7347 - Contract Executed
Docusign City Council Transmittal Coversheet
File Name
Purchasing Contact
City Council Target Date
Piggy Back Option
Contract Expiration
Ordinance
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227-inch Water Supply Line
COMPREHENSIVE CONDITION ASSESSMENT
Prepared for:
City of Denton
Prepared by:
Pure Technologies U.S. Inc.
2310 McDaniel Drive
Carrollton, TX 75006
May 13, 2020
EXHIBIT B
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
Table of Contents
Introduction ..................................................................................................................................... 1
Pure Technologies U.S. Inc. .............................................................................................................. 1
Project Background ....................................................................................................................... 3
Project Approach – “Assess & Address” ......................................................................................... 4
Project Phases ............................................................................................................................... 5
Phase 1 - Site Reconnaissance and Project Planning ............................................................................. 5
Phase 2 - High-Frequency Pressure Monitoring .................................................................................... 5
Phase 3 - Identifying/locating Leak(s) and Gas Pocket(s) ...................................................................... 6
Phase 4 – Direct Measurement of Structural Integrity using Electromagnetic (EM) Inspection ......... 11
Phase 5 – Design Check & Pipe Performance Risk Curve(s) ................................................................. 16
Phase 6 - Report and Pipe-by-Pipe GIS Deliverable ............................................................................. 19
Phase 7 – Field Verification/Validation, Forensic Investigation and Report (if needed) ...................... 20
Assessing the 27-inch Raw Water Supply Line ................................................................................ 22
City of Denton Responsibilities ....................................................................................................... 22
Fee Schedule .................................................................................................................................. 23
Attachment A: Conditions of Engagement ..................................................................................... 26
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
1
IIntroduction
Pure Technologies U.S. Inc. (Pure Technologies) presents the following Scope of Services and
associated fee schedule to conduct a comprehensive condition assessment of the City of
Denton’s 27-inch Water Supply Line. The raw water supply line runs approximately 8.5 miles
from Lake Lewisville north to the Denton Water Treatment Plant.
The 27-inch water supply line is a bar wrapped pipe (BWP) material manufactured and installed
in 1955.
This document presents Pure Technologies’ technical approach to performing a comprehensive
condition assessment of the 27-inch bar wrapped pipe water supply line.
Pure Technologies U.S. Inc.
Pure Technologies specializes in the condition assessment of critical pipeline infrastructure –
supported by proprietary technologies developed for inspection of pressure pipelines, including
water mains and wastewater force mains. Since 1993, Pure Technologies has been a world
leader providing non-destructive testing and monitoring technologies to better understand the
condition of critical pipeline infrastructure. We have performed inspections on over 16,000
miles of medium and large diameter water pipelines and more than 800 miles of wastewater
force mains for more than 120 utilities worldwide. Excavations of pipe sections identified as
problematic through Pure Technologies’ inspection methodologies have validated our
technologies and capabilities to assess pipeline infrastructure.
Our philosophies with respect to managing critical pressure pipelines include:
1. Assess and Address: Pure Technologies strives to maintain
existing pipelines (rather than recommend their replacement)
through an “Assess and Address” approach. Performing
condition assessment and repairing only individual pipes that
need repair can safely extend the service life of pipelines and
provide significant cost savings. On average, a comprehensive
condition assessment and repair program can typically be
implemented for less than 10% of the capital costs to replace a
pipeline.
2. RReturn on Investment: One of Pure Technologies’ key philosophies is that the project should
provide “reliable” and “actionable” data and information with tangible benefits. If this is
accomplished, the Client will easily recognize a return that is far greater than their
investment and gain the public’s confidence, especially if any one of these three key benefits
is realized:
A comprehensive
condition assessment
and repair program can
typically be
implemented for less
than 10% of the capital
costs to replace a
pipeline.
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i. Averting Pipe Failure: Identify what immediate repairs are necessary to avert
imminent pipeline failures.
ii. Extending the Life of Pipelines: Without an understanding of the condition of a
pipeline asset, many utilities have prematurely replaced pipelines. EPA has
estimated that 70% to 90% of the pipe removed from the ground has
remaining life. Condition assessment and subsequent targeted repairs should
provide confidence in a pipeline to extend its service life.
iii. Improved Capital Planning: Understanding the condition of a pipeline will
provide significantly improved capital planning recommendations for future
pipeline management and renewal projects.
33. Obtaining a Comprehensive Assessment: Obtaining a comprehensive assessment, especially
for high risk pipelines, is important. Other case studies have demonstrated that too much
emphasis can be placed on pursuing an inexpensive condition assessment program while
overlooking the level of actionable information that can be obtained. The least expensive
technology may not provide the best value or most cost-effective pipeline solution. If an
inspection does not provide defensible or actionable data, it can lead to pipeline failures or
incorrectly allocated capital funds replacing the wrong pipelines at the wrong time; easily
eliminating the savings that were expected by deploying a less expensive condition
assessment tool. According to an American Water Works Association Research Foundation
Study, the average cost of a large diameter pipeline failure is $500,000 to $1,500,000. The
costs can be significantly higher in urban areas.
4. RRisk Based Condition Assessment: Pure Technologies is a firm believer that a risk-based
approach should be used to perform condition assessment and of critical pipelines. There is
no silver bullet technology that applies to all pipelines. In general, low resolution
technologies are appropriate for low risk pipelines. However, for high risk pipelines, a high
degree of reliability is essential and higher resolution tools are prudent to provide a more
comprehensive understanding of the pipeline.
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PProject Background
The 27-inch Raw Water Supply Line originates at the Lake Lewisville Pump Station and runs
approximately 8.5 miles north to the City of Denton’s Water Treatment Plant> After leaving the
pump station, the 27-inch bar wrapped pipe water supply line runs under IH-35 and then north
along the Denton County Transportation Authority’s railway track. The 27-inch bar wrapped pipe
was manufactured in 1955 and is assumed to have been installed in 1955-1956.
An aerial photograph displaying the approximate location of the 27-inch raw water supply line is
presented below in Figure 1.
Figure 1. Aerial photograph showing the approximate location of the 27-inch BWP Raw Water Supply Line
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PProject Approach - “Assess & Address”
Condition Assessment Approach for Bar Wrapped Pipe Water Mains
As presented earlier, the proposed overall approach to assessing pressure pipelines consists of a
risk-based approach that Pure Technologies calls Assess and AddressTM. The goal of this
approach is to identify and rehabilitate high risk pipes before they fail, which significantly
increases the remaining useful life of the pipeline at a fraction of the total replacement cost and
avoids pipeline failure.
A “comprehensive” condition assessment typically includes a combination of technologies and
methodologies, each serving as a complementary component in addressing a comprehensive
evaluation as to a pipeline’s ability to perform.
For the comprehensive assessment of the 27-inch BWP raw water supply line, Pure Technologies
is proposing to include the following:
x review of existing information, a site reconnaissance, meetings with City of Denton
operations and engineering, and development of a detailed project planning document
addressing all phases of the project;
x a workshop with the City of Denton to review the project planning document and insure
that all parties involved clearly understand their roles and responsibilities;
x continuous high-frequency pressure monitoring to identify potential sources of transient
events and/or cyclical loading conditions;
x performing a baseline pipeline inspection using a combination of technologies and
delivery platforms to address the appropriate level of risk to include:
o an inspection utilizing a free-swimming internal acoustic technology (SmartBall®)
to identify and locate existing leak and gas (air) pockets, and
o an electromagnetic (EM) inspection using a long-range Robotic unit and/or a free-
swimming PipeDiver® delivery platform to assess the structural integrity of each
pipe within the water main.
x a structural evaluation of the pipe design as compared to AWWA design standards or
other applicable standards in effect at the time of manufacture, as well as the current
design standards;
x developing Pipe Performance Risk Curves for each pipe design; and
x a final report including:
o the results of all technology inspections,
o a risk assessment and ranking of distressed pipes based on likelihood of failure,
o a pipe-by-pipe geospatial GIS deliverable
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Each phase of a “comprehensive” condition assessment is presented in greater detail below.
PProject Phases
Phase 1 - Site Reconnaissance and Project Planning
Pure Technologies will conduct a site reconnaissance, review existing pipeline drawings, meet
with the City of Denton’s operations personnel, evaluate design specifications, hydraulic
conditions, manufacturing and installation details which will be used in planning the condition
assessment and verifying the appropriate inspection/testing technologies and engineering
analysis. Any unexpected pipeline features or missing information identified in the process of
the review will be noted and discussed with the City. A workshop with the City of Denton will
culminate the planning process, with all parties understanding roles and project requirements
prior to Pure Technologies mobilizing on site.
Phase 2 - High-Frequency Pressure Monitoring
Hydraulic pressure transients occur in pipelines when the steady-state conditions of the system
change due to pressure or flow disturbances (e.g. the rapid closure of a valve, pump start-
up/shutdown, etc.). The magnitude of a transient is related to several factors including the flow
rate within the pipeline, the time in which the change in the steady-state condition occurs, and
pipe hoop rigidity. During the change, the kinetic energy of the flow momentum is converted
into potential energy with a rise in pressure and strain energy in the pipe wall.
Conventional pressure monitors typically collect data in intervals of minutes while a pressure
transient may occur in a fraction of a second. When a transient occurs in the pipeline, it is
important that a high rate of sampling be utilized to capture the true magnitude of the transient
event. High-frequency pressure monitoring equipment addresses the sampling rate issue by
continuously monitoring pressure at a high sample rate up to 256 Hz or 256 times per second).
Figure 2 illustrates the difference between conventional and high-frequency pressure
monitoring.
Figure 2: Comparison of Traditional (in yellow) and High-Frequency (in blue) Pressure Monitoring Data
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The yellow trend line in the figure shows the pressure data recorded at a sample rate of one
reading per minute. Based on conventional pressure monitoring, the internal pipeline pressure
ranges between 25 and 50 psi, which is well below the pipe design pressure of 250 psi (green
horizontal line). However, when the high-frequency pressure monitor data, recorded at a sample
rate of more than 100 samples per second (blue trend line) is analyzed, a significant transient
event can be seen that reaches nearly 240 psi. Further evaluation of available pump station
operational data indicated that the transient coincided with a rapid pump shutdown. If a pipeline
owner/operator relies solely on conventional pressure monitoring, the actual pressures
impacting a pipeline may not be detected thereby limiting an accurate structural evaluation,
condition assessment, and operational awareness.
Why implement Transient Pressure Monitoring?
Collection of transient pressure data is critical in the hydraulic evaluation of a pipeline’s
performance and can add significant value to the condition assessment. The occurrence of
pressure transients within a pipeline can have adverse effects on the integrity of a pipe section.
Damage from pressure transients can include cracking of the cement mortar coating and /or
lining, crack propagation, movement at joints and structural fatigue. The impact of pressure
transients can vary depending on the magnitude of the transient and current condition of the
pipe. Accumulated damage of this nature can eventually decrease the structural integrity of the
pipe.
Understanding the maximum pressure (operating + transient) experienced in the pipeline, allows
for optimal utilization of the Pipe Performance Risk Curve when assessing the potential risk of
failure for distressed pipes identified as part of the condition assessment inspections.
Implementation of continuous high-frequency pressure monitoring also measures the true
impact of various system operations on a pipeline and can help validate and calibrate a hydraulic
surge model.
PPhase 3 - Identifying/locating Leak(s) and Gas (Air) Pocket(s)
As part of the baseline inspection, Pure Technologies typically inspects each pipeline for leaks
and pockets of trapped gas (air) pockets. Whereas leaks indicate an obvious concern, air pockets
can also be a major concern - restricting flow capacity in a pipeline.
Because the sound created by leaks in large diameter pipelines attenuate much more rapidly
(versus smaller diameter pipe), conventional external leak detection using listening mics and
correlators is typically not feasible. Transmission mains also do not provide enough “touch”
points at which external listening mics or correlators can detect most leaks.
Because of these limitations associated with conventional external leak detection, Pure
Technologies utilizes an internal acoustic leak and gas pocket detection technology that allows
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the acoustic sensor to pass directly by a leak. Given the sensitivity of the internal acoustic
system, Pure Technologies can detect leaks less than 0.1 gallons per minute. The internal
acoustic leak detection systems require a minimum operating pressure in the pipeline of 15 to
20 psi. The higher the pressure in the pipeline, the lower the detection level. The pressure does
not affect the technology’s ability to detect gas pockets.
Pure Technologies is proposing to utilize a free-swimming internal acoustic device called
“SmartBall®” to identify and locate leaks and gas (air) pockets in each water supply line.
Additional information regarding the SmartBall is presented below.
SSmartBall® Free Swimming Device
Pure Technologies’ patented SmartBall
technology is a free-swimming device that
consists of a foam ball that envelops a water-
tight aluminum sphere (approximately 2-½
inches in diameter) that contains
instrumentation and a power source. The
inner core contains the battery power source,
as well as an acoustic sensor, microprocessor,
ultrasonic transmitter to track the device, an
accelerometer to measure the rotation of the
ball and a magnetometer to assist in
identifying features along the pipeline.
The device is inserted into a live and flowing
pipeline and released to allow the flow to roll
it downstream. The SmartBall is designed to
roll on the bottom of the pipe, which allows the accelerometer to record the rotations of the
device, which in turn aids in establishing its velocity and placement of the device at any given
time during the survey.
The compressible foam outer ball allows for insertion through any existing 4-inch diameter
outlet. The outer foam material deadens any sound the tool may make while rolling on the
bottom of the pipeline and provides mass by which the device is pushed by the flow of the
water. While the ball is traversing the pipeline, it continuously records all acoustic activity in the
pipeline.
Because signals generated by an electromagnetic inspection of bar wrapped pipe (BWP) may be
partially masked at the joint rings where the metallic mass increases due to the thicker steel bell
and spigot that overlap, the SmartBall will identify if any leaks have occurred at the joint due to a
Figure 3: SmartBall and SmartBall Tracking System
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rolled gasket, a slightly opened or pulled joint and/or possible corrosion through the cylinder
because of poor exterior mortar protection and/or a poor quality weld between the steel
cylinder and thicker joint rings.
Insertion
The SmartBall tool is typically inserted through a 4-inch or 6-inch gate valve into an active
pipeline, as illustrated in Figure 4. In instances where a hot tap is required to provide access,
Pure Technologies requires a six (6) inch tap. The gate valve for insertion is mounted on the top
of the pipe, without any bends in the riser connecting the valve to the pipeline. The minimum
internal diameter of the opening from the gate valve to the pipe must not be less than 4-inches
or the insertion equipment will not pass through. A minimum of 4 feet overhead clearance is
required above the top of the insertion valve flange.
Extraction
The SmartBall tool is typically extracted from the pipeline by inserting an expandable, retractable
extraction net deployed into the flow of the pipeline. The ball, which is rolling along the bottom
of the pipe, will be caught in the net and retrieved from the active pipeline, as illustrated in
Figure 5, below.
Figure 4: SmartBall Insertion
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The standard extraction net can be inserted through a 4-inch or 6-inch gate valve into the active
pipeline. Again, if a hot tap is required to provide access, Pure Technologies will require a 6-inch
hot tap. The gate valve must be oriented vertically off the top portion of a flat section of pipeline
(flat and straight for a minimum of 30 feet before the extraction site). The minimum internal
diameter of the opening from the gate valve to the pipe must not be less than 4-inches or the
extraction equipment will not pass through. At least 16 feet of headroom is required above the
top of the gate valve to extract the ball from. Pure must be made aware of any additional valves
nearby the planned extraction site.
SmartBall Tracking Receivers (SBRs)
Pure Technologies utilizes proprietary SmartBall tracking receivers (SBR’s), as shown previously in
Figure 3, to track the location of the device as it travels through the pipeline. The SBR’s utilize a
small sensor that is applied to the outer surface of a metallic surface in direct contact with the
fluid column.
Prior to the inspection, SBR tracking sensors will be installed along the pipeline to allow for the
SBRs to track the position of the SmartBall as it travels through the pipeline. The SBRs perform
best when attached directly to the metal surfaces of pipeline appurtenances, such as existing air
release valves, flanges, valves or any other contact points on the pipe. At these locations, Pure
Technologies’ staff will adhere the requisite number of acoustic sensors on the pipe for the
duration of the survey.
To achieve a desired locating resolution of plus or minus three (3) feet for any leaks and/or air
pockets identified, Pure Technologies prefers that SBR tracking locations be spaced 2,500 to
3,500 feet apart.
Details for installing SBR’s will be included in the Project Planning document prior to the
inspection.
Figure 5: SmartBall Extraction
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Pure Technologies will evaluate the use of existing
appurtenances for installation of the SBR tracking
sensors and will advise as to the need for any
vacuum extraction “pothole” excavations that
may be necessary to provide necessary SBR
tracking locations. These locations will be field
verified to avoid existing utilities and roadways
and summarized in the Project Planning
document.
Flow Requirements
The SmartBall tool requires a minimum pipeline
liquid average velocity of 1 to 3 feet per second
(fps). The inspection rate is approximately 70% of
average liquid velocity. The City of Denton staff will control the flow rate to confirm the
requisite velocity during tool deployment.
The existence of any bottom outlets, off-takes or inline valves must be brought to the attention
of Pure Technologies when planning the inspection. All in-line valves located along the length of
the pipeline must be fully opened prior to inspection. Any off-take lateral valves must be
assessed in advance of the field inspection and shall be fully closed during the inspection.
Pipeline Pressures
City of Denton staff will operate the system to maintain pipeline pressures as necessary to
accommodate system requirements. Approximate pressure measurements may be requested
during inspection. Pressure in the pipeline should not be less than 20 psi at any time.
Data Analysis & Reporting
Once the SmartBall is retrieved, the recorded data is downloaded and analyzed by experienced
data analysts. The SmartBall report will identify and locate all leaks and gas (air) pockets in each
pipeline. Whereas the benefits of finding and repairing leaks is obvious, many utilities have
become more aware of the importance of eliminating gas (air) pockets in the line, as they can
reduce capacity in the line and increase energy consumption required for pumping. Gas (air)
pockets will also exacerbate the effect of any transient events that may be occurring in a
pipeline.
Figure 6. Tracking at a pothole location.
Note the 8-inch green PVC sleeve and cap installed as
part of the vacuum extraction excavation process.
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PPhase 4 – Direct Measurement of Structural Integrity using Electromagnetic (EM) Inspection
Over the years, bar wrapped pipe has been called various names, including pre-tensioned
concrete cylinder pipe (P303), concrete cylinder pipe (CCP), rod wrapped pipe and C303 pipe.
The proper name is Bar-Wrapped Pipe (BWP). The minimum design and manufacturing
requirements are covered by the AWWA C303 standard.
BWP is comprised of a welded steel
cylinder that serves as a watertight
membrane and works together with
steel reinforcing bars wrapped under
tension around the cylinder to
provide strength. An internal cement
mortar lining and external cement
mortar coating provide corrosion
protection to the steel components.
BWP is essentially designed as a steel
pipe with mild steel used to
manufacture the steel cylinder and steel bars. BWP utilizes a cement mortar coating placed over
the steel cylinder and bars to protect the pipe. The coating places the steel in an alkaline
environment that prohibits corrosion. If the coating deteriorates or is damaged due to improper
handling, operations, aggressive environments, etc., the alkaline environment will be
compromised which may lead to corrosion of the steel cylinder and bars. As these elements
corrode, the steel cylinder and bars will pit, thereby reducing the effective area of steel. If
corrosion continues to progress, the pipe will likely develop a small, non-visible leak, which will
grow with time. Eventually a large visible leak or a pipe failure will occur.
Figure 7: Cross section of bar wrapped pipe
Figure 8: Examples of BWP deterioration: crack, extensive Corrosion, delamination and leakage
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There are two important aspects to note regarding the deterioration of BWP:
1. Broken bars: there may or may not be broken bars, as corrosion and deterioration can
begin on the bars or on the cylinder.
2. Ductile failure: since the structural elements of BWP consist of mild steel, a brittle
(sudden) failure is highly improbable. Rupture can occur; however, it usually takes place
after an extended period of deterioration, usually preceded by leakage. This has been
anecdotally contradicted in field observations, where reported sudden failures have
occurred; however, in these cases, it is likely that the pipe was previously leaking for an
extended period, but the leak was unnoticed.
Evaluating the condition of BWP involves a combination of technologies and techniques to
identify the various signs of deterioration. Signs of deterioration can include degradation of the
bars and steel cylinder, leakage, concrete cracking, spalling and deflection.
EElectromagnetic (EM) Inspection of Steel Pipe and Bar Wrapped Pipe
Pure Technologies’ patented EM system can detect wall loss due to corrosion on the steel pipe
and the steel cylinder of BWP, as well as the broken bars on BWP. It is reasonable to expect that
the bars on BWP can be severely corroded but not yet broken. Since the EM system can only
detect broken bars and not partially corroded bars, inspections where no broken bars are
detected does not necessarily indicate that the pipe is structurally sound.
With BWP, corrosion can begin on the bar or on the cylinder. Although the EM system cannot
detect corrosion alone, it can identify areas of corrosion that has resulted in significant wall loss,
including large holes in the cylinder or areas where significant cylinder perforation has occurred.
The size depends on the pipe class, diameter and number of detectors.
EM technology identifies regions of wall loss on the steel pipe/cylinder along the full alignment
of a pipeline. An exciter coil generates an electromagnetic field that then diffuses into the pipe
wall. If the pipe wall thickness is consistent (i.e. no wall loss), this field remains relatively
constant as determined by signals captured by receiver coils on the delivery platform that are
positioned around the internal circumference of the pipe.
In the presence of wall loss (corrosion), changes in the field are detected by the receiver coils
and later identified as wall loss during the analysis of the data. EM inspections evaluate the
electromagnetic signature over the pipe wall to identify anomalies that are produced by
variations in the cylinder thickness due to wall loss or manufacturing defects. Various
characteristics associated with an electromagnetic anomaly (length, magnitude, phase shift, etc.)
are evaluated to provide an estimate of the size and depth of the anomaly.
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The expected resolution of the EM inspection technology depends on the proximity of the
detectors to the area of wall loss and the spacing of those sensors around the circumference of
the pipe. For the 27-inch water supply line, the minimum defect size
for detection is approximately 3-in x 3-in x 30% loss. This means that
the pipe will be fully scanned circumferentially and longitudinally for
defects this size and larger. It is possible that defects that are smaller
that this will be detected if they pass directly under a detector.
Pure Technologies recommends a thorough validation and
calibration process for any technology implemented over the course
of the project. Test pits will serve to allow for external verification of
wall thickness to validate the results of any inspection and provide
an opportunity to further document the actual condition and
environment of the pipeline. Direct access to the exterior of the pipe
will also allow for the collection of soil or material samples,
identification of issues with bedding or settlement, visual
examination of the exterior coating and for wall thickness
measurements to be taken.
Figure 9. 70% Wall Loss on
20-inch steel cylinder
identified by EM
iti
Amp contour
32 34 36 38 40 42 44 46 48 50
2
4
6
8
10
12
Figure 10. Bar Breaks/cylinder corrosion on BWP identified using EM Inspection
Joint Bar Breaks & Wall Loss Joint
Figure 11. Examples of distressed bar wrapped pipe identified by EM inspection
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DDelivery Platforms for EM Inspection
The EM inspection technology can be deployed using one of three delivery platforms: manned
cart, long-range multi-sensor robotic unit and/or a free-swimming PipeDiver® tool. Because
manned cart applications can only be performed in pipe diameters 36-inch and larger, Pure
Technologies is limited to conducting the electromagnetic inspection using the long-range
robotic system and/or the free-swimming PipeDiver tool.
Free-Swimming PipeDiver
PipeDiver is a free-swimming device consisting of a battery module, electromagnetic exciter with
multiple detectors (receivers), and a tracking module. The PipeDiver is typically deployed and
captured under temporary de-pressurized conditions. Once inside the line, PipeDiver will travel
with the water flow until it reaches a predetermined
extraction point.
For the EM inspection of bar wrapped pipe, Pure
Technologies utilizes two different PipeDiver EM
configurations. A “24D” PipeDiver unit utilizes a 24-
detector circumferential array designed to identify
regions of wall loss on the steel cylinder of the BWP
along the full alignment of a pipeline. A “Standard”
PipeDiver utilizing a 6-detector array configured is used
to identify and locate broken reinforcing bars on the 27-
inch BWP water line.
For the steel cylinder, an exciter coil generates an electromagnetic field that then diffuses into
the pipe wall. If the pipe wall thickness is consistent (i.e. no wall loss), this field remains relatively
constant as determined by signals captured by receiver coils on the delivery platform that are
positioned around the internal circumference of the pipe.
In the presence of wall loss (corrosion), changes in the field are detected by the receiver coils
and later identified as wall loss during the analysis of the data. EM inspections evaluate the
electromagnetic signature over the pipe wall to identify anomalies that are produced by
variations in the cylinder thickness due to wall loss or manufacturing defects. Various
characteristics associated with an electromagnetic anomaly (length, magnitude, phase shift, etc.)
are evaluated to provide an estimate of the size and depth of the anomaly.
The expected resolution of the EM inspection technology depends on the proximity of the
detectors to the area of wall loss and the spacing of those sensors around the circumference of
the pipe.
Figure 12. PipeDiver EM with 24-Detector
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Tracking of the PipeDIver EM Tool
PipeDiver location is tracked from above ground using proprietary SBR tracking sensors (refer to
discussion on SmartBall) attached to the pipe or accessible pipeline appurtenances. Verification
as to the accessibility and acceptability for attaching at these locations is determined as part of
our advanced site reconnaissance and preparation of the project planning document prior to
performing any field work. In instances where reasonable locations for attachment of the
tracking sensors is not available, access points that can be provided utilizing vacuum extraction
methods to create an 8-inch access chamber to the surface of the exterior pipe wall.
Insertion and Extraction of the PipeDiver EM Tool
The PipeDiver will be inserted into the water line during a temporary shutdown of flow in the
line. Once inserted into a force main, the PipeDiver will be held in place using a “lasso”
configuration until such time that the required pressure and flow velocity are established; at
which time the PipeDiver would be released.
To ensure reliability and repeatability of data collected by the 24D PipeDiver, Pure Technologies
conducts two (2) inspection runs as standard operating procedure. Only one inspection run using
the standard PipeDiver to assess reinforcing bars is required. A consistent flow velocity between
1 to 3 fps is typically acceptable when running the standard PipeDiver; hhowever, the 24D
PipeDiver requires a consistent 1 fps flow velocity.
A net that will stop the PipeDiver tool at the end of inspection can also be installed (during a
brief shutdown and de-pressurization) into the pipeline to accommodate retrieval of the
PipeDiver. Once the PipeDiver is captured in the net, a second depressurization is required to
remove the tool and net from the pipeline through a minimum 16-inch access.
Figure 13: “Lasso” configuration used when deploying the PipeDiver under de-pressurized conditions..
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Figures 14 and 15 show a capture net and a configuration of the de-pressurized extraction net
system.
In addition to using the capture net, Pure Technologies can also capture the tool when it
discharges to open atmosphere and coordinate with the pump operator to stop flow as the
PpeDiver nears an extraction location and the unit can be retrieved by a remote operated
vehicle.
Data Analysis and Reporting
Upon collection and verification of acceptable data for each run, Pure Technologies. Specialized
data analysis will evaluate the data and identify distressed pipes and other anomalies. The
analysis and reporting of the results typically take 12 to 14 weeks. In addition to proving all
results in a detailed Excel spreadsheet for each pipe, Pure Technologies also presents the
findings in a pipe-by-pipe geo-spatial GIS deliverable.
Figure 15: Configuration of de-pressurized
extraction net system. Figure 14: Capture Net for
de-pressurized extraction
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LLong-Range Robotic EM Unit
Pure Technologies is also able to utilize our long-range, multi-sensor robotic delivery platform to
perform electromagnetic inspection of the 27-inch water supply line. Photographs of the robotic
unit equipped with the 24-detector array are presented in Figures 16 and 17 below.
The robotic unit is designed to operate in fully submerged conditions and can be equipped with a
high-definition pan-tilt-zoom camera. It also can be equipped with multiple sensor technologies
such as laser and SONAR profilers, as well as an inertial mapping unit capable of 3D mapping. As
with the PipeDiver delivery platform, EM inspection of metallic pipelines requires two inspection
passes to assure reliability and repeatability.
The robotic unit is equipped with a 9,000-foot tether; however, the actual inspected distance will
vary depending on the pipeline configuration (i.e., in-line valves, bends, slopes, etc.) and interior
pipeline condition (i.e., debris, sediment accumulation, bio-film, etc.).
The robotic unit requires a minimum 18-inch diameter access for deployment in a 27-inch
pipeline. The quality of the high-definition pan-tilt-zoom camera will depend on the clarity in the
water. The turbidity in raw water often prevents a clear viewing of the interior pipe wall.
Phase 5 – Design Check & Pipe Performance Risk Curve(s)
For the 27-inch BWP water supply line, Pure Technologies will conduct an evaluation of the
existing pipe to verify that the pipe was manufactured in accordance with the design parameters
established in AWWA Standard C303 at the time the pipe was manufactured, as well as
compared to current C303 Standard.
Figure 16 and 17: Robotic unit equipped with 24-detector EM array.
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
18
While the electromagnetic inspection described herein will provide reliable data on reinforcing
bar breaks and cylinder wall loss due to corrosion, tthe challenge associated with assessing and
managing distressed pipe is determining what level of distress (i.e., combination of broken
reinforcing bars and cylinder corrosion) creates an unacceptable level of risk, thereby requiring
repair and/or replacement actions.
Pure Technologies uses 3D finite element analysis (FEA) to develop a structural model based on
the pipe design and incorporating hydraulic evaluation data that provides a decision-making tool
– “Pipe Performance Curve” - for the management of a bar wrapped pipe main.
Based on the Pipe Performance Curve results, distress in a pipe may be present, but this may not
require the immediate rehabilitation or replacement of the pipe section allowing for
management and/or monitoring deterioration.
Pure Technologies can develop a Pipe
Performance Curve for each design class of
BWP that is found to be in distress. If the
original pipe manufacturer’s design and lay
drawings are not available, Pure
Technologies can conduct a physical
inspection of the pipe to measure reinforcing
bar diameter and spacing, as well as the
cylinder wall thickness (using non-
destructive UT measurement).
These curves can be used to determine how
close a distressed pipe is relative to the yield and strength limits based on the operational and
surge pressure identified using transient pressure monitoring. If no surge data is available, Pure
Technologies can utilize the allowable design factor in AWWA C303.
Figure 18: 3D FEA used to determine Pipe Performance Curves for each class of distressed pipe.
Figure 19. Example of a BWP Pipe Performance Curve
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
19
Phase 6 - Report and Pipe-by-Pipe GIS Deliverable
Following completion of all field inspections and data analysis, Pure Technologies will submit a
draft report presenting the results of the high-frequency pressure monitoring, the SmartBall leak
and gas pocket inspection and the electromagnetic inspection.
The report will address the results of any high-frequency pressure monitoring that identifies any
transient events and/or cyclical loading on the pipeline, along with the results from any
subsequent investigations with the City to determine the cause of any pressure anomaly.
The report will identify the location of all leaks and/or gas (air) pockets identified by the
SmartBall inspection, including the approximate size of the leak and/or length of the gas (air)
pockets. Leaks are reported in terms of Small (9 to 2 gpm), medium (2 to 10 gpm) and large
(greater than 10 gpm).
The report will list all pipes within a given pipeline including a description as to the extent of
distress (i.e., bar breaks, wall loss, and miscellaneous anomalies) on each pipe. Any distress will
be identified axially on the pipe. Wall loss will also be identified and displayed circumferentially
on the pipe.
Should distressed pipes of concern be identified, Pure Technologies can utilize the Pipe
Performance Curve(s) as may be applicable and evaluate distressed pipes to determine how
close a distressed pipe is relative to the yield and strength limits based on the projected
operational and surge pressure.
The draft report may also include
recommendations for specific pipes to be
repaired or replaced.
In addition to providing the electromagnetic
results in a line item (by pipe) summary
spreadsheet, the pipeline and corresponding
EM inspection results will can be incorporated
into a pipe-by-pipe geospatial GIS
representation of the pipeline. All inspection
information will then be associated with this
pipeline representation and displayed via an
ESRI Shapefile, geodatabase, KML or other
geospatial format compatible with the Client’s GIS or mapping system.
After submittal of the draft report and receipt of comments or edits from the City of Denton,
Pure Technologies will finalize the report and present to the City at a Workshop.
Figure 20: Geospatial GIS displays pipe-by-pipe location
along with inspection results
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
20
PPhase 7 - External Inspection/Verification and Forensic Evaluation
Pure Technologies is available to assist in the external inspection and forensic analysis of pipes
that are excavated and exposed by the City of Denton. Pure Technologies will furnish an
Engineer to visually assess the exterior of the exposed pipe, including the exposed joints at each
end to verify the presence of corrosion or other distress. Pure Technologies’ engineer may
sound the exterior cement coating to identify potential delamination of the exterior coating and
will collect soil and groundwater (if present) samples adjacent to the pipe. If broken or corroded
reinforcing bars are present and exposed, our engineer may also collect samples of the
reinforcing bars and the exterior cement mortar. The engineer will also utilize UT technology to
measure the thickness of the steel cylinder. All material samples will be sealed and held pending
laboratory analysis on approval by the City. All findings will be included in a separate report.
Assessing the 27-inch Steel Water Supply Line
The following discussion addresses delivery platform alternatives and logistical support
requirements that may be necessary to assure a successful condition assessment of the 27-inch
raw water supply line.
Site Reconnaissance & Project Planning Document
Pure Technologies will require that the City of Denton provide personnel and equipment to
accompany our project team during a site reconnaissance of the entire 27-inch water supply line.
The City will need to afford Pure Technologies’ personnel access to all appurtenances on the
pipeline, including access manholes and air relief valves.
Pure Technologies requests that each of the air relief valves be assessed and repaired/replaced
as necessary to insure operability in advance of the field inspections. Pure Technologies’ Wachs
Water Services Division is available to assess and repair/replace air relief valves. Any required
materials and/or replacement air relief valves to be furnished by the City.
High-Frequency Pressure Monitoring
Pure Technologies will furnish and install a high-frequency pressure monitor on the pipeline near
the pump station for a period of 30-days. The City will need to furnish a ¼-inch threaded outlet
on which we can install the pressure monitoring unit. Pure Technologies will identify a potential
access location as part of the site reconnaissance and project planning. If there is no readily
available access, Pure Technologies may be able to provide the required access in conjunction
with the adaptor utilized to insert the SmartBall tool.
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
21
SmartBall Leak & Gas Pocket Inspection
The City will need to furnish a minimum 4-inch access equipped with a 4-inch full bore valve or
immediately downstream of the pump station via which to insert the SmartBall under live
conditions. If there is no readily available access at the pump station Pure Technologies may be
able to utilize the existing ARV at Station 00+80. The typical ARV configuration detailed in Freese
and Nichols pipeline drawings show an 18-inch flange outlet on the top of the pipe with an 18-
inch by 3-inch reducing flange that accommodated the ARV. The City will need to remove the
existing reducing flange and replace with an 18-inch by 4-inch reducing flange equipped with a 4-
inch full bore valve.
To extract the SmartBall, the City will also need to furnish a minimum 4-inch access equipped
with a 4-inch full bore valve at the water treatment plant. If there is no readily available access at
the water treatment plant Pure Technologies may be able to utilize the existing ARV at Station
424+80. The typical ARV configuration detailed in Freese and Nichols pipeline drawings show an
18-inch flange outlet on the top of the pipe with an 18-inch by 3-inch reducing flange that
accommodated the ARV. The City will need to remove the existing reducing flange and replace
with an 18-inch by 4-inch reducing flange equipped with a 4-inch full bore valve.
Based on review of the plan and profile drawings, there appears to be enough existing ARV’s and
access manhole to provide adequate tracking locations. Pure Technologies will confirm the
appropriate tracking locations as part of the site reconnaissance and project planning document.
Should we determine the need for any pothole excavation, Pure Technologies will advise the City
accordingly.
Electromagnetic Inspection
The City has the option as to which delivery platform Pure Technologies can use to conduct an
electromagnetic inspection of the 27-inch raw water supply line. The fee schedule presented
herein accommodates pricing for each option.
Pure Technologies had utilized the Robotic EM unit when assessing the City’s 30-inch raw water
supply line in 2017. Using the Robotic unit to inspect the 27-inch water supply line will require
that the supply line be removed from service for an extended time, and that the pipeline be
dewatered at insertion locations. The City will also need to remove existing appurtenances and
blind flanges at selected access locations (i.e., ARV’s and Access Manholes) and replace said
configurations o completion of inspections. Pure Technologies will also request that the City
provide lifting equipment to assist in placing the robotic unit into the pipeline at each inspection
access. Based on our preliminary review of the drawings, it appears that there are sufficient 18-
inch outlets to accommodate robotic inspection of the entire water supply line.
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
22
The PipeDiver EM tool should be able to inspect the entire line via single deployments. Three (3)
runs will be required. As described earlier for deployment of the SmartBall, the PipeDIver could
be inserted via the existing ARV access located at Station 00+80 and extracted at the existing
ARV located at Station 424+80. The City will need to maintain a consistent flow velocity of 1 foot
per second (fps) throughout the entire run. Based on the 8.5-mile length of pipeline, we
estimate each inspection run to take approximately 10 hours. Please note that the PipeDiver
inspection would not capture data on portion of the water supply line between the pump station
and Station 00+80 or between Station 424+80 and into the water treatment plant. Pure
Technologies can address these portions of the pipeline using the Robotic EM unit.
CCity of Denton Responsibilities
1. Notification to landowners as required.
2. Provide personnel familiar with the pipeline system available during site reconnaissance
and field work and to accompany Pure Technologies personnel.
3. Provide access for insertion and retrieval of SmartBall, Robotic and/or PipeDiver inspection
technologies, as well as access to attach the tracking sensors.
4. Provide access for deployment and retrieval of technologies, and placement of the tracking
sensors.
5. Provide Traffic Control. Pure Technologies can perform this task as part of our contract if
requested.
6. Shut down pumps and de-pressurize the line for an extended time to accommodate
deployment of the Robotic unit or temporary periods to accommodate insertion and
extraction of the of the PipeDiver EM tool. Project will require two (2) shutdowns per
PipeDiver inspection run (3 inspection runs); total of 6 temporary shutdowns).
7. Assess the working condition of all in-line and lateral valves prior to the inspection. Repair
valves as necessary. Close all lateral valves during all inspection. Pure Technologies’ Wachs
Water Services Division is available to perform all work related to the assessment and
management of the valves if requested.
8. As needed, furnish and operate lifting equipment to assist in placing the Robotic EM
and/or PipeDiver EM tool into, and removing from, the pipeline.
9. Provide threaded outlet for high frequency pressure monitor.
10. Requirements and permits for disposal of water resulting from any de-watering.
11. If required, provide excavation/backfill of pipes selected for test pit excavations and
field verification. Also provide air compressor and generator.
12. Repair/rehabilitation of pipe(s) as needed.
13. If deemed necessary, provide 8-inch vacuum extraction potholes at selected locations
to allow for attachment of the tracking sensors to the crown of the pipe.
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
23
FFee Schedule
Projected fee schedule for the Comprehensive Condition Assessment of the 27-inch raw water
supply line using the Robotic EM delivery Platform and the SmartBall is presented below:
27-inch BWP Raw Water Supply Line (Robotic EM and Leaks & Gas Pockets):
Task Tottal
Site Reconnaissance and Project Planning Document
High Frequency Pressure Monitoring (One Unit for ~30 days)
SmartBall Set-Up/Mobilization/Demobilization/Travel/Equipment Fee/Shipping
SmartBall Insertion/Tracking/Retrieval/Data Analysis
Robotic EM Set-Up/Mobilization/Demobilization/Travel/Equipment Fee/Shipping
Robotic EM Insertion/Tracking/Retrieval/Data Analysis
Pipe Performance Curves
Design Check and Report
Pipe-by-Pipe GeoSpatial GIS Deliverable
Projectedd Tootal ((Robotic EM) $4ϵϮ͕000.00
Prrojected Tootal (LLeakss && Gas PPocketss) $1120,000.00
Additional Notes:
1. All pricing is based on performing field work under a single mobilization for each
inspection technology and in a contiguous manner without delays. Stand-by rates for
delays caused by others for SmartBall inspection shall be billed at $6,500 per day and re-
mobilization to be billed at $20,000 each. Stand-by rates for delays caused by others for
the Robotic EM inspection shall be billed at $15,500 per day and re-mobilization to be
billed at $47,500 each.
2. Results of the SmartBall inspection will be available within 4 to 6 weeks following
completion of the field inspection. Results of the EM inspection will be available within 14
to 16 weeks following completion of the field inspection.
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
24
3. Condition assessment report including design check and pipe performance curve to be
submitted within two (2) weeks following receipt of EM inspection data.
4. Billing Schedule:
TTask BBilling Schedule
Site Reconnaissance & Planning Document 100% upon delivery of planning document
SmartBall Set-Up and Mobilization 100% upon site mobilization
SmartBall Field Inspection 100% upon completion of field work
EM Inspection Set-Up and Mobilization 100% upon site mobilization
EM Field Inspection 100% upon completion of field work
High-Frequency Pressure Monitoring 100% on delivery of draft report
Design Check and Report 100% on delivery of draft report
Performance Curves 100% on delivery of curves
Pipe-by-Pipe GIS Deliverable 100% on delivery of GIS shapefile
5. Payment Terms: Net 30 days.
6. Fees do not include any local, state or federal taxes.
7. All work to be conducted in accordance with the attached Terms of Condition.
Pure Technologies appreciates this opportunity to present our technologies and engineering
services in support of the City of Denton’s assessment of the 27-inch BWP Raw Water Supply
Lines. If you have any questions, please call me at (214) 240-4412.
Respectfully submitted,
PPURE TECHNOLOGIES US INC.
Clayton Coe
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
25
AAttachment A: Conditions of Engagement
The Proposal is issued upon and is subject to these Conditions of Engagement. If the Proposal is
accepted by the Client, these Conditions of Engagement and the Proposal will be deemed to
form part of the Contract between the Client and Pure.
1. DEFINITIONS: In these Conditions of Engagement the following definitions apply:
Client means any person or persons, firm or company engaging Pure to provide the
Services.
Contract means the agreement awarded to Pure as a result of the Proposal.
Pure means Pure Technologies Ltd., Pure Technologies U.S. Inc., Pure Engineering
Services Inc., or any of their affiliates, as the case may be, which submitted the
Proposal and is a party to the Contract.
Proposal means Pure's offer to carry out the Services and includes all related
correspondence plus agreed written variations or amendments thereto.
Services mean those services of whatever nature to be supplied by Pure under the
Contract.
Site means the facility, land, installation or premises to which Pure is granted access
for the purposes of the Contract and may include any combination of the
foregoing.
2. PURE’S OBLIGATIONS
2.1 Pure will perform the Services in accordance with the procedures described in the
Proposal, using reasonable skill, care and diligence and consistent with industry
standards.
2.2 Pure will ensure that the equipment used in performing the Services is in a good and
functional state.
3. CLIENT’S OBLIGATIONS
3.1 The Client will provide to Pure full, good faith co-operation to assist Pure in providing
the Services. Unless otherwise specified in the Proposal and without limiting the
generality of the foregoing, the Client will at its own expense:
(i) ensure, if required, access to private land will be given to Pure and that any official
permits or permissions required for Pure to have access to the Site or carry out the
Services are obtained and are in force for the duration of the Services;
(ii) inform Pure in writing of any special circumstances or danger which the execution
of the Services may entail or which are inherent in the Site, including the existence
and identity of any known hazardous substance or material;
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
26
(iii) perform such additional duties and responsibilities and provide such information
and resources as are described in the Proposal.
3.2 The description of the Services and related compensation amount set out in the
Proposal will be based upon information that the Client shall have provided to Pure,
and assumptions that Pure shall have identified in the Proposal. The Client
acknowledges that if any such information provided by Client is materially incomplete
or inaccurate, or if the assumptions identified by Pure are not correct, then the parties
will modify the Proposal to reflect the actual information, assumptions, and Services
required, and the compensation to Pure will be adjusted accordingly using the change
order process set out in the Contract, or if there is no such process, on an equitable
basis.
4. PPROPRIETARY AND CONFIDENTIAL INFORMATION
4.1 All reports generated in the performance of the Services and delivered by Pure to the
Client will become the property of the Client.
4.2 Pure's equipment which is made available to the Client in connection with the
Contract and the raw data generated in the performance of the Services will remain
the sole and exclusive property of Pure. The Client will not acquire any proprietary
rights in Pure's equipment, systems, software, technology, inventions (whether or not
patentable), patents, patent applications, documentation, specifications, designs,
data, databases, methods, processes or know-how (“Pure’s Proprietary Technology”).
Any modifications or improvements to the Pure’s Proprietary Technology made during
the performance of the Services will be the sole and exclusive property of Pure.
4.3 Both parties agree to keep confidential all documentation and information provided
by the other during the performance of the Contract. The obligations set out in this
clause 4.3 will remain in full force and effect after any termination or expiry, as the
case may be, of the Contract.
5. LIABILITY AND WARRANTIES
5.1 Pure will indemnify the Client against any expense, demand, liability, loss, claim or
proceeding whatsoever in respect of personal injury to or the death of any person, or
any loss, destruction or damage to any tangible property and arising directly or
indirectly from the negligence of Pure, its employees, servants or agents except to the
extent caused by the negligence of the Client or any person for whom the Client is
responsible. The Client will similarly indemnify Pure.
5.2 Pure will not be liable for any loss of production, loss of use of property, loss of
revenue or profit, equipment downtime, business interruption, loss of goodwill, loss of
anticipated savings, cost of procurement of substitute goods or services, or for any
consequential, indirect, incidental, or special loss or damage suffered by the Client or
Comprehensive Conditions Assessment
27-inch Water Supply Line
City of Denton
Dallas, TX | 2310 McDaniel Drive | Carrollton, TX 75006 | Tel: (214) 377-5301 | puretechltd.com
27
any third party, or for any punitive damages, even if advised of the possibility thereof
and notwithstanding the failure of essential purpose of any remedy.
5.3 Pure's cumulative liability under the Contract, whether in contract, tort (including
negligence), or otherwise, will in no event exceed the aggregate consideration paid by
the Client to Pure for the portion of the Services that gave rise to the liability,
provided, however, that this clause 5.3 shall not limit Pure’s indemnification
obligations under these Conditions of Engagement.
5.4 The report(s) and any other recommendations or advice made by Pure relating to the
pipeline or the Services will be made in accordance with the procedures described in
the Proposal, using reasonable skill, care and diligence consistent with industry
standards, but do not and will not constitute a warranty of the pipeline’s quality,
capacity, safety or fitness for purpose. Pure will not be liable to the Client for any
liability or damages that arise from the Client’s reliance upon or application or use of
such final report or recommendations or advice made by Pure in relation to the
pipeline or Services, and the Client will indemnify Pure against any liability to third
parties resulting therefrom.
5.5 Pure’s warranties for the Services will be set out in the Contract. Pure disclaims all
implied or statutory warranties or conditions, including of merchantability,
merchantable quality, durability, or fitness for particular purpose to the extent
allowed by applicable law. This means Pure’s warranty obligations will be limited to
what is expressly set out in the Contract.
6. RRISKS AND RESPONSIBILITIES
6.1 Prior to commencing any field activities, Pure will provide the Client with a planning
document outlining the full scope and schedule of Pure’s inspection activities.
Contained therein is a description of any risks and the responsibilities of PURE and the
Client regarding risk mitigation, risk consequences, and schedule deviations.
Acceptance of this proposal and general terms constitutes acceptance of risks and
responsibilities as set forth in the planning document. Any amendment to the risks
and responsibilities as set forth in the planning document should be notated in writing
and will be agreed to by both parties prior to commencement of field inspections.
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Bidder's attention is directed to the insurance requirements below. It is highly recommended
that bidders confer with their respective insurance carriers or brokers to determine in advance
of Bid submission the availability of insurance certificates and endorsements as prescribed and
provided herein. If an apparent low bidder fails to comply strictly with the insurance
requirements, that bidder may be disqualified from award of the contract. Upon bid award, all
insurance requirements shall become contractual obligations, which the successful bidder shall
have a duty to maintain throughout the course of this contract.
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Without limiting any of the other obligations or liabilities of the Contractor, the Contractor shall
provide and maintain until the contracted work has been completed and accepted by the City of
Denton, Owner, the minimum insurance coverage as indicated hereinafter.
As soon as practicable after notification of bid award, Contractor shall file with the Purchasing
Department satisfactory certificates of insurance, containing the bid number and title of the
project. Contractor may, upon written request to the Purchasing Department, ask for clarification
of any insurance requirements at any time; however, Contractors are strongly advised to make
such requests prior to bid opening, since the insurance requirements may not be modified or
waived after bid opening unless a written exception has been submitted with the bid. Contractor
shall not commence any work or deliver any material until he or she receives notification that
the contract has been accepted, approved, and signed by the City of Denton.
All insurance policies proposed or obtained in satisfaction of these requirements shall comply with
the following general specifications, and shall be maintained in compliance with these general
specifications throughout the duration of the Contract, or longer, if so noted:
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xCancellation: City requires 30 day written notice should any of the policies
described on the certificate be cancelled before the expiration date.
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All insurance policies proposed or obtained in satisfaction of this Contract shall additionally
comply with the following marked specifications, and shall be maintained in compliance with these
additional specifications throughout the duration of the Contract, or longer, if so noted:
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Exhibit
CONFLICT OF INTEREST QUESTIONNAIRE - FORM CIQ
For vendor or other person doing business with local governmental entity
This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session.
This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as
defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a).
By law this questionnaire must be filed with the records administrator of the local government entity not later than the 7th business day after
the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code.
A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a
misdemeanor.
1 Name of vendor who has a business relationship with local governmental entity.
2
Check this box if you are filing an update to a previously filed questionnaire.
(The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business
day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.)
3 Name of local government officer about whom the information in this section is being disclosed.
Name of Officer
This section, (item 3 including subparts A, B, C & D), must be completed for each officer with whom the vendor has an employment or other business relationship
as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the vendor?
Yes No
B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer
named in this section AND the taxable income is not received from the local governmental entity?
Yes No
C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an
officer or director, or holds an ownership of one percent or more?
Yes No
D. Describe each employment or business and family relationship with the local government officer named in this section.
4
I have no Conflict of Interest to disclose.
5
Signature of vendor doing business with the governmental entity Date
Certificate Of Completion
Envelope Id: 55462D67AA36492B885C598AFA2BCA56 Status: Completed
Subject: Please DocuSign: City Council Contract 7347-Lake Lewisville Pipeline Condition Assessmentle
Source Envelope:
Document Pages: 50 Signatures: 6 Envelope Originator:
Certificate Pages: 6 Initials: 1 Crystal Westbrook
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-06:00) Central Time (US & Canada)
901B Texas Street
Denton, TX 76209
crystal.westbrook@cityofdenton.com
IP Address: 198.49.140.104
Record Tracking
Status: Original
7/14/2020 10:27:29 AM
Holder: Crystal Westbrook
crystal.westbrook@cityofdenton.com
Location: DocuSign
Signer Events Signature Timestamp
Crystal Westbrook
crystal.westbrook@cityofdenton.com
Buyer
City of Denton
Security Level: Email, Account Authentication
(None)
Completed
Using IP Address: 198.49.140.104
Sent: 7/14/2020 10:30:48 AM
Viewed: 7/14/2020 10:31:29 AM
Signed: 7/14/2020 10:32:48 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Lori Hewell
lori.hewell@cityofdenton.com
Purchasing Manager
City of Denton
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.10
Sent: 7/14/2020 10:32:50 AM
Viewed: 7/15/2020 7:37:40 AM
Signed: 7/15/2020 7:39:23 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Mack Reinwand
mack.reinwand@cityofdenton.com
City of Denton
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.104
Sent: 7/15/2020 7:39:25 AM
Viewed: 7/22/2020 3:57:38 PM
Signed: 7/22/2020 4:01:11 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
John Galleher
john.galleher@xyleminc.com
Vice President
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 72.199.84.85
Sent: 7/22/2020 4:01:14 PM
Resent: 7/29/2020 7:42:12 AM
Viewed: 7/29/2020 2:31:21 PM
Signed: 8/3/2020 10:40:39 AM
Electronic Record and Signature Disclosure:
Accepted: 7/29/2020 2:31:21 PM
ID: 631418ef-5b80-410a-a8d0-ebf1d26af553
Signer Events Signature Timestamp
Frank Pugsley
frank.pugsley@cityofdenton.com
Water and Wastewater Utilities Director
City of Denton
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.10
Sent: 8/3/2020 10:40:42 AM
Viewed: 8/3/2020 11:37:05 AM
Signed: 8/3/2020 11:37:37 AM
Electronic Record and Signature Disclosure:
Accepted: 8/3/2020 11:37:05 AM
ID: ffde92bb-feb3-44e1-9b1d-07a4fec05b07
Cheyenne Defee
cheyenne.defee@cityofdenton.com
Contract Administrator
City of Denton
Security Level: Email, Account Authentication
(None)
Completed
Using IP Address: 198.49.140.104
Sent: 8/3/2020 11:37:40 AM
Viewed: 8/27/2020 8:50:20 AM
Signed: 8/27/2020 8:51:03 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Todd Hileman
Todd.Hileman@cityofdenton.com
City Manager
City of Denton
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 47.184.93.41
Sent: 8/27/2020 8:51:06 AM
Viewed: 8/27/2020 9:42:06 AM
Signed: 8/27/2020 9:42:11 AM
Electronic Record and Signature Disclosure:
Accepted: 7/25/2017 11:02:14 AM
ID: 57619fbf-2aec-4b1f-805d-6bd7d9966f21
Rosa Rios
rosa.rios@cityofdenton.com
City Secretary
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.10
Sent: 8/27/2020 9:42:14 AM
Viewed: 8/27/2020 10:37:05 AM
Signed: 8/27/2020 10:37:29 AM
Electronic Record and Signature Disclosure:
Accepted: 8/27/2020 10:37:05 AM
ID: dd6e766f-8617-4acf-bb3b-10d0a0c9dd40
In Ierson Signer Events Signature Timestamp
Editor DeliverI Events Status Timestamp
Igent DeliverI Events Status Timestamp
IntermediarI DeliverI Events Status Timestamp
Certified DeliverI Events Status Timestamp
CarIon CopI Events Status Timestamp
Cheyenne Defee
cheyenne.defee@cityofdenton.com
Contract Administrator
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 7/14/2020 10:32:49 AM
Electronic Record and Signature Disclosure:
CarIon CopI Events Status Timestamp
Not Offered via DocuSign
Sherri Thurman
sherri.thurman@cityofdenton.com
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 8/3/2020 11:37:39 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Zolaina Parker
Zolaina.Parker@cityofdenton.com
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 8/27/2020 10:37:32 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Stephen Moore
stephen.moore@cityofdenton.com
Security Level: Email, Account Authentication
(None)
Sent: 8/27/2020 10:37:33 AM
Viewed: 8/27/2020 10:39:00 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Iitness Events Signature Timestamp
IotarI Events Signature Timestamp
Envelope SummarI Events Status Timestamps
Envelope Sent Hashed/Encrypted 8/27/2020 10:37:33 AM
Certified Delivered Security Checked 8/27/2020 10:37:33 AM
Signing Complete Security Checked 8/27/2020 10:37:33 AM
Completed Security Checked 8/27/2020 10:37:33 AM
IaIment Events Status Timestamps
Electronic Record and Signature Disclosure
ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
From time to time, City of Denton (we, us or Company) may be required by law to provide to
you certain written notices or disclosures. Described below are the terms and conditions for
providing to you such notices and disclosures electronically through your DocuSign, Inc.
(DocuSign) Express user account. Please read the information below carefully and thoroughly,
and if you can access this information electronically to your satisfaction and agree to these terms
and conditions, please confirm your agreement by clicking the 'I agree' button at the bottom of
this document.
Getting paper copies
At any time, you may request from us a paper copy of any record provided or made available
electronically to you by us. For such copies, as long as you are an authorized user of the
DocuSign system you will have the ability to download and print any documents we send to you
through your DocuSign user account for a limited period of time (usually 30 days) after such
documents are first sent to you. After such time, if you wish for us to send you paper copies of
any such documents from our office to you, you will be charged a $0.00 per-page fee. You may
request delivery of such paper copies from us by following the procedure described below.
Withdrawing your consent
If you decide to receive notices and disclosures from us electronically, you may at any time
change your mind and tell us that thereafter you want to receive required notices and disclosures
only in paper format. How you must inform us of your decision to receive future notices and
disclosure in paper format and withdraw your consent to receive notices and disclosures
electronically is described below.
Consequences of changing your mind
If you elect to receive required notices and disclosures only in paper format, it will slow the
speed at which we can complete certain steps in transactions with you and delivering services to
you because we will need first to send the required notices or disclosures to you in paper format,
and then wait until we receive back from you your acknowledgment of your receipt of such
paper notices or disclosures. To indicate to us that you are changing your mind, you must
withdraw your consent using the DocuSign 'Withdraw Consent' form on the signing page of your
DocuSign account. This will indicate to us that you have withdrawn your consent to receive
required notices and disclosures electronically from us and you will no longer be able to use your
DocuSign Express user account to receive required notices and consents electronically from us
or to sign electronically documents from us.
All notices and disclosures will be sent to you electronically
Unless you tell us otherwise in accordance with the procedures described herein, we will provide
electronically to you through your DocuSign user account all required notices, disclosures,
authorizations, acknowledgements, and other documents that are required to be provided or
made available to you during the course of our relationship with you. To reduce the chance of
you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required
notices and disclosures to you by the same method and to the same address that you have given
us. Thus, you can receive all the disclosures and notices electronically or in paper format through
the paper mail delivery system. If you do not agree with this process, please let us know as
described below. Please also see the paragraph immediately above that describes the
consequences of your electing not to receive delivery of the notices and disclosures
electronically from us.
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How to contact City of Denton:
You may contact us to let us know of your changes as to how we may contact you electronically,
to request paper copies of certain information from us, and to withdraw your prior consent to
receive notices and disclosures electronically as follows:
To contact us by email send messages to: purchasing@cityofdenton.com
To advise City of Denton of your new e-mail address
To let us know of a change in your e-mail address where we should send notices and disclosures
electronically to you, you must send an email message to us at melissa.kraft@cityofdenton.com
and in the body of such request you must state: your previous e-mail address, your new e-mail
address. We do not require any other information from you to change your email address..
In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected
in your DocuSign account by following the process for changing e-mail in DocuSign.
To request paper copies from City of Denton
To request delivery from us of paper copies of the notices and disclosures previously provided
by us to you electronically, you must send us an e-mail to purchasing@cityofdenton.com and in
the body of such request you must state your e-mail address, full name, US Postal address, and
telephone number. We will bill you for any fees at that time, if any.
To withdraw your consent with City of Denton
To inform us that you no longer want to receive future notices and disclosures in electronic
format you may:
i. decline to sign a document from within your DocuSign account, and on the subsequent
page, select the check-box indicating you wish to withdraw your consent, or you may;
ii. send us an e-mail to purchasing@cityofdenton.com and in the body of such request you
must state your e-mail, full name, IS Postal Address, telephone number, and account
number. We do not need any other information from you to withdraw consent.. The
consequences of your withdrawing consent for online documents will be that transactions
may take a longer time to process..
Required hardware and software
Operating Systems: Windows2000? or WindowsXP?
Browsers (for SENDERS): Internet Explorer 6.0? or above
Browsers (for SIGNERS): Internet Explorer 6.0?, Mozilla FireFox 1.0,
NetScape 7.2 (or above)
Email: Access to a valid email account
Screen Resolution: 800 x 600 minimum
Enabled Security Settings:
•Allow per session cookies
•Users accessing the internet behind a Proxy
Server must enable HTTP 1.1 settings via
proxy connection
** These minimum requirements are subject to change. If these requirements change, we will
provide you with an email message at the email address we have on file for you at that time
providing you with the revised hardware and software requirements, at which time you will
have the right to withdraw your consent.
Acknowledging your access and consent to receive materials electronically
To confirm to us that you can access this information electronically, which will be similar to
other electronic notices and disclosures that we will provide to you, please verify that you
were able to read this electronic disclosure and that you also were able to print on paper or
electronically save this page for your future reference and access or that you were able to
e-mail this disclosure and consent to an address where you will be able to print on paper or
save it for your future reference and access. Further, if you consent to receiving notices and
disclosures exclusively in electronic format on the terms and conditions described above,
please let us know by clicking the 'I agree' button below.
By checking the 'I Agree' box, I confirm that:
• I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF
ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and
• I can print on paper the disclosure or save or send the disclosure to a place where I can
print it, for future reference and access; and
• Until or unless I notify City of Denton as described above, I consent to receive from
exclusively through electronic means all notices, disclosures, authorizations,
acknowledgements, and other documents that are required to be provided or made
available to me by City of Denton during the course of my relationship with you.