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No 1.5-iw Date of AdopliA 4, 1115
AUTHORIZING A PROFESSIONAL SERVICES CONTRACT
FOR ENGINEERING SERVICES WITH HATCH NIOTT MACDONALD —
ROOSEVELT AVENUE PUMP STATION FORCE ajALN
WHEREAS, the Borough of Carteret is in need of specialized engineering services in
connection with the Roosevelt Avenue Pump Station Force Main Project; and
WHEREAS, the Borough's Consulting Engineers, Hatch Mott MacDonald, possess the
requisite skill and expertise to provide said services; and
WHEREAS, Hatch Mott MacDonald has submitted a proposal to provide said
engineering services at a total cost not to exceed $52,000.00; and
WHEREAS, the Mayor and Council have reviewed said proposal; and
WHEREAS, the Chief Financial Officer has certified that funds are or will be available
for said purpose.
NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Borough
Of Carteret, County of Middlesex, State of New Jersey, as follows:
I. That the proposal from Hatch Mott MacDonald for engineering
services related to the Roosevelt Avenue PUMP Station Force Main
Project, in a total amount of $52,000.00 billable in accordance with
Hatch Mott MacDonald's existing contract with the Borough is
hereby approved.
2. That annexed hereto is a copy of said proposal.
3. That this action is approved as all award of a professional services
contract pursuant to N.J.S.A. 40A:11- 5(1)(a) in accordance with
the Borough's Fair and Open Process as authorized by law.
Adopted this 4" day of June, 2015
and certified as a true copy of the
original on June 5, 2015.
KATHLEEN M. BARNEY, iYhMC
Municipal Clerk
RECORD OF COUNCIL. VOTF.
COUNCILMAN
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�J Adopted at a meeting of the Municipal Council
Hatch Mott Hatch Mott MacDonald
3 Paragon Way
MacDonald Freehold, NJ 07728
T 732.780.6565 www.hatclimott.com
March 18, 2015
John P. DuPont, PE, CME, PP
Director, Department of Municipal Engineering & Public Works
Memorial Municipal Building
61 Cooke Avenue
Carteret, New Jersey 07008
RE: Borough of Carteret
Roosevelt Avenue Pump Station Force Main Condition Assessment
Proposal for Professional Engineering Services
Dear Mr. DuPont:
Hatch Mott MacDonald, LLC (HMM) is pleased to submit our proposal to provide
professional engineering services to the Borough of Carteret (Borough) for the
condition assessment of the Roosevelt Avenue Pump Station Force Main. The
Roosevelt Avenue Pump Station is the Borough's main pump station and receives
and the wastewater collected within the entire Borough. The force main from the
pump station is a 27 -inch diameter prestressed concrete cylinder pipe (PCCP) force
main that runs approximately 16,000 linear feet (or —3 miles) to the Sewaren Pump
Station in Woodbridge Township. The force main was constructed in 1989 during
the construction of the Roosevelt Avenue pump station and decommissioning of the
Wastewater Treatment Plant that the Borough once owned and operated.
Most PCCP pipe is speculated to have a lifetime in excess of 50 years, however,
PCCP has been known to fail dramatically rather than deteriorate slowly over time
and leak. PCCP pipe relies on the prestressed wires wrapped around the exterior of
the pipe to provide much of the pipe's strength. Over time these metal wires
fracture, and if enough wires break in the same vicinity a pipe collapse can occur.
The force main has experienced a few problems in the past few years, most recently
of which was a pin -hole leak last year that resulted in significant road damages and
was very costly to repair. It is the Borough's intention to take a proactive approach
and develop a condition assessment program and, as necessary, strategies for
repairing or potentially replacing the force main.
As you are aware, H?vIM has specialized in hydraulic studies and wastewater
conveyance for over 80 -years in New Jersey and has served numerous municipality
and utility clients throughout the State and Region in the process. We have served
the Borough as their wastewater consultant for many years and several of our
Engineers are intimately familiar with the Borough's sanitary sewer system, having
completed a comprehensive Sanitary Sewer Master Plan in 2013 and various other
projects improving the Borough's sewer system over the past twenty years.
For this project, HMM proposes to retain tire specialized services of Pure
Technologies U.S. Inc. Pure Technologies is a leader in innovative technologies for
inspection, monitoring and management of buried infrastructure. HMM has utilized
Pure Technologies as a subconsultant in the past for evaluation of PCCP pipelines.
Hatch Mott
MacDonald
PROJECT UNDERSTANDING & APPROACH
All wastewater generated within the Borough is conveyed to the Borough's
Roosevelt Avenue Pump Station, from which it is pumped to Woodbridge for
eventual conveyance and treatment at the Middlesex County Utilities Authority
(MCUA). The 27 -inch diameter PCCP Roosevelt Avenue Pump Station force main
is in continuous operation. Therefore, the inspection and assessment of the force
main requires a unique approach and inspection techniques. These are described
below:
Acoustic Leak and Gas Pocket Detection Surve
The first step of the condition assessment should be a leak and gas pocket
detection survey. While there are several failure mechanisms for force
mains, research conducted as part of the Water Environment Research
Foundation report 2010 Guidelines for Wastewater Force Mains showed that
the most common is internal hydrogen sulfide deterioration. Internal
hydrogen sulfide deterioration occurs when a gas pocket forms in the
pipeline, creating the environmental conditions necessary to damage the pipe
wall. This eventually leads to a failure which is in some cases catastrophic.
Gas pockets can also impact the operation of a pump station and force main
system by reducing the capacity of the pipeline. Our proposed
subconsultant, Pure Technologies, has extensively analyzed inspection data
obtained from acoustic -based tools in order to better understand the
frequency and location of gas pockets. Based on this analysis, it has been
determined that 72% of detected gas pockets were not found at known high
points or air release valves.
In order to perform the leak and gas pocket detection survey, HMM has
developed an approach with assistance from Pure Technologies to use their
acoustic -based SmartBall leak and gas pocket detection tool. The tool is
inserted into a pipeline, typically at a check valve at the pump station, and
allowed to traverse the active force main. The SmartBall device is capable
of recording changes in the acoustic profile of a pressurized main. This task
includes the pressurized insertion and extraction of the SmartBall tool and
the acoustic inspection data collection.
Electromagnetic Inspection
Assessing the condition of a PCCP force main is a challenging task that is
best performed using a combination of non - destructive testing technology,
engineering science, and experiential judgment. The primary goal of an
inspection is to provide an understanding of the condition of the structural
component that provides a pipe's strength —the prestressing wire. An
electromagnetic inspection provides a non - destructive method of evaluating
the baseline condition of the prestressing wire wraps in a PCCP. HAM in
conjunction with our specialist subconsultant, Pure Technologies, propose
the use of the PipeDiver electromagnetic inspection technology to inspect the
force mains. The PipeDiver tool is neutrally buoyant and is carried by the
flow of water, travelling at approximately 90% of the flow rate in the
pipeline.
Mr. John DuPont, PE, CME, PP - Page 2 - March 18, 2015
Hatch Mott
MacDonald
Electromagnetic inspections ascertain a magnetic signature for each pipe to
identify anomalies that are produced by zones of prestressing wire damage.
Various characteristics associated with an anomaly (length, magnitude,
phase shift, etc.) are evaluated to provide an estimate of the number of
broken wire wraps. This technology works by inducing a varying electrical
field in the prestressing wire wraps and measuring the corresponding
magnetic field response. The plain components of tine electromagnetic
equipment consist of a transmitter coil to generate the field, a receiver coil to
pick up the induced response, and a data logger to record the data. The fee
for this task includes the depressurized insertion and extraction of the
PipeDiver tool and the electromagnetic inspection data collection.
At this stage in the development of the condition assessment program, there are
limited records and data available on the existing force main. Therefore, the first
step in the program will be the performance of a feasibility study to determine the
way the survey and inspection will be performed, such as locations of the insertion
and extraction points for the different inspection tools and the
The scope of services for the Roosevelt Force Main Condition Assessment is
outlined below.
SCOPE OF ENGINEERING SERVICES
Task 1— Feasibility Study
During the Feasibility Study, we will review existing engineering and operational
documents to gain a comprehensive understanding of the pipeline. These documents
could include plan and profile drawings, pipe laying schedules, as -built drawings,
design specifications, repair records, pipeline failure history, results from any past
inspections, and any other available documentation.
Following the records review, a site visit and interviews with Borough Sewer
Department personnel will be conducted to better understand the pipeline and its
history. This process will allow the project team to determine site logistics and
system operations during the inspection phase, as well as help to identify and
mitigate any challenges or issues that may arise during the inspection.
The deliverable for this task will be an Inspection Planning Document that will cover
the details of the execution of the inspection, including tool insertion and extraction,
tracking, flow requirements, Borough responsibilities, inspection schedule, and
sequencing. This Planning Document will act as a guide for the duration of the
project.
After the completion of Task 1, the Feasibility Study, the overall level of effort for
the rest of the condition assessment tasks will be understood. At that point, a
proposal will be provided to tine Borough for the following subsequent tasks:
Task 2 — Acoustic Leak and Gas Pocket Detection Survey
Task 3 — Electromagnetic Inspection
Task 4 — Engineering Analysis and Risk Assessment Analysis
Mr. John DuPont, PE, CME, PP - Page 3 - March 18, 2015
Hatch Mott
MacDonald
FEE AND SCHEDULE
HMM proposes to provide the Professional Engineering Services described herein for
the following lump sum price.
Task
Description
Lump Sum Cost
Task I
Feasibility Study
$52,000
Task 2
Acoustic Leak and Gas Pocket Detection Survey
TBD
Task 3
Electromagnetic Inspection
- Engineering
TBD
Task 4
Analysis and Risk Assessment - Analysis
TBD
Total:
$52,000
The scope of services will be performed within an eight (8) week period following
authorization.
HMM looks forward to working with the Borough on thi s
infrastructure assessment project. Should you have any
above suggested scope of work or engineering services,
contact us.
Very truly yours,
Hatch Mott MacDonald, LLC
Eric C. Betz, P.E., BCEE, CME
Vice President &
Manager, Municipal & County Services
T 732.780.6565 F 732.577.0551
eric.betz a hatchmou.coin
cc: The Honorable Daniel J. Reiman, Mayor
Brian T. Dougherty, P.E. (HMM)
important and proactive
questions regarding the
please do not hesitate to
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Mr. John DuPont, PE, CME, PP - Page 4 - March 18, 2015
MIODLES )( COUNT
OFFICE OF
KA=EV Ni. PATDEY, YVG 61 C003KP AVENUE
MmiciFal Clerk CARTERET, NEW JERSEY 07008
Date: WY 28; 2015
To: Patrick J. DeBlasio, Treasurer
Borough of Carteret
REQUEST FOR CERTIFICATION OF AVAILABLE FUNDS:
For: Hatch Ma tt old, Re: Roosevelt Avenue Rnp Station Force Main, Re: Ltgirioeriig Services
Name of Account 5� — /'W-0
AMOUNT TO BE ENCUMBERED: t0tal ABOLInt
KATHLEEN M. BARN YO
Municipal Clerk
CERTIFICATION OF AVAILABILITY OF FUNDS
I, Treasurer of the Borough of Carteret, do hereby certify that there are sufficient funds
available in the current budget to enable the Municipal Council to authorize the entering into a
contract between the Borough of Carteret and:
The funds available for this contract are in the Budget, in the account of:
In the amount of -T S40o� )
By this certification, I have hereby encumbered the above named account for the amount of
the contract
PATRICIKJ. DEBLASIO, Treasurer
Date: 7I7/i5
AFFIDAVIT OF PUBLICATION
The following is a true copy of an Ordinance or Resolution of the
Borough of Carteret that has appeared in the Home News Tribune,
a newspaper which is printed in Freehold, New Jersey and
published in Neptune, in said County and State and of general
circulation in said county. One (1) time(s), once in each issue as
follows:
July 9, 2015
Notary Public of New Jersey
Kathleen M. Barney MC
Municipal Clerk
Sworn and subscribed before
me this da off �; r 5`
y `LINDA A. RIVERA
NOTARY PUBLIC OF NEW JERSEY
MY COMMISSION EXPIRES MAY 2, 2016
BOROUGH OF CARTERET
100 COOKE AVENUE
CARTERET, NEW JERSEY 07008
THIS AGREEMENT: made this 4 th of June 2015
By and between: Hatch Mott Mac Donald
3 Paragon Way
Freehold, NJ 07728
And the Borough of Carteret a municipal Corporation having its Principal Office at the
Borough Hall, 61 Cooke Avenue, Carteret, New Jersey 07008
As per Resolution Number 15 -120.
THE CONTRACTOR does hereby agree to perform the following: PROFESSIONAL SERVICE
SPECIALIZED ENGINEERING IN CONNECTION WITH THE ROOSEVELT AVENUE PUMP STATION FORCE
MAIN PROJECT.
NOT TO EXCEED $52,000.00
According to the terms set forth in the Resolution.
THE BOROUGH does hereby agree to pay the Contractor the sum set forth in the Resolution.
IN WITNESS WHEREOF, the parties hereto have hereunder set their hands and seals or caused these
presents to be signed by their proper corporate offices and their corporate seals to be hereto
affixes, the day and year written above.
WITNESSED BY:
For the Corporation
BY: _
TITLE: Vice President
BOROUGH OF CARTERET
BY:
Da el 1'"R e I m n
Mayor
Kathleen M. Barney
Municipal Clerk