HomeMy WebLinkAboutMiscellaneous - 20 CAMPBELL ROAD 4/30/2018 J _ 20 CAMPBELL ROAD
210/106.B-0064-0000.0
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UNITED STATES POSTAL SERVICE
111111
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p/ - Merc andise
7. Date o liv � �
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and fee is paid)
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Signature (Agent) F"
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PS Form 3811, December 1991 ix U.S.G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT
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WORTH ARDOV-,� or 'REH
INSTALLATION CTiECK LIST
APPROVED DATE DISAPPROVED DATE EXCAVATION OK
- RE 3S:
FAIL OK
1 . Distance To:
Wetlands `I I
Drains
W e 11.E � � ���-u-✓`�� '
?. Water Line Location
PVC Pipe
4. - k
Tee ength & To Clean Out Covers
ment Pipe to Tank - On Both Sides of Tank
5. Distribut ' x
Cove Box _
--_owing Equa
Ba _
6. L ch Field or Trench
mensio
�St one epth
ao
an Double Washed Stone
7. Leach Pits
Dimensions
Stone Depth
Splash Pads
Tees
Cement Pipe to Pit - Both Sid,
Clean Double Washed Stone
8. No Gar-cage Disposal
9. Final Grading Inspection
10. arracading Covered System,,,
11 . As Bu -l- -Sub7mZ=t d--
kation
Dimensions of System
Location with Regard to Pere Test
Elevations
Water Table
INSTALLATION CHECK LIST
APPROVED DATE DISAPPROVED DATE EXCAVATION OK
`l f� •
FAIL OK
1 . Distance To:
Wetlands
Drains
W e 11.E-• t� �, ���-��"� �
2. Water Line Location
PVC Pipe
4. - k
Tee ength & To Clean Out Covers
meat Pipe to Tank -- On Both Sides of Tank
5. Distribut ' x __
Cove Box
-lowing Eaua _ n s
Ba
5. L ch Field or Trench
mensio
—St one epth
;Pan
Double 'Washed Stone
7. Leach Pits
Dimensions
Stone Depth
Splash Pads
Tees
Cement Pipe to Pit - Both Sides
Clean Double Mashed Stone
8. No Garage Disposal
9. Final Grading Inspect _on
10. Oarracading Covered System,.
11 . As - Bu 3-1•tum
Dimensions of System
Location with Regard to Pere Test
Elevations
Water Table
c.
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20 Campbell Road
No. Andover, Massachusetts 01845
a
April 3, 1981
Conservation Commission
Main Street
No. Andover, Massachusetts 01845 3
+
Gentlemen:
Complying with the "Order of Conditions", File Number 242-85,
given to me by the North Andover Conservation Commission, issued
on March 12, 1980, 1 am writing to request a "Certificate of Com-
pliance" be issued stating that all work has been satisfactorily
completed.
Also, complying with the Order of Conditions, attached is an "As
Built" topographic plan of the area within the jurisdiction of the
Wetlands Protection Act, G.L.C. 131, 5.40, taken from the "Wetlands
Map", Page 106B, and including the subsurface disposal system for
Lot B, 20 Campbell Road, North Andover, Massachusetts.
Signed this third day of April, 1981, by:
Cli rd P. Melendy
CPM/gJ
CC: Mr. Thomas Murphy
Board of Health, No. Andover " :
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May 22, 1981
Mr. Clifford D. Melendq
20 Campbell Rd.
NoChdover, Mass.
Dear Mr. Melendy:
The as-built plan which you have filed 14th
this office for lot B Campbell Rd. is not in compliance with
the requirements of Title V or the No.Andover Board of health
Septic Tank Regulations. The plans must be dram and certified
by a design engineer who is either a registerdd sanitarian with
the Commonwealth of Mass or a certified engineer. These plans
were signed by a septic system installer.
Very truly yours,
Thomas J. Murphy
Inspector
tm,m
i
_ Arthur Hodgdon
Campell Rd.
BathHouse
APPLICATION FOR SEWAGE DISPOSAL IMULIATION
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 750 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 IAO 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 1/8" 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 the 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
Signafire of Applic t
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE
gnature 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
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BOARDC F HEALTH At
1.60
TORN OF NORTii ANDOVER, MASS.
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1. NAIM,u. � � ! '>'.": . DATE /.►'! -.�";' f;�^ .� V
2. ADDRESS 1 . . . LOP NO. TEL
�. NO. OF BEDROONS DEN YES . NO.. .
4. GARAGE GRINDER YES NO.. .
5. SHOW DIP,'IEPISIONS OF HOUSE / /J , 6 JN4-tAA�
6. SHOW DISTA14CES OF HOUSE TO ALL PROPERTY LIFE'S
7, SHOW DTIMIISIONS OF LUT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK_ OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FR.011 SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREJUVS- , DITCHES, LEDGE OUTCROP, ETC.
11, SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
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June 11, 1960
Miss Mary Sheridan R. N.
Health Agent
Board of Health
North Andover, Mass.
Dear Miss Sheridan:
An examination was made as requested in order to determine the suita-
bility of the soil for the subsurface disposal of sewage on the proposed
bathhouse building site of Arthur Hodgdon, 960 Cambell Road. The test
was made on the basis of two toilets being installed and no lavatories.
The land in general is high.
The subsoil in the area was of sandy content and a 5 minate
percolation test was conducted.
It is recommended that a 750 gallon concrete septic tank be installed
together with 160 lineal feet of drain pipe.
Very truly yours,
William J scop
WJD:hd
Lagrasse, Brian
From: Willett, Tim
Sent: Friday, September 13, 2002 3:55 PM
To: Lagrasse, Brian
Subject: sewer connections
20 Campbell, 30 Campbell, and 37 Abbott St were connected to sewer today, ok?
. 1
Address22c=/ �►�4ZV, /2 p Title of Hie
Page of
Date f=ile Open: Date file closed:
Doc Document/Action Title Date of Refer to other Purpose of Document/Action and notes
action Document/ document/
—
fWum• Action De artment
Board of Appeals - Board of Health Plannang Board - Conservation Commission -—Buil—d -----in epartrnen,t
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wML'U Vt "VMLCAU
North 1lndovRr,Mass
,: .t ✓
SUBW4FACE DISPOSAL DESICK CHH ST
LOT #
APPROVED DATE kd DISAPPROVED DATE
Provided: Reasons: `
(30
Ai_tle FAIL OK _
Reg 2.5 The submitted plan roustshot as a ffinir�uars � /
a the lot to be served-area,dimensions lot ,abutters ,,�,,
location and log deep observation holes-distannce to ties
location and results pet�eolation tests-distance to ties
d design calculations & calculations showing required leac �. •fit'/�
ocation and dimensions of system-including reserve area /
,-� ,� � existing and proposed contours
G/1, � ( location any wet areas .thin 100i of
A41 a sclaimsr-check wetlands mapping she disposal system or
c4 ( surface and subsurface drains within l00, of sewage disposal
system or disclaimer
location any drainage easements within 1001 of sesage disposal
system or disclaimer-Planning Board files
knom or
of cater supplg within 200, of stege disposal
system or disclaimer
NO location of any proposed wen to serve lot-160i from loac-bi ng facility
location of water lines on property-109 from leaching facility
m location of benchmark
} driveways
(o) garbage disposals
be used in construction
L (q) profile of systeM-elevations of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
Other elevations
} maximum ground water elevation in area se
yaage disposal system
(s) Flan must be prepared by a Professional wage
or other
professional authorized by law to prepare such plans
Reg 6 .,/ Septic Tanks
'ci$acities'_- 50% of flow, water table, tees, depth of tees,
access, pumping
Cleanout
101 Brom cellar wall or inground swag pool
(d) 251 from subsurface drains
Reg 10.2 Distribution Boxes
slope greater 0.08
Reg 10.4 b s
VYOiYYii{Y\rG VVVi Vilfil:d M&OU ♦ e
FAIL 0K
Leaching Pits
Leaching pits are pre ed Where the installation is possible
Reg 11.2 a) calculations of eaching area- zLnimum Soo sq ft
11.4 b) spacing
11.10 c surface a 2%
11.11 d; cover tenial
e)
If xls0 splash pad
f) at elbow
g) bends in pipe from d-box to pipe
Lea�chin�_Fields
Reg 15.1 no grew-an 20 minutes/inch
area-minim= 900 sq ft
15.4 construction of field
15.8 surface drainage 2 %
3.7 e) 201 from cellar wall or inground swiradng pool
Leaching Tr.enc 8
Reg 14.1 :a)-calculation of leaching area-min 500 sq ft
14.4 c) spacing-
ft min 6 ft with reserve between
14.6 d) ion
14.7 e)
14.10 f) rainage 2%
Dourihill 810 e
a) slop-" y x = to be shown)
b) y/ X 150 = (to be shown)
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Reg 9.1 a) approval
9.6 Jb) stand-by power
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SOIL PROFILE & PERCOLATION TEST DATA
Tbwn/CS �Oeo'— No.&S
Y tree Lot No.
Loc./Subdiv. Plan Owner
Investigato �/O Observer
V SOIL PROFILES-DATE
4 1. �
eve 2. Elev. 3' Elev. 4.Elev.
0 4 Z 77 0 0 0
g
1 1 1 1
\D� 2 2 2 2
I� 3 3 3 3
V
4 4 4 4
\\ 5 5 5 5
6 6 6 6
7 0 7 7 7
8 8 8 8
9 9 9 9
10 10 10 10
Benchmark Location
Elevation Datum
Percolation Tests-Date
4IZ9177
Pit Number 1 2 3 4 S
Start Saturation ��$`U 3.' U
Soak-Mins. : O /IL f,, ,
Start Test-Time ;U S
Drop of 3"-Time 2-0
Drop of 6"-Time 2
Mins.lst 3"Dro .,
Mins. 2nd 3—"Drop
Notes & Sketches on Baj�k Frank C. Gelinas & Associates, North And.
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NORTH ANDOVER BOARD OF H._.A.L TH
INSTALLATION CH K LIST
APPROVED DISAPPROVED EXCAVATION OK
Date:
Reason:
- 1. As_i.1t_Submitteci--__,_. _
Check: Lot 1 cation, dimensions of system, location in regard to
perc ation tests, depth of system, t•ra.ter table
2. Dis ce to Wetland Areas, Drains, Street & House, Drainage Easement and Wells.
3. Water e,Location
I�. No PC Pipe
5 Sept* Tank - Tees, Cem -Pipe to Tank oints on both side of Tank.
.- J�
6✓ Distri ion Box No crbox or cover,1 lines fl.oti c;ually from box.
7. =- Leach Field - Dimensions, Stone Depths, Capped ends, Clean double-.mshed stone----
8. L-eac Pits - 'meY ons, Depth o one, Splash pad tees, Gement-pipe to tank-
joi is on both sid of tank, Clean double-washed stone ---
9. No Garbage Disposals -
10. Final Grading 00arricading of sub-surface system)
LOT A .awl
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FORM - SYSTEM i VER/
BOARD OF HEALTH
SEP 2 7 1995
Commonwealth of Massachusetts
Massachusetts
System Pumping Record
System Owner System Location
9-
Date
of Pumping: �j ( � Quantity Pumped: CEJ gallons
Cesspool: No a Yes ❑ Septic Tank: No ❑ Yes
�
y- �� License #:
System Pumped b.
Contents transferred to: -S
Date Inspector
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TO: NORTH ANDOVER, MASS —,�2 19 77
BOARD OF HEALTH
FROM: DESIGN ENGINEER Re: Soil Absorption Sewage
System Inspection
This is to certify that I have inspected the construction of the said disposal system at
L Q T /I (f/9 m ✓0l '�F North Andover, Mass.
SITE LOCATION
The grades and construction are as specified in my plans and specifications dated
;H Of
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e . P °.E 'Meer/Reg.(Sanitarian
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