HomeMy WebLinkAbout1998-11-19 Traffic Response Comments SPR Aug-17-98 12 :49P OJK &, Associates , Inc. P.02
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DJK �3�rr7uN .l, Kelly Associates, Inc.
Traffic.Eiiginoorin€VTf;in sporialion Planning
Two Dun(.1(16 Park, Suite 301
Andover. MA 01 8 1 0-372
Office. 978-474-1994
Fax,978-474-1778
MEMORANDUM
TO: Mr. Paul Hajec FROM: DJK Associates, Inc.
Hajec Associates, Inc, Two Dundee Park, Suite 301
375 Common Street Andover, MA 01810-3725
Lawrence, MA 01840 office: 978-474-1994
Fax: 978-474-1778
SUBJECT: Hillside Road Office Development RIFF: 362-3.1
North Andover, MA
DATE: August 13, 1998
As we discussed on Wednesday, August 12, 1998, the following is In response to
comments dated August 12, 1998 relative to your review of the Traffic Impact& Access
Study(TIAS) conducted for the above referenced project:
COMMENT NUMBER 1
Need Clarification or Additional Evaluation/Information
The historical traffic volume summary in Table 2 of the TIAS indicates an actual
ava(age annual growth rate of 2.1% at a nearby MHD permanent count station. An
average annual growth rate of only 1% was used in calculations of No Build traffic flows
in the TIAS. This difference should be explained.
RESPONSE
This procedure has been followed in other similar Traffic Impact and Access Studies
recently completed in North Andover. Furthermore, comparing the existing traffic
volume condition with 2003 No build traffic volumes, the effective background traffic
growth rate varies from 6.4% to 9.6% along Route 125 which accounts for the four
significant development projects known at the time of the initial traffic study.
362-mom 1181131A91
Aug-17-98 12 :49P DJK &rAssociates , Inc P.03
Dcrrnpt J. Kelly Ass(.')rJ 3tes, Inc.
Treat(; Eengincc;rif'sg/lransportalioii Planning
Mr. Hajee
August 13, 1998
Page 2
COMMENT NUMBER 2
A sight distance evaluation for the study area intersections (including the Hillside
Road/Site Drive location) is not provided. (Hajec Associates, Inc. has conducted a
sight distance evaluation of these intersections and determined that distances are/will
be adequate. Thus, no further work is required on this issue.)
RESPONSE
No further response necessary.
COMMENT NUMBER 3
Study area accident data has not been provided. A summary of data for the most
recently available three-year period is suggested.
RESPONSE
Accident data was provided at our August 12th meeting. There were 10 reported
accidents during 1994 and 1995 (the last two complete years of available accident
data), Ninety percent of those accidents were property damage only with the remaining
10% (1 accident) involving a personal injury. Sixty percent involved an angle type
collision; 40% were rear end type collisions. Forty percent (4 accidents) occurred
during the 7-9 AM and 4-6 PM peak hours. Of those tour accidents over two years, two
were angle type collisions and two were rear and type collisions.
COMMENT NUMBER 4
The project trip distribution/assignment was based on existing peak hour traffic flow
distribution in the study area (73.9% southbound in the AM and 74.9% northbound in
the PM). This existing distribution may be biased by the heavy use of Route 125 as a
commuter route to Boston (via Route 93). It would be better and more realistic to
develop the project distribution using Journey-to-Work data for Andover/Norih Andover
from the United States Census.
RESPONSE
As we discussed, even if the journey4o-work data revealed a different trip distribution
pattern, the finding of the study would not change.
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Aug-1 7--98 12 :49P C.?JK &,. Assoc i atQs , 1 he. P,04
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JDermot J. Kully Associates, Inc.
Tgiffic: Engineef'IngfTranr.;p()rl ition Planning
Mr. Hajec
August 13, 1995
Page 3
COMMENT NUMBER 5
A summary table of peak hour net vehicle and percentage traffic increases on study
area roadways Is not In the TIAS. This summary is a typical traffic study element and
should be presented in a response document.
RESPONSE
The percent increase in traffic this project would generate over existing traffic is as
follows:
Location AM Peak Hour PM Peak Hour
Route 125 South of
Hillside Road d 5
Route 126 North of
Hillside Road 1 1.4
Hillside Road 44.2 35.7
East of Route 125
COMMENT NUMBER 6
Level of Service (LOS) calculations and results are not presented for the Hillside
Road/Site Drive intersection. These calculations and results should be part of the
response document. The introductory portion of the TIAS indicated that this
intersection was a part of the study area and implied that such calculations would be
forthcoming.
RESPONSE
As we discussed and you agreed, the LOS at the Site Drive would be in the LOS A
range due to the relatively low level of traffic both on Hillside Road and generated by
the site.
COMMENT NUMBER 7
The LOS results for Route 125/Hillside Road indicate that the addition of site-generated
traffic would increase average PM peals hour delays for turns from the westbound
approach by 38 seconds. This warrants further discussion from the proponent's traffic
consultant. It is also hoped that actual delays to this movement will be verified during
the joint site visit between Hajec Associates, Inc. and DJK.
302•meml fall 319til
Aug--17-98 12 : 50P DJK &. Associates , Inc.
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DJKDGvrnnt J. Kelly Associates. Inc.
Traffic EngineerirrglTran;;rxo�rl;3tion Planning
Mr. Hajec
August 13, 1998
Page 4
RESPONSE
As we discussed, the 38 figure referenced above is the increase in demand, vehicles
per hour, and not seconds. As we observed between 5:22 and 6:1 g PM on
Wednesday, August 12, 1998. the maximum queue on Hillside Road was 3 vehicles
which occurred once, At other times during our observation period the Hillside Road
queue varied from D to 2 vehicles, indicating that there is more than sufficient capacity
for this intersection to accommodate the anticipated site-generated traffic.
The Route 125 northbound queue from Route 114 back up across Hillside Road
between 5,38 and 5:53 PM. This queue generally cleared the Hillside Road
Intersection and then backed up across the intersection coincidentally with the traffic
signal cycle at the intersection of Route 125 and Route 114. Vehicles exiting Hillside
Road during this period did so without exceeding a queue of more than two vehicles.
COMMENT NUMBER 8
Hajec Associates, Inc. concurs with the suggestion of a need for the operational/safety
improvements mentioned for Route 125/Hillside Road in the TIAS. The proposed
signage, pavement marking, and minor geometry improvements mentioned for Route
125/Hillside Road, however, need further clarification. Specifically, the type, schedule,
and responsibility (financial and construction) olements for implementation need to be
explained.
RESPONSE
The proponent would assume the responsibility of implementing the mitigation
measures suggested in the Traffic Impact and Access Study, assuming the Town
approves of these measures and that the project is approved with all necessary permits
and approval acquired and the project proceed to construction and occupancy. The
Massachusetts Highway Department (MHD) planned improvements for this intersection
are in the conceptual planning process with additional detailed information unknown at
this time. As we discussed, the MHD has Indicated to us, "it has been determined that
this project does not exceed any of the threshold that would create a substantial
increase or impact on the existing traffic." See MHD letter dated April 15. 1998.
COMMENT NUMBER 9
Alternative access plans were not considered in the TIAS. Two additional options for
primary and secondary access for the site would be via a connection to the Chestnut
Green office complex and via a direct connection to Route 125. The viability and
feasibility of these alternatives should be discussed. The Chestnut Green alternative
would mitigate the need for a new curb cut on Hillside Road (directly opposite
residential uses).
352•105rn1 i9/131861
Aug-17-96 12 . 50P E3.7K &.,Associates , It-tc. P.06
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Dermot J. Kelly AssuCi3res, Inc.
Trsiffic Engineermq/Transpodation f E,inning
Mr. Hajec
August 13, 1998
Page 5
RESPONSE
As we discussed, all alternatives, practical and non-practical alternatives, were
considered for access to the site. Access through Chestnut Green was considered as
not practical since:
(1) Tha Chestnut Green parcel is private property and the proponent has no rights of
access and/or egress.
(2) Access to and/or egress from the site via Chestnut Green would require a wetland
crossing on the project site and on the Chestnut Green site.
(3) The Chestnut Green site was not designed to accommodate access to and/or
egress from this site.
Similarly, accoss/egress to this site along Route 125 is not practical for the following
reasons:
(1) The Right-of-Way line along Route 126 adjacent to the site is a no access line,
consequently, the MHD would not grant access to this from Route 125.
(2) There is approximately 400 feet between the median openings on Route 125
between Hillside Road and Merrimack College. Locating a driveway midway between
these openings would require entering traffic from the north to cross 3 lanes of
northbound Route 125 traffic over a 200-foot distance, Similarly. exiting traffic heading
south would be required to cross 3 lanes of northbound traffic to U-turn at the
Merrimack College Driveway.
As we discussed and you agreed, considering all issues and independent of the Route
125 no access line, the proposed location of the site access/egress drive is the most
appropriate location for this project. The driveway Is located along Hillside Road to
provide for sufficient storage of vehicles queued on Hillside Road at the Route 125
intersection. Locating the driveway further to the east would not minimize the impact of
the site-generated traffic into the adjacent residential neighborhood.
COMMENT NUMBER 10
In the absence of a legal agreement for shared use, the potential for site traffic using
the Hillside Road (rear) driveway to Chestnut Green as a by-pass to Route 114 should
be discussed. Even though speed bumps are present throughout the Chestnut Green
parking and driveway areas, it Is not clear that this world be an unfavorable route (from
a travel time standpoint) to motorists exiting the new project, particularly during the PM
peak commuter period (when northbound traffic on Route 125 is heavy and
queues/delays at the Route 125/Route 114 intersection are long).
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Aug-17-98 12 : 51P DJK & Associaties , Inc. P.07
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DOM Derinot ,i. Kelly Assogiatc:s, it,(_
Mr. Haj®c Traffic Cngineeringtiransportation Pltinniny
August '13, 1998
Page 6
RESPONSE
As we discussed, although signage is present prohibiting cut-through traffic, a minor
amount of traffic currently cuts through Chestnut Green office complex. This is a
private property enforcement issue which is not controlled by the proponent of this
project.
COMMENT NUMBER 91
The potential for site exiting traffic using the west side of Hillside Road as a by-pass (to
obtain access to Route 495 in Andover, etc.) should be discussed. This seems likeiy
as an option when considering the delays along the "primary" route (Route 114
westbound). The movement across six lanes of traffic on Route 126 that would be
required to access the Hlllslde Road by-pass route would be compromising, from a
safety standpoint
RESPONSE
As we discussed, a review of existing traffic patterns does not substantiate the use of
this by-pass route.
In Summa
As we discussed and agreed, the site access drive is appropriately located and the
Hillside Road/Route 125 intersection can accommodate the relatively small amount of
traffic anticipated to be generated by this project.
162 mom 1(8113199)
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COMMUNITY DEVELOPMENT AND SERVICES ° ..'
30 School Street
North Andover, Massachusetts 01845 4A 41,AP"'gay*
WMLIAM 1. SCOTr SSAcllusk
Director
September 10, 1998
Mr. Paul Hajec
375 Common Street
Lawrence, MA 01840
Re: Executive Quarters—Site Plan Review
Access to and from the Site
Dear Mr. Hajec,
At the August 18, 1998 Planning Board meeting, the Board discussed several options for access
to the proposed Executive Quarters office building on the corner of Hillside Road and Rt. 125. 1
have spoken with Dermott Kelly, the applicant's traffic engineer, as well as Mike Karas fiom
MHD regarding these options as follows:
Enter and exit from Rt. 125 with a cut in the existing edian strip on Rt. 125: This option would
keep all traffic from the proposed office building away from Hillside Road. However, Mr, Karas
and Mr. Kelly stated that the MHD would not support this option for the following reasons:
• The median strip is only 400' long and generally breaks in medians should be no closer than
500' apart, a cut in the median here would provide significantly less than the require 500'
between breaks.
Any break in the median strip here would cause an unsafe condition for the cars traveling
along Rt. 125.
• Rt. 125 is a limited access highway therefore any proposed curb cut into Rt. 125 would
require a lengthy application process which would probably not be supported by the State.
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
1
Enter and exit from Rt. 125 at the existing median cut at the entrance to Merrimack College: This
option would keep all traffic from the proposed office building away from Hillside Road.
However,this option would also not be supported by MHD for the following reasons:
1
• Rt. 125 is a limited access highway therefore any proposed curb cut into Rt. 125 would
require a lengthy,application process which would probably not be supported by the State.
• Mr. Karas stated that he would definitely not support lining up the proposed driveway with
the opening in the median strip as he is concerned about the overall safety of cars traveling
on Rt. 125.
• Additionally, there are wetlands in the vicinity of the proposed driveway therefore this
proposal would not be supported by the Conservation Commission.
Exit only with a right hand turn only onto Rt. 125: This option would channel the exiting traffic
away from Hillsdie Road, Again, MHD would not support this option for the following reasons:
• Rt. 125 is a limited access highway therefore any proposed curb cut onto Rt. 125 would
require a lengthy application process which would probably not be supported by the State.
• Mr. Karas would again be concerned that people exiting the site would attempt to turn left
thereby causing a safety hazard to cars on Rt. 125.
Entrance and exit with a right hand turn only on Hillside Road: Dermott Kelly has submitted a
revised plan showing this option with a delta island that channels the cars to the right. This
would keep traffic from exiting through the residential neighborhood and through the Chestnut
Green Office park. This option would also not require a specific permit from MED.
Entrance and exit with a right Band turn only and a dedicated turnin lane on Hillside Road:
This option would still require a change of access permit as the limited access line reaches the
edge of the eAting Hillside Road ROW however, according the Mr. Karas, this permit may be
supportable by the State as it would improve the safety of the intersection and would also
respond to the neighborhood complaints. Easements would need to be obtained from the
applicant to crate this turning lane. This option would also provide additional stacking space for
cars exiting the office building. This option appears to best the most viable solution.
Mr. Karas also suggested that the applicant study the intersection of Hillside Road and Rt. l25 to
determine what overall improvements could be made as a whole to improve the existing
situation. He mentioned a request from a resident to have the radius of the island in Hillside
Road reduced. This will occur in conjunction with all of the traffic improvements proposed-in
Andover along Rt. 125. Do you have any general thoughts on what improvements could be made
to the Hillside Road/Rt. 125 intersection as a whole?
I would like your input on these different options.
1
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I would like to know what information would need to be provided to the MHD for a change of
access permit and what type of process is involved with the application. Are there "warrants" for
an access permit as there are with a traffic light? Mr. Karas implied that the number of trips
generated was not a factor. At one point the Planning Staff had discussed channeling the traffic
from Chestnut Green through this project and out onto Rt. 125, thereby keeping all of the
commercial traffic off of Hillside Road. One of the reasons behind this option was to increase
the traffic flow coming out onto Rt. 125 to make the access permit application more favorable.
I would appreciate any thoughts you may have regarding the traffic issues raised by this project.
I will need your comments in writing by the end of the day on Thursday October 1, 1998 in
order for your comments to be included in the Planing Board packets. I would also like you to
attend the Planning Board on October 6, 1998 to discuss this issue in more detail.
If you have any questions or need additional information, please do not hesitate to contact me at
688-9535.
Very truly yours,
Kathleen Bradley Colwell
Town Planner
cc, Planning Board
W. Scott,Dir, CD&S
J. Rand,DPW
J. Chessia,Coler&Colantonio
Sgt. Soucy,Police Dept.
M. Karas,MHD
K, Granostaff,Mesiti Development
P.Marchionda,Marchionda Associates
D. Kelly,DJK
DJ;K Dermot vdly Associates, Inc. 1!
Traffic Engineering/Transportation Planning
Two Dundee Park, Suite 301
Andover, MA 01810-3725 i
Office: 978-474-1994
Fax: 978-474-1778
Ref: 362 , 1, r
0
September 21, 1998
,S f
V' 1
Mr. Eric W. Botterman, P.E.
District Highway Director
Massachusetts Highway Department
District 4
519 Appleton Street
Arlington, MA 02174
Attention: Ms. Judy Veria
RE: Proposed Office Building
Route 125 and Hillside Road
North Andover, MA
Dear Judy:
Enclosed please find a Conceptual Access Plan for the proposed Executive Quarters
Office Building in North Andover, MA which graphically presents the proposed Office
Building and the proposed improvements to the intersection of Route 125 and Hillside
Road. During the review of the proposed Office Building, the Town of North Andover
has requested the applicant, Mesiti Development Corp. to pursue the possibility of
requesting the Massachusetts Highway Department to change the status of the Limited
Access Line along Route 125 between Stations 44+54 and 44+67 in order to construct
the intersection improvements as shown on the attached plan.
Please review the enclosed plan and issue a change to the Limited Access Line.
Please do not hesitate to call me with any questions, comments and/or if you require
any additional information. Thank you in advance for your attention to this matter.
Sincerely,
D OT J. K Y & 5 TES INC.
r -
Dermot J. Kelly, E.
President
Enclosure
cc: Kathleen Colwell, North Andover Town Planner
Ken Grandstaff and Tony Mesiti, Mesiti Development Corp.
Paul Marchionda, Marchionda Assoicates, LLP
File
;u o
Y
DJK
Dermot J. Kolly Associalos, Inc.
Traffic:t nginc:c-;ringl"fl-ansportation Planning
Two Dundoe Park, Suite 301
Andover, MA 01810-3725
Office: 973-474-1994
Fax:978-474-17 73
Ref: 362
It
September 3, 1998
Ms. Kathleen Colwell
Community Development
384 Osgood Street
North Andover, MA 01845
RE: Executive Quarters
Hillside Road
Dear Kathleen:
Pursuant to the August 21, 1998 Planning Broad Hearing for the proposed office
building, Executive Quarters, we developed a plan showing a right turn out only egress
drive from the site directly onto Route 125. 1 presented that plan to the Massachusetts
Highway Department (MHD) on September 2, 1998. MHD told me that they would not
approve of a direct access to Route 125 from this site independent of the Limited
Access Line. It is MHD's opinion that this site is totally different then the Osco Drug
parcel. It is MHD opinion that any access along Route 125 between Hillside Road and
the Merrimack College median break would create an unsafe condition to the general
travelling public along Route 125 and Hillside Road as well as the potential traffic
generated by this site. Furthermore, it was MHD opinion that the proposed driveway
opening along Hillside Road adequately accommodates access to and egress from this
site.
In addition to continuing to explore access alternatives, we have modified the Hillside
Road driveway to direct traffic towards Route 125, right turn out only as suggested by
the Town's traffic consultant, Paul Hajec. On the enclosed plan, the Hillside Road
driveway was modified with a delta island, No Left Turn signs and a potential
landscaping area on the south side of Hillside Road.
362-1-105-Kathleen Colwell North Andover
1 t y
DJKDort-not J'...Kelly Associates, Inc.
iiafflc En( Planning
Ms. Kathleen Colwell
Community Development
September 3, 1998
Page 2
Please review the enclosed plan and call me with any questions and/or comments that
you might have.
Sincerely,
DERMOT J. KELLY ASSOCIATES INC.
911 -e-16 L
911W;14
Dermot J. Kelly, PE
President
Enclosure
DJK/hap
cc: Mike Karas, Massachusetts Highway Department
Paul Hajec, Traffic Consultant (w/plan)
Ken Grandstaff, Mesiti Development Corp. (w/plan)
Paul Marchionda, Marchionda Associates, L.P. (w/plan)
File
298-Itr7.doo
Gkec G
DJKDcern-t J. K-H-Assccdales, !no.
Traffic Engineering/Transportation Planning
Two Dundee Park, Suite 301
Andover, MA 01810-3725
Office: 978-474-1994
Fax:978-474-1778
Ref: 362
FU
September 23, 1998
A
Mr. Jim Rand
Department of Public Works
384'Osgood Street
North Andover, MA 01845
RE: Executive Quarters
Hillside Road
Dear Jim:
Ai the request of Kathleen Colwell, enclosed please find a Conceptual Access Plan for
the proposed Executive Quarters Office Building to be located at the intersection of
Route 125 and Hillside Road. Please review the enclosed plan and call me with any
questions and/or comments that you might have.
Sincerely,
DERMOT J. KELLY ASSOCIATES INC.
DermotJ. Kelly, PE
President
Enclosure
DJK/hap
cc: Kathleen Colwell, Planning Department (w10 plan)
Ken Grandstaff and Tony Mesiti, Mesiti Development Corp. (w/o plan)
Mike Medeiros, Mesiti Development Corp. (wl plan)
Paul Marchionda, Marchionda Associates, L.P. (w/o plan)
File
362-1_t07-Jim Rand North Andover DPW
DJKDermot J. Kelly Associates, Inc.
Traffic Engineering/Transportation Planning
Two Dundee Park, Suite 301
Andover, MA 01810-3725
Office:978-474-1994
Fax: 978-474-1778 �� (
1
Ref: 362
October 2, 1998
Mr. Gerald Soloman
t .
Director of Right of Way
Massachusetts Highway Department
10 Park Plaza, Room 6160
Boston, MA 02116-3973
RE: Proposed Intersection Improvements
Route 125 and Hillside Road
North Andover, MA
Dear Mr. Soloman:
Enclosed please find a Conceptual Plan for the proposed improvements to the Hillside
Road East approach at the Route 125 intersection in North Andover, MA. We have
consulted with the Massachusetts Highway Department (MHD) District 4 office on this
issue and they have directed us to your office to initiate the process that would allow
the proponent to construct the intersection improvements on behave of the town of
North Andover as part of the construction of the proposed Executive Quarters Office
Building, These improvements are currently not a requirement of the project, however
the proponent is willing to construct these improvements with the appropriate MHD
approval. The proposed intersection improvements would require Hillside Road to
cross the Limited Access Line along Route 125 between Stations 44+54 and 44+67, 13
feet. Presently, Hillside Road East provide access to and egress from a residential
neighbor and the Chestnut Green office building located on Route 114. Since we are
in the approval process with the town, we would like to know first if these improvements
to Hillside Road are acceptable to the Massachusetts Highway Department and
secondly, we would like to know what is required from MHD to obtain final approval
Upon your review of the enclosed plan, please do not hesitate to call me with any
questions, comments and/or if you require any additional information. Thank you in
advance for your attention to this matter.
Sincerely,
DE WKELLIATES INC.
DermPresiden
Enclosure
cc: Kathleen Colwell, North Andover Town Planner
Ken Grandstaff and Tony Mesiti, Mesiti Development Corp.
Paul Marchionda, Marchionda Assoicates, LLP
362-LT08 Soloman,Gerald Change of AGC;10/02/98
DJKDermot J. Kelly Associates, Inc.
Traffic Engineering/Transportation Planning
Two Dundee Park, Suite 301
Andover, MA 01810-3725
Office: 978-474-1994
Fax: 978-474-1778
0
Ref: 362
Via Priority Mail
October 2, 1998 '
Mr. Richard Burke
Property Management Division
Massachusetts Highway Department
10 Park Plaza, Room 6160 I
Boston, MA 02116-3973
RE: Proposed Intersection Improvements
Route 125 and Hillside Road
North Andover, MA
Dear Richard:
Enclosed please find a Conceptual Intersection Improvement Plan for the proposed
improvements to the Hillside Road East approach at the Route 125 intersection in
North Andover, MA. The enclosed plan includes some minor revisions from the
previous plan, which were incorporated at the request of the town. Also enclosed,
please find a copy of a Traffic Impact and Access Study that was completed for the
project. Upon your review of the enclosed plan, please do not hesitate to call me with
any questions, comments and/or if you require any additional information. Thank you
in advance for your attention to this matter.
Sincerely,
DERMOT J. KELLY ASSOCIATES INC.
i
Dermot J. Kelly, P.E.
President E
I
Enclosure
cc: (w/plan)
Jim Rand, Director of Engineering - Town of North Andover E
Kathleen Colwell, North Andover Town Planner
Ken Grandstaff and Tony Mesiti, Mesiti Development Corp.
Paul Marchionda, Marchionda Assoicates, LLP
File f
f
362-LT10 Burke,Richard Property Management; 11 im/9a
DJKDorrnot J. Kelly Associates, Inc.
T raffic E'.'n g i nee rin gfri-an s portation Planning
Two Dundee Park, 13uite 301
Andover, MA 01810-3725
Office:978-474-1994
Fax:978-474-1778
Ref: 362
October 19, 1998
Ms. Kathleen Colwell
Community Development
384 Osgood Street
North Andover, MA 01845
RE: Executive Quarters
Hillside Road
Dear Kathleen:
Enclosed please find Conceptual Access Plan — Alt. 4 (Hillside Road Right Turn Lane
Onto Route 125) dated 10/19198 with revision number 3 dated 10/19/98. This plan was
presented at the last Planning Broad Hearing on Tuesday, October 20, 1998,
Should you have any questions and/or comments please do not hesitate to call me,
Sincerely,
DERMOT J. KELLY ASSOCIATES 1.C.
Dermot J. Kelly, PE
President
Enclosure
DJK/hap
cc: Ken Grandstaff, Mesiti Development Corp. (w/o plan)
Paul Marchionda, Marchionda Associates, L.P. (w/plan)
File
362-UO9-Kathleen Colwell North Andover