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Finance Committee - Agenda - 2/1/2017 - P41

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
41
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

The following are the names and addresses of the emergency services or public transportation officials presumed to be
affected; however, the completeness of the list is not guaranteed.

Nashua Fire Department Nashua Police Department
70 East Hollis Street 0 Panther Drive

Nashua, NH 03060 Nashua, NH 03062
Telephone: (603) 594-3654 Telephone: (603) 594-3500
Attn: Chief Steven G. Galipeau Attn: Chief Andrew J. Lavoie
NH Department of Transportation Greenman-Pedersen, Inc.
Highway Maintenance District #5 181 Ballardvale Street, Suite 202
16 East Point Drive Wilmington, MA 01887
Bedford, NH 03110 Telephone: (978) 570-2999
Telephone: (603) 666-3336 Attn: John Osorio

Attn: Richard Radwanski Email: josorio@gpinet.com
City of Nashua Engineering Department 9 Riverside

Street

Nashua, NH 03062

Telephone: (603) 589-4700 Attn: Wayne

Husband

SECTION 106 — CONTROL OF MATERIAL

Amend Subsection 106.01, Source of Supply and Quality Requirements, with the following:

All materials installed under this Contract shall be listed on the NHDOT Qualified Products List as appropriate, unless
otherwise specified in these Construction Specifications. A list of materials proposed to be installed shall be provided
by the Contractor to the Engineer and the City.

Amend Subsection 106.03, Samples, Tests, Cited Specifications, with the following:

Material sampling and testing is to be in accordance with NHDOT procedure for progress and performance. Testing is
to be provided by the City as administered through the Engineer. The schedule of testing is to be established by the
Contractor in accordance with Section 106 of the NHDOT Specifications.

Additional testing required for the Contractor's information may be provided by the same testing agency but will be
at the Contractor's expense. The Contractor will be responsible for any charges to the City from the testing agent that

result from a delay in testing procedures after being scheduled due to ongoing construction operations or an
unprepared site.

See also Section 13.03 of the General Conditions for additional information.

Amend Subsection 106.06, Storage and Handling of Materials, with the following:

The Contractor shall not store equipment, construction vehicles, and materials within the clear zoned of the traveled
way. Location of storage areas within the right-of-way will be subject to the approval by the appropriate agency. The
Contractor shall maintain a clear travel-way for emergency vehicles and general access to abutting properties at all
times.

Construction Specifications.doc 8-4

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Finance Committee - Agenda - 2/1/2017 - P41

Finance Committee - Agenda - 2/1/2017 - P42

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
42
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

No operation shall be conducted on or near the traveled lanes or roadway shoulders without first erecting signs,
lights, and barricades, as required and prior to approval of the Engineer. If such operations result in traffic backups,
they shall be immediately discontinued.

SECTION 108 — PROSECUTION AND PROGRESS

Replace Subsection 108.03A, Progress Schedule, with the following:

The Contractor shall provide the Engineer with a proposed schedule of operations. The schedule of operations shall
include a plan of his construction procedures and the safety measures he will use during the prosecution of the work.
The City and/or the Engineer shall review the schedule for general Contract compliance, but will not be responsible
for the Contractor's operations or safety procedures. The schedule also shall include the time the Contractor
proposes to complete the various items of work. The schedule of operations shall be submitted five (5) days after the
award of the contract.

Amend Subsection 108.03C, Traffic Control Plan, with the following:

The following Standards and Specifications are considered to be part of the Traffic Control Plan and Contract
Documents.

Sections 618 and 619 of the NHDOT Standard Specifications, 2016 edition as amended
NHDOT Work Zone Traffic Control Standard Plans

Manual on Uniform Traffic Control Devices (MUTCD), 2009 edition

State of NH Flagger Handbook

In addition to the above, Daniel Webster Highway and Graham Drive serve existing businesses, and shall remain
open to traffic at all times during construction.

Replace the second paragraph of Subsection 108.04, Limitation of Operations, with the following:

For the purposes of scheduling, the Contractor shall assume that no work will be performed on public ways on
Saturdays, Sundays or Holidays. Work also will not be allowed on public ways on the day before or the day after a
long weekend that involves a Holiday without the approval of the City and the NHDOT. Hours of work on public ways
shall be limited between 9:00 AM and 3:00 PM, unless approval is granted by the governing authority, and may be
further restricted by local permits.

No work is to be performed in the immediate vicinity of any electric or telephone company utility poles, structures or
wires without prior notice (at least 48 hours) to the affected company.

SECTION 615 — TRAFFIC SIGNS
Method of Measurement Replace Section
4.4 with the following section:

4.4 Removing traffic sign will be measured as a unit, regardless of size or type. A unit will include all footings to a
minimum of 1 foot below finished grade, posts, mounting hardware and all signs on the same post.

Construction Specifications.doc 8-5

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Finance Committee - Agenda - 2/1/2017 - P42

Finance Committee - Agenda - 2/1/2017 - P43

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
43
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

Basis of Payment Replace Section
5.2.1 with the following section:

5.2.1 Removing traffic sign will be paid for at the Contract unit price per each unit.

SECTION 616 - TRAFFIC SIGNALS
Description Section 1.1, revise
in its entirety to read as follows:

The work to be done related to traffic signal installation consists of furnishing and installing a new traffic signal mast
arm assembly at the northeast corner of the intersection of Daniel Webster Highway and Graham Drive, complete
with vehicle detection (video cameras), signal heads, foundation, conduit and all necessary fittings, wire and cable,
and all other equipment, materials and incidental costs necessary to furnish, install and program a complete and
functioning traffic control system as specified and as shown in the contract documents.

The Contractor shall note that the City of Nashua specifies Eagle Traffic Control Systems (ETCS) products in its traffic
control signal systems. Traffic signal equipment specified for this project shall be as manufactured by ETCS or
compatible with ETCS equipment. The proposed Video Detection Cameras shall be compatible with the existing Video
Detection System, and shall tie into the existing Video Detection System.

The existing signal installations to be removed and stacked under Item 616.101 shall be maintained in operation
throughout the construction period and until the new signal system is ready for operation. The contractor may install
temporary supports for signal heads as necessary to allow for construction activities. Any temporary installation shall
be in conformance with the MUTCD in every case. If an existing signal is to be turned off temporarily to allow
controller switchover or requiring temporary turn- off, a police detail(s) shall be used to control traffic at the
intersections until stop-and-go operation is restored.

The work shall also include the removal, transporting and stacking at the Nashua Department of Public Works
maintenance yard of certain individual parts of the existing traffic signal equipment. The items to be removed and
stacked shall consist of the signal heads and lenses (complete), signal posts and bases, and aluminum mast arms,
poles and bases. The work shall also include the excavation and backfilling with compacted gravel of the holes
resulting from the excavation of the foundations and the replacement, in kind, of any surface material disturbed. All
work under these items shall conform to the relevant provisions of Section 616 of the 2016 NHDOT Standard
Specifications, the 2009 Manual on Uniform Traffic Control Devices (MUTCD), the 2010 Standard Plans for Road
Construction and the following technical provisions.

Add Section 2.1.3 to read as follows:

2.1.3 List of Major Materials:
2 - Video Detection Cameras (Tie into existing camera system).
5 - One-way, three-section, 12-inch aluminum signal heads with LED modules type, mounted on mast arms,
with 5-inch louvered back plates.
1 - Galvanized steel 45-foot mast arm assembly with Luminaire.
Location: Northeast Corner of Daniel Webster Highway @ Graham Drive

Construction Specifications.doc 8-6

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Finance Committee - Agenda - 2/1/2017 - P43

Finance Committee - Agenda - 2/1/2017 - P44

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
44
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

Section 2.2, Traffic Signal Heads, amend to include the following:

Signal heads shall be rigid mounted on mast arms, with the bottom of all signals at the same height. All traffic signal
ienses shall be 12” in diameter uniess otherwise noied on the plans.

Signal heads shall be made of aluminum and conform to Materials Section 2.2 of Section 616 of the NHDOT Standard
Specifications.

Section 2.4.1.2; revise in its entirety to read as follows:

2.4.1.2 Concrete foundation shall be concrete Class B meeting the requirements of Section 520. Reinforcing steel
shall meet the requirements of Section 544. The mast arm foundation can be either a spread footing or cored
pier footing as described in further detail in the geotechnical evaluation memo provided with these Contract
Documents.

Construction Requirements Add the
following subsections to Section 3.1 to read as follows:

3.1.3. No work shall be commenced by the Contractor until approval of the shop drawings and the manufacturer's
data has been received in writing from the Engineer. Approval of these drawings shall be general in character and
shall not relieve the Contractor from the responsibility of, or the necessity of, furnishing materials and workmanship
conforming to the plans and specifications.

3.1.4 The Contractor shall deliver to the Engineer a certificate of compliance with the manufacturer for all
materials purchased from the manufacturer.

3.1.5 The Contractor shall obtain an electrical permit from the City of Nashua and/or the NHDOT prior to
construction. The Contractor shall notify the City of Nashua and/or the NHDOT 15 days prior to start of work.

3.1.6 Any Electrical Contractor performing work on roadways or signals must be approved to do work from the
NHDOT.

3.1.7. The Contractor shall be responsible for signal operation and maintenance once alterations to the existing
signals, excavation or other work within 75 feet of the stop bar at any leg has begun. At this point in time the
Contractor shall notify the City with names and phone numbers of persons to be contacted in case of a malfunction.
The Contact person must be available 24 hours a day, seven days a week. The Contractor shall also keep a signal log
in the cabinet to track all maintenance work they complete on the signal system. This log shall be placed within a
plastic cover and shall at least include the description of the trouble call, corrective action taken, date, time, and
personnel who completed the work.

Add Section 3.17 to read as follows:
3.17.1 Each programmable local hardware component installed by the contractor (i.e. loop detector amplifier,
emergency vehicle preemption phase selector) shall be initially programmed by the Contractor based on information

contained on the plans. Note: Three bound sets of hard copy programming per device shall be supplied to the City of
Nashua by the CONTRACTOR.

3.17.2. The CONTRACTOR shall supply an 8%”x11” laminated copy of the traffic signal design plan and sequence and
timing chart to be left in the cabinet documentation envelope mounted on the inside of the cabinet door.

Construction Specifications.doc 8-7

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Finance Committee - Agenda - 2/1/2017 - P44

Finance Committee - Agenda - 2/1/2017 - P45

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
45
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

3.17.3 Drawings, manufacturer's specifications, and applicable catalog cuts for all materials and components shall
be submitted in accordance with Section 105.02 of NHDOT Standard Specifications within 21 days after award of the
contract. An additional set of final approved documents, to total 6 sets, shall be supplied to the Engineer.

Add Section 3.18 to read as follows:

3.18 The Contractor shall be responsible for the dismantling, removing and stacking on boards at the Nashua
Department of Public Works existing traffic signal components, including, but not necessarily limited to, the existing
signal heads, mast arms and poles. All other components of the existing traffic signal shall be removed and dispesed
of by the Contractor, including but not necessarily be limited to: the removal and disposal of the signal foundations
and electrical system; removing and disposing or abandoning existing hand holes and signal conduit; disconnecting
the power source; removing the riser on the utility pole. Old cable and all unusable material shall be disposed of by
the Contractor.

Basis of Payment
Add Section 5.4 to read as follows:
5.4 Payment for dismantling, loading, transporting, and stacking of the existing traffic control signals as
designated above, the excavation and disposal of the existing foundations, the supplying and replacing of compacted

gravel backfill and restoration or replacement, in kind, of the area where foundations and posts are removed, shall be
included in the unit price for Item 616.101.

Construction Specifications.doc 8-8

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Finance Committee - Agenda - 2/1/2017 - P45

Finance Committee - Agenda - 2/1/2017 - P46

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
46
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

‘V4 MILLER ENGINEERING & TESTING INC.

GEOTECHNICAL / SOIL BORINGS / ENVIRONMENTAL / SOILS / CONCRETE / MASONRY / STEEL / ROOFING / ASPHALT INSPECTION
Mail all correspondence to: 100 SHEFFIELD ROAD - PO BOX 4776 - MANCHESTER, NH 03108-4776 - TELEPHONE (603)668-6016 - Fax (603)668-8641

September 2, 2016

Mr. John F. Osorio
Greenman-Pedersen, Inc.

181 Ballardvale Street, Suite 202
Wilmington, MA 01887

RE: Geotechnical Engineering Evaluation
Traffic Signal Improvements
Daniel Webster Highway and Graham Drive
Nashua, New Hampshire Project No. 16.186.NH

Dear Mr. Osorio:

This report presents the results of a geotechnical engineering evaluation completed for proposed
traffic signal mast arm to be located at the intersection of Daniel Webster Highway and Graham
Drive in Nashua, New Hampshire. This evaluation was completed in accordance with our
proposal dated June 7, 2016 (Ref. File 252-16 Revision 1), and consisted of:

1. Performing a subsurface exploration program consisting of one (1) test boring; the test
boring drilled at the location of the proposed support structure for the traffic signal mast
arm;

2. Evaluation of the subsurface conditions and performing geotechnical engineering
analyses to develop foundation design recommendations for the proposed traffic signal
mast arm; and

3. Summarizing the exploration program and engineering analyses in this Project
Geotechnical Report.

Presented herein is a description of the proposed project, subsurface conditions encountered, and
the geotechnical engineering implications of subsurface conditions on recommended design
specification for the supporting structure of the traffic signal mast arm. The contents of this
report are subject to the limitations presented as Attachment A.

SITE AND PROJECT DESCRIPTION

The proposed traffic signal mast arm has been planned on the east side of Daniel Webster
Highway, at the intersection of Daniel Webster Highway and Graham Drive in Nashua, New
Hampshire.

For this evaluation, we reviewed the following documents:

CORPORATE OFFICE AT: 100 SHEFFIELD ROAD * PO BOX 4776 * MANCHESTER, NH 03108-4776 ° TEL. (603)668-6016 * FAX (603)668-8641
130 EAST MAIN STREET ° PO BOX 11 * NORTHBOROUGH, MA 01532 ° TEL. (508)393-2607 * FAX (508)393-8490
474 DORCHESTER AVENUE ” BOSTON, MA 02127 ° TEL. (617)269-8829 * FAX (617)269-8837

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Finance Committee - Agenda - 2/1/2017 - P46

Finance Committee - Agenda - 2/1/2017 - P47

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
47
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

e Google Earth recent aerial photographs depicting existing conditions at the site and
surrounds;

e Surficial Geology of the Nashua South Quadrangle, New Hampshire;
e USGS 7.5 Minute Series Nashua South Quadrangle, New Hampshire; and

e Geologic Map of the Nashua South Quadrangle, Hillsborough County, New Hampshire
and Middlesex County, Massachusetts.

Existing Conditions

The area of investigation (the site) is located on the USGS 7.5-Minute Series Nashua South
Quadrangle. The Surficial Geology of the Nashua South Quadrangle identified surficial deposits
as sand and gravel or till on shallow bedrock. The ground surface is relatively level and flat as a
result of past roadway embankment construction.

The Bedrock Geologic Map of New Hampshire identifies rocks of the Berwick Formation
(Silurian) underlying the area of investigation. The Berwick Formation consists of “Biotite-
plagioclase-quartz granofels with minor schist and calc-silicate rocks — purplish gray, grayish-
green, and light gray to dark gray, locally sulfidic and rusty-weathering”.

The USGS topographic map indicates that the area of investigation is moderately sloped to the
east, toward the Merrimack River.

Project Description

MET has reviewed a plan titled “Daniel Webster Highway @ Graham Drive” Traffic
Improvements Nashua, New Hampshire” prepared by Greenman-Pedersen, Inc. Based upon our
review of this plan, one (1) mast arm is proposed as follows:

Northeast Corner of the DW Highway and Graham Drive Intersection:

The mast arm is 45-feet in length, and supports four (4) traffic signals and a luminaire. One
additional signal is mounted on the pole. The base plate reactions were not available at the time
of preparing this report.

SUBSURFACE EXPLORATION PROGRAM

Subsurface conditions at the site were characterized by advancing one test boring (B-1) at the
proposed traffic signal mast arm location. A probe (P-1) was also advanced approximately 6 feet
north of the test boring location to determine the consistency in the depth of auger refusal. A
Subsurface Exploration Location Plan is provided as Figure 1.

The purpose of the subsurface exploration program was to:

1. Characterize the nature and consistency of the soil units at the site and provide samples
for visual classification:

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Finance Committee - Agenda - 2/1/2017 - P47

Finance Committee - Agenda - 2/1/2017 - P48

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
48
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

2. Perform Standard Penetration Tests (SPTs) to estimate relative density and cohesive
consistency of the in-situ soil units;

3. Estimate the engineering properties of the subsurface strata for geotechnical engineering
analyses; and

4. Determine the depths to competent soil and/or auger refusal, and the depth to the
groundwater table.

The test boring was drilled as near as possible to the surveyed location of the proposed traffic
signal mast arm structure. Boring B-1 was drilled to a depth of approximately 8.5 feet below
ground surface and terminated due to auger refusal. Test probe P-1 was drilled to a depth of
approximately 8.5 feet below ground surface and terminated due to auger refusal. Auger refusals
at both boring locations are presumed to be on the top of the bedrock surface; however, bedrock
core sampling is required to verify the elevation of bedrock with certainty.

Split-spoon soil samples were obtained continuously from the ground surface through a fill layer
at the location of test boring B-1 using a 1-3/8 inch inside-diameter split-spoon sampler during
the Standard Penetration Tests (SPTs). The SPTs were performed with a 140-pound hammer
dropping 30 inches, in general accordance with ASTM D1586. The number of hammer blows
required to drive the sampler between the 6- and 18-inch depth intervals (the “N” value) for each
sample was used to assess the relative density and elastic properties of the soil units. No split-
spoon soil samples were collected during the advancement of test probe P-1, which was drilled
approximately 6 feet to the north of test boring B-1.

A Miller Engineering & Testing, Inc. geologist monitored the advancement of subsurface
explorations, classified soil samples, measured groundwater levels, and observed the
performance of the Standard Penetration Tests. The test boring location was located/surveyed by
others.

SUBSURFACE CONDITIONS ENCOUNTERED

Observations and characterization of split-spoon soil samples collected at the location of test
boring B-1 indicate that subsurface conditions consist of the following generalized profile from
the ground surface downward:

1. Topsoil Layer

2. Fill Layer

3. Original Topsoil Layer

4. Subsoil Layer

5. Sand and Gravel Deposits
6. Auger Refusal

Detailed descriptions of the subsurface conditions are provided on the Test Boring Logs
presented as Attachment B. General descriptions of the units encountered are as follows:

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Finance Committee - Agenda - 2/1/2017 - P48

Finance Committee - Agenda - 2/1/2017 - P49

By dnadmin on Mon, 11/07/2022 - 10:28
Document Date
Wed, 02/01/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 02/01/2017 - 00:00
Page Number
49
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__020120…

Topsoil Layer

A 2 inch thick topsoil layer was observed at test boring B-1. The topsoil layer consists of dark
brown to grey, dry, loose, silt and very fine sand with abundant roots. A trace amount of fine
gravel was noted.

Fill Layer

A fill layer associated with the roadway embankment construction was encountered at the
location of soil boring B-1. The thickness of the fill layer was determined to be approximately
3.0 feet. The fill layer consisted of brown, loose to medium dense, fine sand, little silt, and trace
fine angular gravel. The Standard Penetration Test results in the fill layer at B-1 ranged from 8
to 19 blows per 12 inch penetration of a standard split-spoon indicating loose to medium dense
relative density conditions.

Original Topsoil Layer

What appears to be the naturally occurring topsoil layer was encountered at a depth of 3.0 feet
below ground surface. The natural topsoil layer is approximately 3 inches thick and consists of
dark brown to gray, loose, organic silt. No roots or plant debris were observed.

Subsoil Layer

The original topsoil layer is underlain by a silty subsoil layer. The subsoil layer is approximately
0.75 feet thick and consists of orange-brown, rusty-brown, loose to medium dense, fine sand and
silt.

Sand and Gravel Layer

A sand and gravel layer, encountered at test boring B-1, was approximately 4.5 feet thick and
directly underlies the subsoil and original topsoil layers described above. The sand and gravel
layer consists of brown, very dense, fine to coarse sand and fine to medium sub-rounded gravel.
Broken rock fragments, perhaps from boulders, were also noted. Angular rock fragments were
observed near the bedrock surface. The Standard Penetration Test values in the sand and gravel
layer at B-1 was 60 blows per 12” of spoon penetration indicating dense to very dense relative
density conditions.

Auger Refusal

Auger refusals were encountered at test boring B-1 and test probe P-1. The depths to auger
refusal at B-1 and P-1 were both at approximately 8.5 feet below ground surface. The auger
refusals are interpreted to be on the bedrock surface. Numerous bedrock outcroppings were
observed on the west side of Daniel Webster Highway.

The following table summarizes the subsurface conditions encountered:

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Finance Committee - Agenda - 8/17/2022 - P2

By dnadmin on Sun, 11/06/2022 - 21:45
Document Date
Fri, 08/12/2022 - 13:02
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 08/17/2022 - 00:00
Page Number
2
Image URL
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| ta an) THE CITY OF NASHUA "The Gate City’

Financial Services Diviston
Office of the Chief Financial Officer

TO: President Lori Wilshire and Members of the Board of Aldermen

CC: Mayor James Donchess

FROM: John L. Griffin and Rosemarie Evans

DATE: August 10, 2022

RE: Melanson Review of the FY2021 Annual Comprehensive
Financial Report (ACFR)

The purpose of this communication is to inform you that Mr. Ed Boyd of
Melanson will be attending the August 17, 2022 Finance Committee Meeting to
review and discuss the City of Nashua’s FY2021 Annual Comprehensive
Financial Report (ACFR). Attached please find the FY2021 ACFR.

229 Main Street « Nashua, New Hampshire 03060 - Phone (603) 589-3173 * Fax (603)
589-3168

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