HomeMy Public PortalAboutr 21-175No. #21 -175
Data of Adoptio September 16 2021
AUTHORIZING A PROFESSIONAL SERVICES CONTRACT
FOR ENGINEERING SERVICES WITH MOTT MACDONALD —
ROOSEVELT AVENUE PUMP STATION FORCE MAIN
CONDITION ASSESSMENT
WHEREAS, the Borough of Carteret is in need of specialized engineering services with regard
to the Roosevelt Avenue Pump Station Force Main Condition Assessment; and
WHEREAS, the Borough's Consulting Engineers, Mott MacDonald, possess the requisite skill
and expertise to provide said services; and
WHEREAS, Mott MacDonald has submitted a proposal to provide said engineering services at a
total cost not to exceed $509,100.00; and
WHEREAS, the Mayor and Council have reviewed said proposal; and
AS, the Chief Financial Officer has certified that funds are or will be available for said
Account# G- 02 -41- 723 -201
THEREFORE, BE IT RESOLVED by the Mayor and Council of the Borough of
, County of Middlesex, State of New Jersey, as Follows:
1. That the proposal from Mott MacDonald for engineering
services related to the Roosevelt Avenue Pump Station Force
Main Condition Assessment in a' total cost not to exceed
$509,100.00 billable in accordance with 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 an award of a professional
services contract pursuant to N.J.S.A. 40A:11- 5(l)(a) in
accordance with the Borough's Fair and Open Process as
authorized by law.
4. That a copy of this resolution be forwarded to the Borough's
Purchasing Department, Mott MacDonald and Borough Director
of Engineering.
Adopted this 16a' day of September, 2021
and certified as a true copy of the
original on September 17, 2021.
CARMELA POGORZELSKI, RMC
Municipal Clerk
RECORD OF COUNCIL VOTE
COUNCILMAN
YES
NO
NV
A.A.
COUNCILMAN
YES
NO
NV
A.D.
BEI,LINO
X'
JOHAL
X
DIAZ
X
KRUM
X
DIMASCIO
X
MAPLES
X
X- Indicate Vote AB- Absent NV -Not Voting XOR- Indicates Vote to Overrule Veto
Adopted at a meeting of the Municipal Council
d" Se
4
i
tember 161 2021
�
Municipal Clerk, i
tj ,
2021 9:30AM No, 2132 P. I
OF •CARTERET - • ftaiet y.
MUNICIPAL CLEPM
To: Patdr -k J, AeBlaalo, Treasurcr
Borough of Carteret
UQUFST FOR CERTIFICATION OF AVAILABLE FUNDS:
For, PROFESSIONAL SERVICES - ENGINEERING SMVICES'- ROOSCVCLT
AVENUE PUMP STATION FORCE MAIN CONDITION ASSESSMENT
NameofAccount: Mott MacDor:a• -ld
Amount to be encumbered;
Resolution A Jr '
! ° s
YYIIYIItlgM4YI.JpppJYlp YgNYYYYYY YYYtlOYYplpp \Yp Yq Yppp YO.ppgv YgvbgpgqO tlY YOpY pYptl
CERTIFICATION OF AVAILABILITY OF FUNDS
I, Treasurer of.the Borough of Carteret, do hereby certify that there are sufackntfunds
available in the current budget to enable the Borough Council to authorize the entering
into a contract between; the Borough of Carteret and:
The funds available for this contract are in rte budget, in the account oh
in the amopntof: / pa 9,
a
By this certification, I have hereby encumbered the above narnecl account for the amount
of the contract Pending Council action.
• I'atriel J. DeBlasio, Treasurer
Date: `V1&12a }t
Momorial Municipal Building & 61 Cooke Avenue ® Carteret, New jersey 07000
Tel:732••5413800 6 Pax:732 -541 -0925 0 I y;oxteratnet
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:
September 22, 2021
Notary Public of New Jersey
DANA C. ARCHEVAL
NOTARY PUBLIC OP NEW JERSEY
My COMMISSIon EXPIfes 1/12/2022
Sworn and subscribed before
me this day of r,- a "
Municipal Clerk
Al Finance Notice 2021 -11 June 4, 2021 Page 4
Sten 3: Identify actual revenue, which equals revenues collected over the past twelve months as of
the calculation date.
An Excel -based revenue loss calculation worksheet is available on the Division's Municipal and
County Budgets webpage under the American Rescue Plan (ARP) Forms heading.
Upon receiving LFRF Funds, recipients may immediately calculate the reduction in revenue as of
December 31, 2020 and deploy funds to address any shortfall. Once a shortfall in revenue is
Identified, recipients will have broad latitude to use this funding to support government services,
up to this amount of lost revenue. Recipients will have the opportunity to re- calculate revenue loss
as of December 31St in 2021, 2022, and 2023 to capture any lagging impact of the crisis on revenues.
Please review the Interim Rule and reference materials for further details on what can be factored
as revenue loss.
Water. Sewer & Broadband Infrastructure
Counties and municipalities may invest LFRF funds toward necessary improvements to their water,
wastewater, and storrnwater Infrastructures, including projects that address the impacts of climate
change. Recipients may use this funding to invest in an array of drinking water infrastructure
Projects, such as building or upgrading facilities and transmission, distribution, and storage
systems, including the replacement of lead service lines. Funds may also be used for wastewater
infrastructure projects including constructing publicly -owned treatment infrastructure, managing
and treating storrnwater or subsurface drainage water, facilitating water reuse, and securing
publicly -owned treatment works. Eligible uses of LFRF funds for water and sewer projects align
with the wide range of types or categories of projects that would be eligible to receive financial
assistance through the Environmental Protection Agency's (EPA) Clean Water and Drinking Water
State Revolving Funds, Green infrastructure projects that support storrnwater system resiliency
could include rain gardens that provide water storage and filtration benefits, and green streets,
where vegetation, soil, and engineered systems are combined to direct and filter rainwater from
Impervious surfaces.
Investments in broadband must be made in areas lacking a wireline connection that reliably
delivers minimum speeds of 25 Mbps download and 3 Mbps upload. Broadband infrastructure
projects should deliver services offering reliable 100 Mbps download and 100 Mbps upload speeds
unless impracticable due to topography, geography, or financial cost. In addition, recipients are
encouraged to pursue fiber optic investments. Recipients are also encouraged to prioritize projects
that achieve last -mile connections to households and businesses. Counties and municipalities
intending to directly or indirectly undertake a broadband project should review P.L. 2007 c 191
(N.j.S.A, 40:9D -1 through 40:9D -8) to determine whether the law applies to the project and, if so,
whether the law requires Local Finance Board approval of the project.
Necessary investments Include projects that are required to maintain a level of service that, at
minimum, meets applicable health -based standards, accounting for resilience to climate change, or
establishes or Improves broadband service to unnerved or underserved populations to reach an
adequate level to permit a household to work or attend school, and that are unlikely to be met with
private sources of funds. U.S, Treasury's Interim Final Rule also encourages recipients to ensure
M
MOTT ' -' M
MACDONALD
Mr. John P. DuPont, PE, CME, PP
Director of Municipal Engineering
Borough of Carteret
61 Cooke Avenue
Carteret, NJ 07008
Borough of Carteret
Roosevelt Avenue PS Force Main
Force Main Condition Assessment
September 1, 2021
Dear Mr. DuPont,
3 Paragon Way Mott MacDonald is leased to submit to the Borough of Carteret the Borough) this
Freehold NJ 07728 P 9 ( g )
United states of America proposal for the condition assessment of the Roosevelt Avenue Pump Station Force
Main. The force main has experienced several failures over the past few years which
T +1 (732) 780 6565 have required emergency repairs at high cost to the Borough. It is the Borough's
F +1 (732) 577
www.moltmac. com intention to develop a condition assessment program and, as necessar Y. strategies
for repairing or potentially replacing the force main.
Background
The Roosevelt Avenue Pump Station (RAPS) is the Borough's main sewage pump
station which receives all of wastewater generated and collected within the Borough.
This pump station conveys flow to a meter chamber located in Woodbridge Township
where flow leaves the meter chamber and travels by gravity to a second Woodbridge
Township owned pump station which then conveys flow to the Middlesex County
Utilities Authority's Heyden Interceptor for ultimate treatment at the Middlesex County
Utility Authority's Central Treatment Plant and discharge to the Raritan River. Flow
is conveyed by the Roosevelt Avenue Pump Station via the subject 27 -inch diameter
prestressed concrete cylinder pipe (PCCP) force main. The force main is
approximately 16,000 - linear feet (exceeding 3- miles) in length and is located within
both the Borough of Carteret as well as the Sewaren section of Woodbridge
Township. The force main was constructed in 1988 concurrently with the construction
of the Roosevelt Avenue Pump Station and decommissioning of a wastewater
treatment plant once owned and operated by the Borough.
The existing 27 -inch PCCP force main has been in continuous service for over 30-
years. Although most PCCP pipe is speculated to have a service life of approximately
50- years, certain production cycles of PCCP have been known to fail catastrophically
rather than deteriorate slowly over time. Over the past decade, the force main has
experienced three (3) significant failures requiring emergency repair which included
one section of replacement and two sections of new interior lining. These failures
were located in proximity to high points in the force main where hydrogen sulfides
collect and deteriorate the interior mortar lining of the pipeline ultimately resulting in
Mexposure, corrosion and failure of the steel cylinder within the pipe's core structure.
M These repairs resulted in unforeseen emergency construction costs to the Borough
of Carteret exceeding $3M In total. It is recommended that the Borough take a
MATT proactive approach and assess the condition of the entire force main and
MACDANALD subsequently address any identified deficiencies to minimize the potential for a
catastrophic failure. The force main condition assessment will identify areas of
concern and outline strategies for making repairs and for replacing or rehabilitating
segments of the force main. This will allow the Borough to address any concerns by
taking proactive measures rather than requiring emergency repairs, which can cost
3 to 9 times the cost of a planned upgrade or repair.
Given the importance of the Roosevelt Avenue Force Main to the health and well-
being of the Borough and its residents and the high cost of performing emergency
repairs, we believe that it is in the Borough's best interest to evaluate, identify and
repair the force main in a proactive manner. Pipe failures and subsequent emergency
repairs can be minimized by conducting a proactive condition assessment program
and properly planning repairs and upgrades for deficiencies identified in the
assessment.
Protect Understandin
Since the existing force main must remain in continuous, uninterrupted operation, the
inspection and assessment of the force main requires a unique approach and
inspection techniques. The Borough has wisely taken the first step in the condition
assessment process by performing a feasibility study into the pipeline inspection
methods. After completing the feasibility study, which was issued to the Borough in
March 2016, the next step in the condition assessment process is the field inspection
work. The feasibility study recommends two (2) inspection procedures: a leak and
gas pocket detection, and an electromagnetic inspection.
The acoustic leak and gas pocket detection survey is the first step of the condition
assessment. This will allow the inspection of high points, air pockets, and related
concerns within the pipeline, which has been determined through the feasibility study
to be the most likely cause of failure for the pipeline. A full inspection and assessment
of the air release valves and manholes would also be performed to ensure these are
functioning properly.
The electromagnetic inspection provides a non - destructive method of evaluating the
condition of the structural component that provides the pipe's strength — the
prestressing wire wraps, Electromagnetic Inspections ascertain a magnetic signature
for each pipe to identify anomalies that are produced by zones of prestressing — this
will allow for a more Indepth collection of data providing a condition assessment of
the PCCP force main which can then be used by the Borough to determine exact
locations that may require repair to prevent failure.
Scope of Work
For this project, Mott MacDonald proposes to retain the specialized services of Pure
Technologies, a Xylem Inc. brand, of Branchburg, New Jersey. Pure Technologies is
a leader in innovative technologies for inspection, monitoring and management of
buried infrastructure. Pure Technologies also assisted in the preparation of the
feasibility study completed in March 2016.
In order to perform a leak and gas pocket detection survey, an approach has been
developed that involves the use of Pure Technologies' acoustic -based SmartBall®
leak and gas pocket detection tool. The SmartBail" tool is inserted into a pipeline and
allowed to traverse the active force main while recording changes in the acoustic
Mr. John DuPont I September 1, 20211 Page 2 of 5
Mprofile of a pressurized main. This task includes the pressurized insertion and
Mextraction of the SmartBall tool and the acoustic inspection data collection.
MOTT In order to perform an electromagnetic inspection, Pure Technologies would utilize
MACDONALD their PipeDiver® tool. The PlpeDive& tool Is Inserted into the pipeline through existing
appurtenances similar to the SmartBall® tool and is neutrally buoyant and carried by
the flow of water, travelling at approximately 90% of the flow rate In the pipeline. This
tool will record comprehensive data on the condition of the pipewall, and for PCCP,
this means identifying broken prestressing wire wraps.
With the installation of a new bypass chamber as part of the Contract 2019 -2:
Rehabilitation of Roosevelt Avenue Pump Station, the new 16" diameter bypass
connection point will be utilized for insertion of both the SmartBall and PipeDiver
tools.
Mott MacDonald will provide coordination and support throughout the preparation
work by others (see below) and pipeline inspection efforts. Prior to performing the
SmartBall" and PipeDiver" inspections, all of the air release chambers will be
inspected and a summary memorandum developed to outline any needed
improvements. After the completion of the force main inspections, a report will be
prepared that will detail the results and provide recommendations for proposed
improvements and repairs.
Work By Others
The feasibility report outlined the methodology for conducting the force main
inspections and presented a number tasks that must be completed by the Borough
in advance of the field inspection efforts. These tasks are necessary to make minor
modifications to the Borough's piping to allow for the insertion of the inspection tools
and for the monitoring of the devices during inspections.
It is noted that six tracking locations will be inside existing air release manholes or
cleanout manholes. These locations, which are described in greater detail in the
attached Appendix A of the Feasibility Study (Attachment 2), are summarized below:
• SBR -2: Force main cleanout (Station 154 +23) at intersection of Roosevelt
Avenue and Peter J. Sica Industrial Highway;
• SBR -3: Air release manhole (Station 132 +54) on Roosevelt Avenue near
Pulaski Avenue;
• SBR -6: Force main cleanout (Station 65 +04) at intersection of Port Reading
Avenue and Prot -ogis Way;
• SBR -7: Air release manhole (Station 49 +17) on Cliff Road near railroad
tracks. The Borough may need to obtain legal right -of -entry for this tracking
location since it is located on the former Hess property;
• SBR -8: Force main cleanout (Station 22 +85) at Cliff Road near entrance to
PSE &G Sewaren Generating Station; and
• SBR -9: Force main cleanout (Station 3 +39) at Wesley Place and Harmony
Way.
At the tracking locations identified above, tracking receivers will be installed by Pure
Technologies with assistance from the Borough. The Borough will provide access,
traffic control with Borough vehicles, open the chambers and pump out any water in
the vaults.
Installation of the tracking receivers at two other locations require excavation of the
force main. These locations are located near the intersection of Essex Street and
Hudson Street (SBR -4) and near the intersection of Port Reading Avenue (County
Mr. John DuPont I September 1, 20211 Page 3 of Route 604) and Marion Street in Woodbridge (SBR -5). This work will be
Mperformed by the Borough's on -call utility contractor, B &W Construction Company of
M NJ (B &W) of South River, New Jersey.
MOTT At these two locations, B &W will need to locate the main using a utility location service
MACDONALD (Inframap) since as -built record plans are not available on the existing force main.
After the force main is located, the installation of the tracking receiver will require
traffic control and coordination with Middlesex County (for location SBR -5) in order
to perform the excavation, backfill and pavement restoration. In preparation for the
SmartBall and Pipe Diver tool insertion at the Roosevelt Avenue Pump Station, B &W
Construction will remove the blind flange of the 16 -inch bypass connection to the
bypass chamber. After the insertion of the SmartBall & PipeDiver devices, B &W will
re- install the cover using the existing stainless steel bolts. In an effort to determine
the cost of the upfront field work, Mott MacDonald has coordinated directly with B &W
to develop an estimate for the proposed work. B &W's written estimate is attached to
this proposal as Attachment 1. B &W will coordinate this work with Mott MacDonald
and Pure Technologies,
Fees
We propose to undertake the work described herein on a lump sum basis as
summarized in the table below.
Task
Description
Work By
Cost
1
Preparation for Field Inspection
SmartBall /Pipediver Insertion at
1a
Pump Station Bypass Chamber
B &W*
$66,320
and Excavation for Tracking
Sensors at Two (2) Locations
Coordination and Inspection of
lb
Two (2) known Air Release
Mott MacDonald
$7,500
Manholes
2
Force Main Field Inspection
Project Management, Planning,
Puretech through
2a
and Mobilization (includes bypass
Mott MacDonald
$123,815
pumps for tool insertion)
2b
SmartBall Acoustic Leak and Gas
Puretech through
$33,925
Pocket Detection Survey
Mott MacDonald
2c
PipeDiver Electromagnetic
Puretech through
$282,325
Inspection
Mott MacDonald
2d
Engineering Assistance During
Molt MacDonald
$8,500
Field Inspection
3
Engineering Analysis and Report Preparation
3a
Engineering Analysis
Puretech through
$29,850
Mott MacDonald
3b
Report Preparation
Puretech through
$28,750
Molt MacDonald
TOTAL (B &W)*
$66,320
TOTAL (Mott MacDonald Including Puretech)
$514,655
Incentive- Smartball /Pipediver Mobilization and
$45,000
Planning Joint Project Discount
TOTAL (Mott MacDonald including Puretech)
$469,655
Table 1 — Force Main Assessment Cost Estimate
Mc John DuPont i September 1, 20211 Page 4 of 5
M*It is assumed that the work covered under "Task 1a — SmartBall /Pipediver Insertion
M at Pump Station Bypass Chamber and Excavation for Tracking Sensors at Two (2)
Locations" to be contracted directly by the Borough with B &W. This cost is based on
MATT
MACDONALD a proposal received by Mott MacDonald from B &W.
In addition to the above fee proposal, the Borough also has the following optional
scopes of work which can be additionally performed:
Additional
- Task
Description
Work By
Cost
1
Advanced Digitized GIS
Puretech through
$27 945
Deliverable
Mott MacDonald
2
Remaining Useful Life
Puretech through
$11,500
Analysis
Mott MacDonald
TOTAL (Mott MacDonald including Puretech)
$39,445
An advanced digital GIS formatted file can be delivered to the Borough for their own
as -built records of the force main. This will give the Borough accurate as -built and
current conditions of the pipeline in regards to recording keeping.
An analysis can also be performed to give an approximate determination of the
remaining useful life of the pipeline based on the data collected during the pipediver
investigation.
We thank you for the opportunity to submit this document and would be pleased to
discuss the proposed scope of services In greater detail. If you have any questions
regarding this document, please contact our office.
Very truly yours,
Mott MacDonald
Eric C. Betz, PE, BCEE, CME Angelo Bufaino, PE
SVP & Development Manager Senior Vice President
T 732.333.3270 T 732.333.3272
eric.betz @mottmac.com angelo.bufaino @mottmac.com
cc: Peter Kocsik, P.E., Mott MacDonald
Peter Giammona, P.E., Mott MacDonald
Mr. John DuPont I September 1, 20211 Page 6 0l6
Attachment 1 Page 1 of 4
0 B & W Construction Co. of NJ Inc.
P.O. Box 574
South River, NJ 08882
July 13, 2021
Mott MacDonald
3 Paragon Way
Freehold, New Jersey 07728
Attn: Mr. Peter J. Giammona PE, CME
Project Engineer
Phone 732- 967 -1900
Fax 732 - 967 -6330
Page 1 of 4
Tele. (732) 813 -1549
Cell. (973) 769 -4049
Email: peter.giammona@mottmac.com
RE: PROPOSAL FOR ROOSEVELT AVENUE FORCE MAIN INVESTIGATION CARTERET NJ
1. Secure a Road Opening Permit from the Middlesex County Highway Department.
2. Call in mark out request for the proposed excavations on Roosevelt Avenue & Essex
Avenue.
DAY #1
1. Supply all necessary signs and cones.
2. Supply policemen for traffic control.
3, InfraMap Corp. will perform Electronic Sweep /Targeting to locate the 27 inch force main
on Roosevelt Avenue between Key Court & Marion Street and also on Essex Avenue
between Roosevelt Avenue & Hudson Street,
DAY #2
1. Supply all necessary signs cones.
2. Supply policemen for traffic control.
3. InfraMap Corp. will perform Test (toles using air /vacuurn excavation to confirm the
location of the 27 inch force main on Roosevelt Avenue between Key Court & Marion
Street and also on Essex Avenue between Roosevelt Avenue & Hudson Street.
Dav #3
1. Supply all necessary signs and cones.
2. Supply (2) policemen for traffic control.
3. Cut, remove and dispose of approximately 7 SY of pavement above the 27" force main
on Roosevelt Avenue between Key Court & Marion Street.
4. Excavate up to 8 feet deep to expose the top of the 27 Inch force main.
5. Supply and install trench protection.
6. Install tracking device on top of the 27 inch force main. (This will be done by Mott
MacDonald)
7. Remove all trench protection.
Member of Utility & Transportation Contractors Association
Holler Business Bureau of New Jersey
Attachment 1 Page 2 of 4
01 B & W Construction Co. of NJ Inc.
9. Supply and install stabilized base course, 8 Inches thick as per Middlesex County
Highway Department specifications.
10. Supply and Install FABC top course, 2 Inches thick with tack as per Middlesex County
Highway Department specifications.
11. Remove all signs, cones and police, open road to thru traffic.
Day #4
1. Supply all necessary signs and cones.
2. Supply (1) policemen for traffic control,
3. Cut, remove and dispose of approximately 7 SY of pavement above the 27" force main
on Essex Street between Roosevelt Avenue & Hudson Street.
4. Excavate up to 8 feet deep to expose the top of the 27 inch force main.
5. Supply and install trench protection.
6. Install tracking device on top of the 27 inch force main. (This will be done by Mott
MacDonald)
7. Remove all trench protection.
8. Backfill the trench 7 Inches below finished pavement elevation using %" blend stone
compacting In lifts to prevent settlement as per the Borough of Carteret specifications,
9. Supply and install stabilized base course, 5 inches thick as per Borough of Carteret
specifications.
10. Supply and install FABC top course, 2 inches thick with tack as per the Borough of
Carteret specifications,
1. Remove all signs, cones and police, open road to thru traffic,
Day ifs
1, Remove the 16 inch flange on the bypass chamber. (Borough will shut down the force
main if needed.)
2. Place smartball tool Into the pipe. (This will be done by Mott MacDonald)
3. Reinstall the 16 inch flange using the same bolts and nuts.
Member of Utility & Transportation Contraclors Association
Better Business Bureau of New Jersey
Attachment 1 Page 3 of 4
1' B & W Construction Co. of NJ Inc.
Day #7 (To be performed during night time hours)
1. Supply all necessary signs and cones.
2. Supply (1) policeman for traffic control.
3. Supply a light tower.
4. Supply a pump truck from a NJ registered waste hauler.
5. Remove the lids on the air relief chambers on Roosevelt near Pulaski and Cliff Road near
the railroad tracks.
6. Pump out the air relief manholes. (Everything pumped out of the air relief manholes will
be dumped back into the borough sewer system at a location provided to us by the
Borough.
7. Mott MacDonald will inspect the air relief manholes and air relief valves.
8. Reinstall the manhole lids.
9. Remove all signs and cones.
CONSTRUCT THE ABOVE FOR A LUMP SUM PRICE OF $66,320.00
NOTES:
A. All work listed for Days N1 through Day #6 shall be performed during day time hours.
B. All work listed for Day #7 shall be done during night time hours.
C. This proposal does not Include any milling or Infrared of the trench on Roosevelt Avenue
If required by the County of Middlesex.
D. All work listed is based upon 8 hours per day. Should for any reason any of the work
take longer than 8 hours per day, this proposal shall increase accordingly.
E. All work regarding the smartball and pipediver shall be performed by Mott MacDonald.
Member of Utility & Transportation Contractors Association
Better Business Bureau of New Jersey
Attachment 1 Page 4 of 4
0 B & W Construction Co. of NJ Inc.
P.O. Box 574
South River, NJ 08882
Phone 732 - 967 -1900
Fax 732- 967 -6330
Page 4 of 4
Thank you for allowing us the opportunity to provide you with a quote for this project,
Should you have any questions or would like to discuss this project further, please feel free to
contact me on my cell phone, (732) 236 -2417.
Resp c idly Submitted,
Raymond Baszak
President
B &W Construction Co, of NJ, Inc.
Member of Wilily 8 Transportation Contractors Association
Better Business Bureau of New Jersey
Attachment 2 Page 1 of 6
PlpeDiver and SmartBall Inspection Planning Document UCNNCI.00IES
Prepared for Hatch Mott MacDonald
I, =!! a 1 -7, n� al�
N
1 1
March 2016
Attachment 2 Page 2 of 6
PlpeDlver and Smartl3all Inspection Planning Document TECNnoLOO�ES,
Prepared for Hatch Mott MacDonald
March 2016
Attachment 2 Page 3 of 6
TECHN ��
PlpeDiver and SmartBall Inspection Planning Document OGIEB
Prepared for Hatch Mott MacDonald
March 2016
Attachment 2 Page 4 of 6
PlpeDiver and SmartBall Inspection Planning Document TeCHHOLOme6
Prepared for Hatch Mott MacDonald
March 2016
Attachment 2 Page 5 of 6
PlpeDiver and SmartBall Inspection Planning Document
Prepared for Hatch Mott MacDonald
UM
7C0IINOLOOICS
March 2016
Attachment 2 Page 6 of 6
PipeDiver and SmartBall Inspection Planning Document
Prepared for Hatch Mott MacDonald
March 2016