HomeMy WebLinkAboutMiscellaneous - 5 WOODBERRY LANE 4/30/2018V)
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UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
REGION I
u
J 'jk 60 WESTVIEW STREET, LEXINGTON, MASSACHUSETTS 02173
1,44 PRO'(Ea
May 9, 1984
1
Mr. Charles Foster
Building Inspector
Town of North Andover J /�
Town Hall /
North Andover, MA 01845
Dear Mr. Foster:
On March 8, 1984, the Driscoll Development site abutting Boxford Street,
North Andover, MA. was inspected by EPA personnel in response to your
inquiry regarding buried plastic wastes on the property.
During the inspection, air monitoring field reconnaissance instruments
did not indicate the presence of an immediately hazardous condition on
the property. The field instrument data revealed:
o Radiation (alpha, beta, gamma) - None
o Oxygen Concentration - Normal
o Combustible/Explosive Cases - None
o Hydrogen Sulfide Gas - None
o Total Organic Vapor - 0.3 ppm
Groundwater, leachate, and soil samples were taken by EPA personnel. The
results of the analysis of the samples in parts per billion (ppb) are:
o Groundwater - Toluene 70 ppb
Acetone 140 ppb
o Leachate - Benzene 53 ppb
o Soil - Fluoranthene 1500 ppb
Phenanthrene 60,000 ppb
Pyrene 600 ppb
The above results were sent to the Centers For Disease Control (CDC) in,
Atlanta, Georgia for evaluation by toxicologists and health advisors.
The CDC evaluation and the recommmendat ions of the EPA regarding the
disposition of the Driscoll Development site are:
1) Due to the presence of benzene in .the recharge area for the
lower aquifers, the groundwater at the site may be unfit for
long term human consumption. As a precaution, the present
structure(s) should remain unoccupied until the extent and
migration of onsite contaminants are defined by additional
RECY; T/r groundwater sampling and study. It may be prudent to
"1� `2 on-going construction at this time.
N'GRTH ANDOVER
80LIDING Or -'T
2) Since the existing house(s) and the on-going construction is to
be supplied by private groundwater wells for potable.water,
additional sampling must identify the total extent of soil
contamination, the total extent and migration of contamination
present in the shallow aquifer (vadose ze), and the bedrock
aquifer (saturated zone). Based upon the results of the study,
the necessity for removalf the contaminants and future land
use at the site can be evIated.
3) The appropriate town officials require the owner /developer.ofj
the property to execute the additional sampling and site #evalua-
tion. V
4) This office has notified the Massachusetts Department.
of
Environmental Quality Engineering (MA DEQE) regarding t e results
of the EPA site visit. Questions regarding the disposition of the
on-site plastic wastes, study results and technical assistance
requests -should` -be referred to the MA DEQE, Division of Solid
and Hazardous -Taste, '323 New Boston Street, Woburn, MA 01801;
•
((617) 935-2160.
5) e-ces ary, this office can provide additional technical
assistance by calling (617) 223-7265.
If you have further questions, please do not hesitate to contact me at
(617) 861-6700.
Sincerely,
Robert J. stitus saw J " -
Environmental Engineer
RTA/dah
cc: Edward Scanlon, No. Andover Board of Health
Richard Chalpin, MA DEQE.
-Boa -0A of Health
?'arUh Andover,K.ass
APPROVED DATE
Provided:
/�G-4XlI !l
Title V FAIL CK
Reg 2.5
Reg 6
Reg 10.2
Reg 10.4
SUBSURFACE DISPOSAL DFSIQB CHECK LIST
P,&I lAI
LOT # i 'tOX6" 'Si
DISAPPROM DATE
'e 7r) ooc.ez45
rThe submitted plan nrast show as a mi ni mum;
a) the lot to be served -area dimensions lot #,abutters
location and log deep observation holes -distance to ties
location and results percolation tests -distance to ties
design calculations & calculations shoz.,ing required leaching area
,location and dimensions of system -including reserve area
gexisting and proposed contours
) location any w°t areas within 100' of sewn e disposal system or
�� disclaimer -check wetlands napping
;h)surface and subsurface drains within 100' of seVage disposal
system or disclaimer
ovation any drainage easements -within 100' of serge disposal
system or disclaimer -Planning Board files
j) known sources of -water simply within 200' of serge disposal e
system or disclaimer
(k..� acation of any. proposed well to serve lot -100' from leaching facili
m�1 location of meter lines on proper ty-10' from leaching facility
�� location of benchmark
(n driveways
garbage disposals
VprZI
}to be used in construction�tlamb i e septic tank, of system -elevations of base�.n , plumb., pipe, s
distribution box inlets and outlets, distribution field piping and
0tber elevations
mayJtr..;m ground water elevation in area sewagre disposal system
S
plan must be prepared by a Professional Raagineer or other
professional authorized by law to prepare such. plans
,a Septic Tanks
a) capacities -150,% of flow, nater table, tees, depth of tees,
access, pumping
b) cleanout
C) 10' from cellar wall or ingrou d si4u-ng Pool
d) 25' from subsurface drains
It Distribution Foxes
OL) s opo gr eater than 0.08
b) suV
r' cientific
-' er vices
a
ince 19ZZ
CHEMICAL ■ PHYSICAL
r
ELECTRICAL ■ BACTERIOLOGICAL
• a F
i
TECHNICAL REPORT
prepared for
Paul E. Driscoll
Case No. 17179
New England Laboratories
300 SECOND AVENUE, P.O. BOX 521, WALTHAM, MASSACHUSETTS 02254 • 617-890-7200
TECHNICAL REPORT
07 June 1984
Page 1 of 1
CLIENT: Paul E. Driscoll
General Contractor
190 Mill Road
North Andover, MA 01845
CASE NO: 17179
REFERENCE: Per your request
PROJECT DESCRIPTION:
Analysis of one (1) well water sample for acetone, benzene and toluene.
SAMPLE IDENTIFICATION:
Two 40-m1 vials of water identified:
well water"
Sample received 6 June 1984,
METHOD OF TEST:
"379 Boxford St., North Andover,
EPA method 602. Gas chromatography with purge -and -trap concentration
and flame ionization detector.
RESULTS:
Parts per billion
(Micrograms per liter)
Acetone <20.
Benzene < 1,
Toluene 2.2
Note: A trace of an additional substance was detected in the gas
chromatogram of the submitted sample. This material was not iden-
tified. It is intermediate in volatility between acetone and benzene.
The concentration of this material is estimated to be in the part per
billion range.
Respectfully submitted,
SKIN ER & SHERMAN LABORATORIES, INC.
Harel Lacey D.
R
Chemist
HL/rm
This report is rendered upon all of the following conditions: Skinner & Sherman Laboratories, Inc. retains ownership of this report until associated submitted invoice
is satisfied. Expert witness services shall be available in conjunction with this report only if prior notification of this potential requirement was made and accepted,
before the analysis. This report is not to be reproduced wholly or in part without special permission in writing. Total liability is limited to the invoice amount. Skinner
& Sherman, Inc., Skinner & Sherman Technology, Inc., and/or New England Laboratories name and/or logos may not be used in conjunction with the contents of
this report in any advertising media. The results listed refer only to tested samples and applicable parameters. Product endorsement is neither inferred nor implied.
Skinner & Sherman Laboratories. Inc. will exercise due diligence but will not be responsible for lost or destroyed samples or evidence unless client makes appropriate
insurance coverage arrangements. Samples are held for thirty days following issuance of report. Samples will be stored at client's expense, if authorized in writing.
sk®�rner s/��er�na� ®�®r�t�►r®�� 10C.
New England Laboratories
300 SECOND AVENUE, P.O. BOX 521, WALTHAM, MASSACHUSETTS 02254 9 617-890-7200
June 12, 1954
Mr. Richard Chalpin
DEQE
323 New VUston St.
F7oburn, Mass .
Dever Air. Chapin:
Enclosed herewitih is the
well report from the Driscoll property, Lot 1
Boxford. St.
We would appreciate hearing;
from you departmuahtas to what plans you have for
further chekcing this property.
We want to be iunluded in
any future investigation of the property and would
be ready to meet with you at any time.
eery truly yours,
Gayton Osgood
Board Member
andover
Consultants 213 BROADWAY
Inc.\METHUEN, MASSACHUSETTS 01844
(617) 687-38281
DATE
f z 3 AV
TO a NORTH ANDOVER HEALTH DEPARTMENT
TOWN HALL , NO. ANDOVER , MASS
RE z SUBSURFACE SEWAGE DISPOSAL SYSTEM
/ zf�,J<s eW xD S✓ . , NO. ANDOVER , MASS.
I hereby certify that I have inspected the construction of the
disposal system at`-�T/XG�i� ,y North Andover, Mass.
and that the location and elevations are as shown on the As -Built
Drawing dated /z - Z %- e-3
YllVER 0 ULTANTSiam S. MacL od
Registered Sanitarian
This certification is notto be construed as a guarantee of the system.
Board of Health - sunc STEM Dc15 COL,(-
North Andover'KasIS
s. �
INSTALLATICK CHECK LIST LOT"
A
/,
f 4 `fo A
rl�-D
FAIL OK
1. Distance Tot
a. Wetlands
b. Drains
C., Well
2. Water Line Location
3. No PVC Pipe 11�
4. Septic Tank
• a. _Tees -_Length & To Clean Out, Covers.
b. Cement Pipe to Tank On Both Sides of Tank
5. Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal- Amounts
C. No Back Flow
6. Leach Field or Trench
a. Dimensions
b. _Stone Depth
c. -Capped-'Ezds-= _
d. Clean Double Washed Stone`
7. ch Pits
a. DimensiR
s
b. ne Dth
c. ash ds
d. Tee
e. C t Pipe to Pit - Both Sides
f. Clean uble, Washed Stone
8. No Garbage Disposal
9. Final Grading Inspection
10. Barricading Covered System
ll. As Built Submitted
_ a. Lot Location .
b. Dimensions of System
c. Location with Aegard_to Pere Test
d. Elevations
e: Water Table
Y
S
,�>42;W VT7'
W
E
D�tT ll� I6
a
BOARD OF HEALTH -
120 MAIN STREET
NORTH ANDOVER, MASS. 01845
TEL. 682-6400
June 12, 1984
Mr. Paul Driscoll
190 Mill Road Re: Lot 1 Boxford St.
No.Andover,Mass.
Dear Mr. Driscoll:
After onsite investigation of this
property and testing of the well, this Board hereby
rescinds its order of May 17,1984 restricting the
issuance of an occupancy permit for this property.
According to the reports enclosed
herewith the well water is well within the limits
considered safe for human consuption and use. We
will require that this well be retested for volatile
organics in six months from this date.
In conjunction with DEQE this Board
will continue on-going investigations of the property
to determine the extent of possible chemical contamination
and its effect over a long range period.
Very truly yours,
go;mj
cc: Chas.Foster,Bldg.Insp
Linda Cormier, DPW
John Bohenko,Ex.Sec.Select.
Rbt.Ankstitus,EPA,Lexington,Mass.
Richard Chalpin-DEQE, Woburn
Jas. Aylward,EX Sec,Sel,Boxford
Helena Brown, Mass Health Dept.
Edward J. Scanlon
Chairman
pORT1�
p� tato i 1:
BOARD OF HEALTH
+ 120 MAIN STREET
�qs00�
S4cj4uc►+us NORTH ANDOVER MASS. 01845 TEL. 682-6400
May 17,1984
Mr.Paul Driscoll
190 Mill Rd.
No.Andover,Mass.
Dear Mr. Driscoll:
According to reports we have
received from United St ates Environmental Protection
Agency there appears to be a problem with your prop-
erty on Boxford St. Copy of said report is enclosed
herewith.
In accordance with this report
and the Massachusetts General Laws, Chapter III,
Section -122A and State Sanitary Code, CMR 105,
Section 400.200 b, this Board will not allow the
occupancy of the house situated on Lot 1 until
this problem has been resolved.
If you have any further questions
you may contact me in*this office.
Very truly yours,
Michael Rosati, R.S.
Agent, Health Inspector
X;�• Is
Thomas W. Farrell
351L Boxford St.
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
351 Boxford Street . 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 150 lineal (fie) 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.
DATE"17ZlP
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE
101,
S' ature of Health Agent h1.
I have inspected the uncovered system indicated above and find everything done
as described.
DATE -1 % a
G Signature o Inspecting Officer
Percolation Test 2 min. Soil: gravel
Garbage Grinder
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
/oX,eo'?
r1 �
1. NAME4' C DATE
F
2. ADDRESS�� �� � ,, � � �� LOT 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
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 August 29, 196+
NAME OF APPLICANT Thomas W. Farrell
LOCATION Boxford 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 2 minutes per inch.
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 1,000 gallon capacity.
LEACH FIELD 150 __lineal feet of drain pipe.
William J. DkAscoll, Enginee
Board of Heal h
Bw