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May 20, 2016

Sean James

Hoyle, Tanner & Associates, Inc.
150 Dow Street

Manchester, NH 03101

RE: City of Nashua Pedestrian/Bicycle Bridge over Nashua Canal
Transportation Alternatives Project Grant Project

Dear Mr. James:

Thank you for the opportunity to submit the following scope and fee to provide historic property consulting services to
Hoyle Tanner & Associates, Inc. (HTA) in support of the above referenced project HTA is performing for the City of

Nashua, NH (City).

Scope: This work consists of preparation of a New Hampshire Division of Historical Resources (DHR) Request for
Project Review Form (RPR Form) for the Pedestrian/Bicycle Bridge over Nashua Canal Project in Nashua for which
HTA will be preparing project plans. Preparation of the RPR Form will be in accordance with the RPR Instructions for
Transportation Projects as currently posted on the DHR website. It is understood that HTA will provide HDC with the
project plans and other project information to facilitate this work to avoid redundant effort. In general, RPR Form
preparation work includes the following:

« Determine and map geographical Area of Potential Effects (APE).

e Conduct DHR file review for already-identified historic properties within or adjacent to the APE.

e Conduct research to identify the age of properties within the APE.

¢ Conduct a field inspection and photography of project APE including all buildings and structures (bridges, stone
walls, etc.), objects, historic districts, and landscapes.
Compile research, field data, and photos in required RPR formats.
Prepare RPR Form with all required information and attachments for submission to DHR.
e Attend meetings with Project Consulting Parties to review RPR findings and recommendations, if required.

Staffing: All work and work products will be conducted and prepared by Richard Casella. Casella meets the Secretary
of the Interior’s Professional Qualifications Standards for Historic Preservation Consultants (36CFR61).

Fee: Cost plus fee $4,374.38. Please see attached Fee Detail.
Schedule: Work will be completed within 10 weeks following Contract and Notice to Proceed (NTP)

Thank you for the opportunity to submit this proposal, I look forward to serving HTA and the Town of Nashua.

Sincerely yours,

blr, Locuafbe-

Richard M. Casella
President, Principal Architectural & Engineering Historian

490 Water Street, Portsmouth, RI 02871-4229 tel 401.683.3483 rcasella@historicdoc.com

Board of Aldermen Page 31
September 27, 2016

President McCarthy

It’s to amend.

Alderman Deane

Would my motion to vote on the goldenrod copy be out of order, Mr. President?

President McCarthy

| believe you can actually motion to amend the amendment to the goldenrod copy.

MOTION BY ALDERMAN DEANE TO AMEND THE AMENDMENT TO THE GOLDONROD COPY

Alderman Lopez

Can | make a motion to amend the goldenrod copy back to my original amendment?

President McCarthy

No. Let me explain this so everyone understands it. The rules allow a motion to amend in order to get
the amendment right. You can make a single level of amendments to the amendment at a time. If
Alderman Deane’s motion were to pass then the motion would be to pass the amendment which is now
the goldenrod copy to replace the legislation. The motion is to amend the amendment to include the
goldenrod copy instead of the copy circulated by the Mayor.

Alderman Siegel

Just for clarity because this is getting very recursive, a yes vote would be a vote to basically vote for the
goldenrod copy, is that correct?

President McCarthy

To vote to replace the proposed amendment with the goldenrod copy.

Alderman Siegel

Okay, thank you.

A viva voce roll call was taken which resulted as follows:

Yea: Alderman Deane, Alderman Cookson, Alderman Siegel, 7
Alderman Schoneman, Alderman McGuinness, Alderman LeBrun,
Alderman Moriarty

Nay: Alderman Wilshire, Alderman Clemons, Alderman Dowd, 8
Alderman Caron, Alderwoman Melizzi-Golja, Alderman O’Brien,

Alderman Lopez, Alderman McCarthy

MOTION FAILED

EDUCATION

Juris Doctorate,
University of Dayton
School of Law

BA, Political Science,
University of South
Florida

AA, Criminal Justice, St.
Petersburg College

CERTIFICATIONS

CEP Level I- Series 7 &
63

DHS Public Trust
Securty Clearance
Active FEMA Badge

MICHAEL DOMENICHELLO

APPEALS SPECIALIST

Michael has over 20 years of project management, training, and FEMA Public Assistance experience.
While serving as a PDMG for muitiple federally declared disasters, Michael was responsible for

training new FEMA workers in addition to state, city and local governments on the Public Assistance
policies and procedures. This training included the Stafford Act, FEMA Public Assistance Alternative

Procedures, and Project Worksheets, He has overseen teams responsible for leading applicants

through the federal grants process. Michael was responsible for reviewing project compliance and
eligibility compliance in accordance with FEMA/DHS policies as well as the National Historic
Preservation Act. He has performed and reviewed site inspections following natural disasters,
created Disaster Damage Reports, and formulated appropriate Statements of Work Michael has
experience with Uniform Administrative Requirements, Cost Principles, and Audit Requirements for

Federal Awards; cost recovery services; and complex program management services.

EXPERIENCE

DR-4339, Hurricane Maria, Puerto Rico.
Served as a Project Delivery Manager,
working to provide training and guidance to
FEMA, state, and local governments on
FEMA Public Assistance policies and
procedures.

DR-4339, Hurricane Michael, Florida. Served
as a Project Delivery Manager. Selected to
obtain a Florida State Security Clearance to
perform inspections and estimates on
secure facilities, Organized and lead FEMA
PA funding applicant comraunication
throughout the grant application process
and held recovery scope meetings.
DR-1551, Hurricane lan, and DR-4339,
Hurricane Maria, US Virgin Islands. Served as
a Project and Materials Specialist, managing
a team of Project Specialists and Program
Delivery Managers tasked with facilitating
sub-grantee applications for Public
Assistance funds.

DR-443 1, Severe Winter Storms and
Flooding, California. Program Delivery
Manager, tracking the progress of 170 team
assigned projects worth over $15M.
Coordinated with the California Office of
Emergency Services to track and report all
team projects and provide input of projects
that had federal gran eligibility concerns.
New Jersey Department of Environmental
Protection. Regional Field Manager,
supporting efforts during the Department's
Hurricane Sandy Waterway Recovery
Project. Reviewed eligibility compliance
while working in the field and maintained
appropriate debris handline activities in
accordance with FEMA, policy. Monitored
contractors to ensure compliance with
appropnate New Jersey Department of
Environmental Protection task orders, work
plans, and Section 106 of the Historic
Preservation Act. Responsible for creating
and managing budgets.

FEE DETAIL

Project: Nashua Canal Pedestrian Bridge
Services: Prepare NHDHR RPR Form
Client: HTA/ City of Nashua

June 20, 2016

LABOR RELATED EFFORT HOURS RATE TOTAL
[7] Communications/Consultations/Meetings
Principal Architectural Historian 8 $46.50 $372.00
[2] Fieldwork & Research
Principal Architectural Historian 8 $46.50 $372.00
8 $372.00
{3} Draft Report Preparation
Principal Architectural Historian 24 $46.50 $1,116.00
24 $1,116.00
[4] Final Report Preparation
Principal Architectural Historian 2 $46.50 $93.00
2 $93.00
Total Direct Labor 42 $1,953.00
EXPENSES _
Per Diem Ledging & Meals 0 $0.00
Mileage 200 $0.55 $110.00
Total Direct Expanses $110.00
BUDGET SUMMARY
Total Direct Labor $1,953.00
Overhead (98.50%) $1,923.71
Subtotal $3,876.71
Profit (10%) $387.67
Total Direct Labor, Overhead & Profit $4,264.38
Total Direct Expenses 110.00
TOTAL COST PLUS FEE $4,374.38

Historic Documentation Company, Inc., Portsmouth, RI

TES Environmental Consultants, LLC

May 16, 2016

Sean T. James, P.E.

Vice President, Regional Manager of Bridges and Structures
Hoyle, Tanner & Assoctates, Inc.

150 Dow Street

Manchester, NH 03101

Re: Environmental Services; Wetlands Delineation and Reporting
Nashua Mine Falls Trail Project; Nashua, New Hampshire

Dear Mr. James:

TES Environmental Consultants, L.L.C. (TES) is pleased to submit to you this proposal for wetland
delineation and related services associated with the proposed trail and pedestrian bridge associated with
the Nashua Mine Falls Trail Project off of Ledge Street in the City of Nashua. The specific services to
be provided are identified in the following list, consolidated from the required services list provided by
you in an e-mail communication dated May 14, 2016. These services relate to the survey request area
identified on an aerial photograph that you provided along with the list of required services.

1. Delineate wetlands within the project area; provide a sketch of the flagged wetland boundaries to
Hoyle, Tanner & Associates, Inc. (HTA) to guide the field survey; and stamp and sign plans as
Certified Wetland Scientist.

2. Prepare and submit to HTA a letter report on the wetland delineation methodology, the U.S. Fish
and Wildlife Service classification of the wetlands, the vegetation present in the wetlands, a
qualitative description of the functions and values of the wetlands using U.S. Army Corps of
Engineers methodology (a full functional evaluation is assumed to not be necessary for a project
of the modest scale of this proposed trail and pedestrian bridge), identification and description of
any vernal pools within or adjacent to the survey area, and representative photographs of all
wetlands and vernal pools within the survey area.

3. Assess the project survey limits for the presence of invasive species of vegetation identified in
the NH DOT Best Management Practices for Roadside Invasivd Plants; provide a letter report
describing the invasive species present (if any); and provide recommendations for appropriate
method(s) of their control.

The budget for this scope of work will be a not-to-exceed fee of $1,200.00. I am prepared to complete
the field portion of the project by May 25, 2016. Thank you for the opportunity to provide this proposal
to you.

Very truly yours,
TES Environmental Consultants, L.L.C.

wes 2 Selolorky-

Thomas E. Sokoloski
Certified Soil Scientist #127

1494 Route 3A, Unit 1, Bow, New Hampshire 03304
Phone: 603-856-8925 E-Mail:tom@tesenviro.comcastbiz.net
5/16/2016

SI Neen S A Se SO OYE Dae STE Ext

GEOTECHNICAL / SOIL BORINGS / ENVIRONMENTAL / SOILS / CONCRETE / MASONRY / STEEL / ROOFING / ASPHALT INSPECTION

Mail all correspondence to:
400 SHEFFIELD AD. » RO. BOX 4776 « MANCHESTER, NEW HAMPSHIRE 03108-4776 * TELEPHONE (603) 668-6015 © FAX (603) 668-8641

April 22, 2016

Mr. Sean James, P.E.

HOYLE TANNER & ASSOCIATES
150 Dow Street

Manchester, NH 03101

RE: Subsurface Investigation
Mine Falls Pedestrian Bridge
Nashua, New Hampshire Ref. File 225-16

Dear Mr. James:

Miller Engineering & Testing, Inc. is pleased to submit this proposal for consideration to

perform a subsurface investigation for the Heritage Trail to Mine Falls Pedestrian Bridge located

in Nashua, New Hampshire.

It is our understanding that the subsurface investigation will consist of two (2) test borings at the
proposed bridge location. The test borings will be advanced to depths of 50-feet. Locations of
the test borings shall be marked in the field by Hoyle Tanner & Associates, ME&T will notify

Dig Safe for underground utility clearance.

The borings will be performed in accordance with the following:

ral

* Standard Penetration Tests (SPT) - These tests will be performed using a 1-3/8 inch inside-
diameter split-spoon sampler in conformance with ASTM Designation D-1586.

e Test Interval - SPT will be performed at the ground surface and continuous intervals or strata
changes.

e Depth of explorations -Two (2) test borings will be advanced to depths of 50-feet or refusal.

° Groundwater Elevation - Groundwater measurements will be made at each borehole location
following drilling.

CORPORATE OFFICE: 100 SHEFFIELD AQ. « PO. BOX 4776 * MANCHESTER, NH 03108-4776 « TEL. (609) 668-6016 « FAX (B03) 668-8641
430 EAST MAIN ST. ¢ PG. BOX 11 ¢ NORTHBORQUGH, MASSACHUSETTS 01532 e TEL. (508) 383-2607 + FAX (508) 393-8490

474 DORCHESTER AVENUE « BOSTON, MASSACHUSETTS 0212? « TEL. (617) 269-8829 « FAX {817) 268-8837

IL Subsurface Investigation — Test Borings

Track or Truck — Mounted Drill Rig & Crew

Est. 1 day @ $1,250/day $ 1,250.00
Support Vehicle — 1 day @ $125/day $ 125.00
Mobilization/Demobilization & Fuel Assessment

& mileage (travel time on daily rate) $ 225.00
Dig Safe Clearance $ N/C
Patching Materials $ 50.00

Boring Layout (by others) - By ME&T $290, if requested
Total Estimated Subsurface Investigation $ 1,650.00

Note: Should shallow refusals be encountered prior to proposed depth of 50-feet, it maybe
necessary to take NX Rock Core samples. Should this be the case, an additional charge of
$85 per foot will be assessed to the costs, which includes labor and equipment.

Est. 20-feet of NX Core @ $85 per foot = $1,700.00

Our services wil! be rendered in a manner consistent with the level of care and skill ordinarily
exercised by members of the National Drilling Contractor’s Association offering drilling services
contemporaneously under similar conditions in the locality of this project. No other warranty,

expressed or implied, is made in connection with the provision of drilling services,

Whereas the location of borings and/or groundwater monitoring wells are to be located by others,
please be advised that subsurface conditions may vary from those observed at locations where
samples are taken; and also, site conditions may change with time. Interpretations by us are
based solely on and limited by the information available to us and the standards of practice

current at the time and in the locality. We will review the data and make interpretations in

accordance with the standards set forth above.

We thank you for this opportunity to be of service to you. If all of the foregoing meets with your

approval, we would appreciate your acknowledgement by signing the enclosed copy of this

proposal and returning it to us for our file.

Very truly yours,

MILLER ENGINEERING & TESTING, INC.

Oseph D. Garvey C
Project Development

JDG:lms
RE: Subsurface Investigation

Mine Falls Pedestrian Bridge
Nashua, New Hampshire

Ref. File 225-16

Rev. I
Date: __ For:
(Company Name)
Accepted
By:
(Signature) (Address)

(Typed Name & Title)

William J. Doucet, PLS, President*

Steven V, Michaud, LLS, V.P, **
John F. Kaiser, LLS

Jeffrey A. Goldknopf, PLS***
Matthew W. Fagginger-Aucr, LLS

:

NS *Also Licensed in MA & ME
**Also Licensed in VT & RI
Serving your Professional Land Surveying & Mapping Needs (® *** Also Licensed in ME

April 21, 2016

Sean James, P.E.

Hoyle Tanner & Associates
15 Dow Street

Manchester, NH 03101

Reference: Land Surveying Services
Pedestrian/ Bicycle Bridge over the Nashua Canal
Mine Falls Park, Nashua
D.S.I. Project No. 4464

Dear Sean:

Thank you for requesting a proposal from our firm, Based on our preliminary research, Doucet Survey,
Inc. is pleased to submit the following proposal for professional land surveying services. The following
proposed survey meets or exceeds the current state land survey standards.

AREA OF SURVEY: nen Fin eT
Survey is limited to the approximate 79,500 sq. ft. area outlined in yellow te

on the attached map. Highlighted in blue are approximate locations of
centerline of river and river cross sections that would be surveyed. ;

SCOPE OF SERVICES: ye 3

Perform survey work in accordance with the attached HTA Scope of
Services.

Wetlands related work detailed in section 2 & 3 of said HTA Scope of Services would be
completed by our subcontractor Marc Jacobs, CSC.

Digsafe will not mark underground utilities for surveyors. Included is a line item for
underground utility marking by TMD Services, Epping, NH.

Due to the complexity of researching road records as a result of incomplete, unorganized, inconclusive,
obliterated, or lost documents, there is an inherent uncertainty involved when attempting to determine
the location and width of a roadway right of way. Field survey to locate readily observable
monumentation along the edge of roadway within the survey limits. Research would be limited to
review of current deeds, plans referenced in those deeds, properly indexed by street name and NHDOT
Right of Way Department.

E>) 102 Kent Place _ 10 Storer Street, Riverview Suite
wea = Newmarket, NH 03857 Kennehunk, ME 04043
[YSA! Phone (603 ) 659-6560 Phone (207) 502-7005

ww. DoucetSurvey.com

4/21/2016

This agreement/letter does not include:
I. Resolution of boundary disputes,
2. Assistance with or participation in any litigation or preparation therefore.
3. Boundary survey of adjacent parcels.
4, Confined space entry.
5. Test pits or borings.

SCHEDULE OF WORK:

Work would begin within three weeks of receipt of signed agreement/letter and the client authorizing
work to begin. The plans resulting from the ground survey would be delivered within two weeks of
commencement of field work.

LUMP SUM FEE FOR SERVICES:

Topographic Survey $4,900.00 (Includes Reimbursable Expenses)
—Wettand Flapping & Invasive Species Report—$2,040-00-(includes Reimbursable Expenses)—
STJ - 9/28/201 6
Underground Utility Marking $1 756-00 (includes Reimbursai pemses})"———

If Authorized to Proceed with Utility Marking Please Initial

You would be billed every two weeks. We require a retainer of $0.00 at the signing of this
agreement/letter. Receipt of the signed agreement and retainer will serve as authorization to
begin. The retainer will be applied to our final invoice.

As set forth more fully in Paragraph 2.1 of the General Provisions, payment is due within 30 business days
of Hoyle Tanner & Associates’s receipt of payment from their client. Late fees will be added on past due
invoices at a rate of 1.5% per month (18% annually) and any collection fees shall be passed on to the

client.

This agreement/letter represents the entire understanding between Hoyle Tanner & Associates
and Doucet Survey, Inc. and may be modified only by a writing signed by both parties. If this
agreement/letter, fee schedule and general provisions satisfactorily set forth your understanding
of our agreement, please sign and return it to us with the specified retainer. If authorization to
proceed is not received within 90 days of this agreement/letter, the fees and scheduling of
services described above are subject to change.

Our receipt of this agreement/letter will serve as your acceptance of the terms of the agreement,
fee schedule, and general conditions, and as your authorization to proceed.

If you have any questions, please feel free to call.

Sincerely,
DOUCET SURVEY, INC.

William J. Doucet, PLS
President

Date Hoyle Tanner & Associates

Attachments — General Provisions (Pages 3 - 5), HTA Scope of Services
Page 2 of 5