION TEST 5 minutes per inch.
- - - - - - - - - - - - - - - - -
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 750 gallon capacity.
LEACH FIELD 120 lineal feet of drain pipe.
\' LL ��/l
illiam J. r' scoll , Engi eer
Board of Heallh