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will be comprised of C900 PVC with
ductile iron fittings, and the above
ground sections of the pipeline will be
constructed of cement lined and
epoxy coated steel. The pipeline
alignment will be established to limit
the required number of utility conflicts
and crossings while maintaining a
serviceable location which limits
required traffic control for
maintenance and repair operations.
As this pipeline is a pressurized
conduit the design will be optimized
to limit installation depths to reduce
installation costs. As the pipeline will
be constructed of PVC an assumed
3.5-feet of bury depth will be
prioritized to limit required excavation
depths and required shoring which
will in turn reduce installation costs.
The vertical and horizonal alignment
of the pipeline will be optimized to
limit high and low points along the
proposed alignment which will result
in fewer blowoff and air valve
appurtenances to be installed and maintained in the future. All pipelines will be installed utilizing the City of Hemet’s design standards and standard drawings for potable water pipeline installations.
SYSTEM HYDRAULICS
Pipeline sizing and system hydraulics
will be evaluated to optimize well
discharge and treatment
performance. It is understood that the
City would like to optimize treated
water production of the existing wells
to limit dependence on imported
water. As such, the design team will
evaluate the current and proposed
production rates of Well 16 based on
the results of the well rehabilitation
analysis. After anticipated well
production is established, pipeline
sizing will be optimized to limit velocity
and headloss to maximize well production while reducing pipeline costs to the greatest extent Figure X: Pipeline Plan and Profile
Figure X: Pipeline ARV Modeling
Figure X: Ground Surface Elevation and Hydraulic Grade Line
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possible. Although larger pipelines require additional capital costs for installation, the additional expense of a 14-inch pipeline vs. a 12-inch pipeline for example is negligible when comparing the capital and life cycle costs of installing larger well pumps and motors to compensate for additional headloss in the smaller diameter pipeline. Further evaluation will be completed during design, which details the proposed capital and long-term costs of various equipment and pipeline sizes for the City to evaluate and select.
SITE DESIGN APPROACH
Well 15 is intended to house the new
treatment system including the vessels and
the electrical system. Our preliminary site
design includes the new vessels installed
northwest of the current Well 15 site. The
vessels will be installed on a new structural
pad and the remainder of the site will include a
concrete pad to facilitate access and
maintenance of the vessels. Currently the site
has been designed to be secured and
screened with a chain link fence, which
includes privacy slats and three strand barbed
wire to limit project costs. However, the site
could alternatively be designed with a
perimeter block wall to match the current Well
15 aesthetic. Minor grading around the new site and
reconfiguration of the park’s irrigation
system will be required. Grass sod will be
replaced within disturbed areas and news
trees will be installed to provide additional
screening around the treatment vessels.
Modifications around Well 16 will be limited
to avoid additional visual impacts to the
neighboring community. The current
hatches will be replaced with a pre-
fabricated enclosure which is limited in
overall height and includes skylights to
facilitate removal of pertinent equipment with a truck
mounted service crane.
Well Rehabilitation
Wells 15 and 16 are currently inactive due to water quality issues and will require rehabilitation.
Our rehabilitation plan includes the tasks outlined in the RFP, along with optional tasks to help restore the wells for the City.
Figure X: Well 15 Site Layout
Figure X: Well 16 Site Layout
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Minimum Rehabilitation Steps:
1. Remove Pump Equipment: This task will take about two days per well. A contractor will inspect the equipment for any damage. The well will remain idle for up to four days to clear the water before a video survey.
2. Video and Electromagnetic Survey: A video survey will be recorded and reviewed by a certified hydrogeologist to check for scaling and the condition of the casing. The electromagnetic survey will assess the casing's integrity, especially for corrosion risks.
This step is estimated to take one day per well.
3. Casing Brushing and Bailing: If the casing is in good condition, it will be brushed and bailed to remove debris. This process is expected to take about three days per well.
4. Well Disinfection: The well will be disinfected using sodium hypochlorite, following industry standards. This will take one day per well.
Our team will oversee all work, providing updates and recommendations to the City throughout the process.
Optional Tasks:
Production Rate Testing: Conduct tests before and after removing the pump to measure specific capacity. This involves pumping the well for up to 12 hours and monitoring water levels.
Post-Rehabilitation Video Survey: A follow-up video survey will assess the success of the rehabilitation efforts, compared to the initial survey. Well Equipping: The pump contractor will recommend necessary replacements for downhole equipment, including oil tubes, shafts, column pipes, and pumps.
ELECTRICAL SYSTEMS
Separate electrical services and motor control centers (MCC) currently exist at each of the well sites.
Well 15 currently utilizes an existing 400-amp 480 volt service connection to supply power to the local MCC. It appears the current electrical demand consists of the existing well pump with VFD, site lighting, and a local sodium hypochlorite injection system. As additional power demand of the treatment system, site lighting, and instrumentation and control panels is anticipated to be a relatively low demand, it is assumed that the current service and MCC will be sufficient for the future design and a new service will not be required. Power to the new treatment system control panel will be provided through a new breaker installed within a spare bucket of the existing MCC.
Well 16 was originally provided with a 480-volt electrical service to provide power the Well 16 pump motor. However, the subsequent installation of an onsite booster pump to supply
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sufficient water pressure between the Eastern Municipal Water District system interconnection and the City’s potable water system utilized this existing service when the well was decommissioned. As such, a new electrical service is proposed to provide the Well 16 pump with power. This new service will be provided with a separate MCC for the existing or new well pump motor and a new control panel to monitor well production, pressure, and alarms, and transmit this information through the District’s SCADA system. Onsite facilities including above ground appurtenance and site lighting will be limited to avoid potential impacts the adjacent housing development.
Instrumentation at each of the wells is anticipated to include:
Well discharge pressure
Discharge rate and with a continuous totalizer through a dedicated magnetic flowmeter Well pump hand, off, auto monitoring with pump run and alarm status In addition to this standard well instrumentation, an additional magnetic flowmeter and pressure transducer will be included on the treated water discharge piping to monitor treated water production and pressure into the distribution system. All instrumentation is anticipated to be monitored through SCADA and remote control of well pumps and the disinfection system is anticipated to be a part of the design.
A temporary generator connection, Stormswitch or similar, will be provided at each of the sites to facilitate connection of a temporary generator during sustained power outages. Coordination will be made between the design team and the City to ensure the proposed connections are compatible with the City’s existing generator fleet.
ATICIPATED SEQUENCE OF DESIGN AND CONSTRUCTION
The anticipated sequence of construction includes:
Figure X: Understanding Well Pump Head and Horsepower Requirement
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Evaluation and rehabilitation of both Well 15 and 16
Concurrent design of the connection pipeline and the new treatment facility. Pipeline construction is anticipated to be completed before the design of the treatment system. Construction of the new connection pipeline after completion of design Procurement of the new treatment vessels
Construction of the new treatment facility at Well 15 after completion of design Startup and testing of the wells and the new treatment facility As the evaluation of the current wells and the design of the new facilities is being completed, the sequence of design and construction may change based on concurrence between the design team, the City, and the Contractor.
ENVIRONMENTAL COMPLIANCE APPROACH
We understand the importance of protecting the environment starting from project design, construction, and operation. To ensure robust environmental protection, we implement a comprehensive compliance approach that prioritizes care for the subsurface, ground, air, water, and wildlife. Key precautions include:
Subsurface Protection: we implement best practices for excavation and soil handling to prevent contamination and erosion.
Ground Protection: we utilize sustainable land management practices to minimize soil disturbance and establish erosion control measures, such as silt fences and sediment basins, to protect soil integrity and prevent runoff.
Water Protection: we implement a Stormwater Management Plan (SWMP) to manage runoff and prevent pollutants from entering local water bodies, ensuring compliance with local permits and regulations.
Wildlife Conservation: we establish buffer zones and implement protective measures to minimize disturbance to wildlife during construction and operation.
Training and Awareness: we provide ongoing training for staff on environmental best practices and regulatory compliance to foster a culture of environmental stewardship. We promote awareness of local ecosystems and the importance of protecting biodiversity among all team members.
By integrating these precautions into our operational practices, we strive to protect the environment while successfully completing our projects.
To prevent adverse environmental impacts during O&M of the GAC vessels, sites will be fenced and there will be access roads to allow maintenance equipment to access the GAC
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vessels safely. The design of the GAC vessels will be such that sufficient clearance is allowed in site areas and at the access points, to facilitate routine maintenance and media changes as needed.
Local Permitting Approach
The DBE will assist the City in developing strategies for responding to directives from local, state and federal regulatory agencies.
It is assumed that permitting requirements for these facilities are limited to the development of categorical exemptions for each site. The DBE will work with the City to provide the necessary information to file these exemptions including project descriptions and anticipated disturbances. If public outreach is necessary, the DBE will work with the City to develop the necessary documentation and figures required by the environmental team to complete this outreach. N2W personnel possess extensive experience in interacting with agencies and specific permits such as:
The Division of Drinking Water (DDW);
California Regional Water Quality Control Boards (RWQCBs); Waste Discharge Requirements (WDR);
The Environmental Protection Agency (EPA);
The National Pollutant Discharge Elimination System (NPDES); The California Environmental Quality Act (CEQA);
South Coast Air Quality Management District (SCAQMD); Air Pollution Control Districts (APCDs);
Local Hazardous Materials Agencies in California such as Environmental Health Departments and California Department of Toxic Substances Control (DTSC).
MANAGEMENT APPROACH
Every project requires oversight and management to stay on task, on budget, and on schedule. The DBE team will work closely with the City staff in a complete, cost-effective, and efficient manner to execute project tasks with focus and precision. Having worked on many similar projects, our understanding of City’s procedures, staff, and technical excellence will provide results that ensure every project’s success, including staying within budget an on schedule.
The DBE’s approach to project management begins with a fully integrated team that consists of the necessary resources, experience, and skills. All the pieces necessary to complete the work elements would be identified at notice of award. As the project life cycle continues, the DBE’s Project Manager would adjust in coordination with the needs of the project. The DBE will approach problems with engineering-based solutions while also considering the importance of costs and associated benefits.
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The DBE team uses a hands-on approach to execute projects. For every single project, we prepare a Project Management Plan that provides a comprehensive layout of the overall project work plan necessary for success: Project Description, Objectives, Deliverables, Milestones, Schedule, Subconsultants, Applicable Best Practice, Project Team Members, Project Meetings, and Signature Authority of Deliverables. The Project Management Plan clearly defines the responsibilities of all team members, identifies goals and milestones, and provides a comprehensive resource of information for the City and the DBE team staff. The Project Management Plan is a living document that we share with staff and update as information changes.
We Offer a Technical and Management Approach that Controls Costs, Risks, and Impacts to the Environment Without Sacrificing Reliability
The DBE promotes client satisfaction through our commitment to quality service, adherence to project schedules, and production of quality deliverables. The DBE is committed to providing goal-focused services developed in close consultation with the City staff, including as-needed analysis of project costs versus initial expectations. We will facilitate this process, and the process includes initial discussions with the City engineering and operations staff to explore creative opportunities and clearly define their goals. Early and ongoing communication with the City staff enables our team to provide high-quality services executed right the first time.
We Recognize and Appreciate that the Job is Not Complete When the Plans are Signed Accountability and responsiveness are hallmarks of all DBE staff, as our success is predicated on the City’s success. You can be assured that the DBE will be your partner during all phases of the project, from identifying unique, value maximizing solutions to complex problems, to addressing issues during planning, design, and construction.
Continuous and Clear Communication
The most effective Project Manager is one who facilitates the continuous flow of information, data, instructions, and guidance. When maintaining this flow, resources are expended efficiently, and wasteful rework is minimized. The DBE achieve constant communication through the following:
Regularly calling or emailing City key contact staff person to discuss project milestones, activities, and potential issues
Holding regular project management meetings with key project staff to coordinate work efforts, monitor task completion, and review budget conformance Updating, as necessary, the project description, schedule, work progress reports, and inventories of available data so that all team members are aware of information that may affect their work products and schedules
Meeting with City staff at design milestones and other strategic junctures Diligent documentation of issues, action items, and decisions
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Regular communication throughout the
project with the City’s Project Manager is
essential. All correspondence will be
directed through each project manager
who will be responsible for sharing
information with team members. Team
meetings will be held to provide status
updates and project tasks, discuss and
resolve project issues, and verify schedule
adherence. The results of these meetings
will be shared with the City. The DBE will
prepare schedule updates. These and
other management tools will be used on a
regular basis to monitor each Task Order
(see Figure XX or details).
Facility Assessment
A key initial step in the improvements project is a thorough evaluation of the facilities to be upgraded.
The DBE shall perform analysis to determine the impacts to pumping capacity with the addition of the GAC system as well as salvaging and reinstall the existing chemical tank, pump, and associated appurtenance; and the DBE shall document the impact in a preliminary design report (PDR) for the City's consideration. It is important for the DBE to establish a clear and consistent basis for equipment replacement, based on objective criteria. In many respects, this parallels support asset management to implement best practices initiatives for condition assessment and asset register development for entry into SAP computerized maintenance management if needed. This work instructs our general approach, while the work for this project is anticipated to be focused as follows:
The DBE will work with the City’s staff to obtain applicable information on the various equipment and associated operating history. Once obtained, this information will be reviewed by the DBE’s various discipline leads to form initial conclusions and follow-up questions to be addressed in a subsequent workshop. This review will also generate a working asset inventory. Key information anticipated to be included for the equipment included in the inventory includes:
Equipment age and model
Maintenance history
Historical operation data such as flow
System controls
Equipment specifications and capabilities
Workshop
Figure X: Having spot-on direction at the start of each project saves time and $$
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The DBE will use the background information obtained during the initial review to work collaboratively with the CIty’s staff at a workshop to fully understand operation and maintenance experiences associated with the GAC and pump equipment. This will provide both an understanding useful during equipment evaluation and insights into important issues to be considered during the design of installation and replacement of existing equipment. The equipment inventory initially developed will also be confirmed and modified as needed. Evaluation criteria for this equipment will be proposed and discussed for implementation during site inspections. An example of the issues to be addressed:
− Inspection. Insight gained by research and workshop input will be confirmed by site inspections conducted by DBE discipline leads. Evaluation criteria confirmed during the previous workshop will be applied to equipment identified in the equipment inventory during this inspection. Preliminarily this criterion is anticipated to include:
• Equipment age relative to anticipated service lifetime (including maintenance considerations such as availability of service and replacement parts) • Maintenance history and current condition (is there a history of failure and/or substantial reconditioning already completed)
• Compatibility with planned improvements
• Compatibility with planned project phasing
Equipment Assessment Documentation. A comprehensive Technical Memorandum will be prepared to document the evaluations made and resulting recommendations. Determinations and scoring made by research and field verification will be documented. Recommendations provided will be adequately detailed to guide the scope of the improvements design to follow. Initial scenarios for facilitating future replacements will be noted.
Scope Verification and Control
The DBE team understands that the scope verification process is very important to ensure that each project deliverables are formally accepted. This will be achieved using a well-defined scope of work and by having each project manager develop and agree to the scope. The DBE will define the deliverables for each task/project in the scope. Any issues that arise during the execution of the project will be addressed by the DBE team. Our solutions and recommendations will be available for input by the City. This is part of the typical design development; however, any issues that could potentially require adjustments to scope will be communicated to the City’s Project Manager along with our recommended solutions and a plan to recover schedule and budget, if required.
Progress and Action Items Will Be Clearly Communicated to City PMs Our Project Manager will be the main point
of contact for the project. The Project
Manager will be in constant communication
with the City’s Project Manager and will have
frequent meetings to update them on
progress and action items to execute scope
elements. All monthly invoices will include
invoiced to date, percent complete, and
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remaining budget, and these invoices will be accompanied by monthly performance reports showing progress and action items. The Project Manager will also have support from skilled staff in all respective areas of the organizational chart included in this Proposal. Technical concepts will be clearly communicated with the CIty to maximize benefits during reviews (see Figure X).
Schedule Control
The schedule prepared as part of the PMP will
integrate the work of all team members and include milestones, execution of tasks, as well as in- house Quality Control and the City reviews. As the schedule is agreed on, it will be baselined and progress schedule updates will be provided by our team monthly to the City PM to assure project transparency, cashflow prediction, and stakeholders expectation. Once the detailed scope is established, our Project Manager will prepare a Critical Path Method (CPM) based schedule using MS Project. As work proceeds and progresses, the project schedule will be closely monitored and tracked to assure timely adjustments are made. If schedule recovery is required, we will look at different techniques and see which ones can be applied to a particular situation to recover the schedule.
Cost Control
Our Project Manager will track the cost and expenditure using our in-house cost control tools. Prior to each invoice, the DBE Project Manager will review the progress for consistency with the PMP and ensure compliance with the City invoicing and reporting requirements for services rendered to date. This cost control plan ensures that our fee will always be properly tracked with the progress of work.
Risk Management
Risk Management begins with identifying risks, which generally occurs during development of the project approach and is re-visited throughout project development as part of the project control. The DBE will incorporate any initial Risk Register developed by the team and update it when project progresses.
Identified risks must be listed, evaluated, addressed, and tracked to ensure that they do not impact the project schedule and budget in any way that could have been avoided. When a risk cannot be avoided, it is specified as a risk to budget and/or schedule. Once identified, a workshop involving technical, budgetary, and City and DBE management team members will be held to determine if a solution could be found to either eliminate or significantly reduce the risk.
Document Control
The DBE will implement document control requirements throughout the project, including the use of Microsoft Teams to track and organize project documents and communications. The DBE team will follow all City requirements, including QC checks and comment responses, available for delivery to the City.
Quality Control Process/ Procedures
Our team understands that following quality management is essential to the success of any project.
We will achieve this through implementation of a robust Quality Management Process (QMP). One Figure X: Example of 3D rendering used to clearly
communicate project design and technical concepts.
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of the most critical aspects of the QMP is the identification and scheduling of quality control reviews.
Each project deliverable shall be reviewed at key design milestones.
Quality Control will be performed at two
levels. The first level is through an
independent technical review, consisting of
an independent quality control check
coordinated by the Project Manager. This
review is conducted at important stages of
each project to review the project’s technical
direction and to give input to criteria
development and the evaluation of
alternatives. The second level of quality assurance is the detailed technical coordination review, performed by the discipline-based Technical Leads at key submittal stages. An acknowledgement that Quality Control procedures were performed will be submitted to City with each major deliverable.
DBE responsible for establishing and implementing QA/QC procedures, including: (1) independent review of design products, and (2) inspection / testing of construction materials, including but not limited to soils inspections per CBC Ch. 17. DBE shall provide documentation of QA/QC results.
Structural Observations by DBE.
Asset Management
The DBE team brings unparalleled asset management skills and has documented these durability requirements for many projects. Establishing the Contractor’s performance specification based on asset life and target life-cycle cost significantly reduces project risks associated with early equipment failures and unexpected maintenance costs. In our experience, creating a consistent framework for documenting asset information will allow the City to incorporate specific asset attribute requirements into contract documents, which will be especially useful for incorporating this data into the City’s maintenance program. We have recently established all the necessary components for similar programs. We have developed internal SOPs for asset management and are thus intimately familiar with the asset management protocol and expectations.
Implementing and improving asset management strategy, processes, data/systems and governance is essential to delivering efficiency gains and ultimately transforming into a leading organization that provides optimum customer value.
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The DBE team will work with the City in developing its Asset Management Strategy and Roadmap, kicking-off various strategic initiatives with the City to successfully implement the following key tasks and initiatives:
Attention to material/equipment selection enhances facilities asset life The “Durability Plan” determines, in part, the most cost-effective lowest life-cycle cost facility achievable within the project constraints.
The DBE team brings unparalleled asset management skills and has conducted many durability plans. Establishing the Contractor’s performance specification based on asset life and target life-cycle cost significantly reduces project risks associated with early equipment failures and unexpected maintenance costs, O&M costs, and future capital investments. O&M cost impacts would be clearly outlined in the plan rather than being assessed after the fact. A strong Durability Plan and requirements developed at the start of the project greatly assist the design process and makes the design more robust as a result.
Such requirements can be especially useful for the City.
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Attention to material/equipment procurement process
We understand the importance of procuring the GAC unit. Based on our experience, seismic analysis and anchor design for GAC vessels are often overlooked by some manufacturers. This oversight can lead to issues such as thickened slabs or additional baseplates and anchoring during construction, potentially resulting in significant change orders.
Additionally, the supply chain for certain project components, such as PLCs and actuators, remains volatile. To mitigate potential delays, the DBE team will ensure thorough planning of shop drawing reviews and approvals. We will also pre-procure long-lead items once the project design and scope are finalized, aiming to prevent any project delays.
Attention to site condition and constructability
Assess Site Conditions:
Conduct a detailed site survey and soil analysis.
Identify obstacles like power lines and restricted
access areas.
Plan Equipment Management:
Select appropriate equipment for site conditions.
Plan for safe mobilization and setup of
construction equipment.
Coordinate Offloading and Installation:
Schedule delivery times and develop a logistics
plan.
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Use cranes and rigging to maneuver and place the GAC unit, considering height and access limitations.
Make temporary site modifications if necessary for safe installation.
Ensure Effective Communication:
Coordinate with all stakeholders and equipment suppliers. Monitor the installation process and adjust plans as needed.
Resolve Issues Proactively:
Identify risks early and prepare contingency plans.
Keep detailed records of the installation process and any issues encountered.\ Early involvement of DDW and attention to technical details Consult DDW Early:
o Parallel vs. Lead-Lag Vessel Configuration: Clear, written communication from DDW on the acceptability of using parallel vessels for 1,2,3- TCP removal. o Air Release Valve vs. Rupture Disk: Decide with DDW which device to use based on system needs and safety requirements.
Handle Media:
o Plan: Create procedures for handling, storing, and replacing media in compliance with regulations.
o Design: Include features in the system design for easy media handling. Develop Backwash Procedures:
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o Create Procedures: Work with DDW to set up effective backwash procedures and include them in staff training and the operation manual. Manage Backwash Waste Discharge:
o Design: Implement systems for handling and discharging backwash waste according to DDW guidelines.
o Maintain: Include backwash waste management in the maintenance plan with regular inspections.
Prepare Operation and Maintenance Manual:
o Document: Create a detailed manual covering all procedures and compliance information.
o Train: Ensure staff are trained on these procedures.
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By addressing these areas early with DDW, you ensure regulatory compliance and efficient operation.
Maintenance requirements for future operations and during construction are often under-defined.
Keeping the facilities operating to reliably meet water quality flow requirement and allowing operators access for routine and emergency operations and maintenance activities is a key part of construction, but contract documents often provide limited definition of owner expectations and operation requirements to the bidders
which can be a source of frustration and
claims during construction and future
operation. The DBE will work with the
City operations staff to ensure these
transitional operations
and sequencing
requirements are well defined in the
contract documents. DBE will prepare
detailed sequence of construction and
tie-in schedule as well as future carbon
change out procedure and access.
Start-up and Testing
Start-up procedures are essential for ensuring the successful implementation of a project. The process typically begins with gathering all relevant documentation and assembling the project team to clarify roles and responsibilities. A thorough inspection of all equipment is conducted, including visual checks and functionality tests on individual components before integration. Once the system is ready, it is powered on gradually, with careful monitoring for any irregularities and the recording of baseline performance metrics. Tests are then performed, simulating normal operating conditions to identify potential issues. Any problems encountered are addressed promptly, with all findings and adjustments documented. Finally, training is provided for operational staff, and all documentation, including operation manuals and maintenance schedules, is handed over to ensure a smooth transition. This structured approach lays a solid foundation for project success.
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Greg Gillespie, our designated start-up manager, will oversee the project start-up and testing along with the rest of the N2W team. With nearly three decades of experience, Mr. Gillespie brings extensive knowledge in operating and servicing water treatment, wastewater treatment, and hazardous waste remediation equipment for significant industrial and environmental projects.
Firm Overview
N2W Engineering (N2W) provides clients with the services necessary to evaluate and solve their most
difficult environmental and environmental
issues. As a full-service environmental
engineering consultant and contractor, it is our
objective to provide our clients with the
services that are required throughout the
entire duration of a project. To achieve
this, we work closely with our clients and
create a seamless approach to completing
projects so that they are considered a key
part of their team. This relationship results in quicker engineering assessment and problem solving, with minimal expenses.
N2W provides service to a diverse group of municipal, agricultural, and industrial clients throughout the Unites States. N2W Engineering designs and manages projects for organizations of all sizes and across all industry sectors related to water, wastewater, and water resources. N2W encompasses design engineering, project construction management, economic analysis and project finance, environmental compliance, contract operation, design-build, design-build-operation, design-build-operation-finance, public-practice partnership project delivery, and regulatory permitting.
N2W Engineering is an engineering consulting, contract operation, and service corporation founded in 1997. N2W provides service to a diverse group of municipal, agricultural, and industrial clients throughout the United States. We serve critical markers, including biogas, waste to energy, wastewater resource recovery, food and agriculture waste treatment, municipal solid waste, digestate treatment, anaerobic digestion, water and wastewater, and biogas treatment and purification technology.
Our focus on water resources in California gives our team an in-depth understanding of the solutions to the challenges faced by the City of Hemet.
Project Team, Project Organization, and Key Personnel
Project Team Organization
N2W AT A GLANCE
Full-service environmental,
water, and wastewater
engineering consultant,
contractor, and operator
5 offices in Irvine, Fullerton,
San Marcos, Vista, and
Gilroy
Founded in 1997
20 professional employees
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Our proposed team combines engineers and technical staff from N2W and our subconsultants, Wright Engineer and AQX. N2W brings to the team expertise on detailed design of water treatment systems, specifically for 1,2,3- TCP removal. Our experience with preselection of equipment and prequalifying sub-contractors is a key strength of our approach to meeting the City’s schedule and quality requirements. The DBE offer a wide breadth of services relevant to this project; the depth of their in-house expertise and support staff allows them to offer a wide range of services at a moment’s notice, including treatment and linear infrastructure. AQX provides structural design services and Wright Engineer provides electrical design expertise, having worked on many similar water treatment plant projects throughout the country. We have developed strong relationships with our partners over many years of working together and are comfortable adjusting our team as required for the agreed-upon scope. The combined strengths of our team are truly unmatched and will provide the City with a high quality 1,2,3- TCP treatment system.
Team Qualifications and Experience
Greg Guillen, PhD, PE, will serve as the Process Project Manager and 1,2,3- TCP Expert, overseeing the development and execution of the project, tracking budget and schedule, and serving as the main point of contact for the City’s project manager/ staff. He has 15 years’ experience managing and designing water and wastewater treatment process facilities and has built a reputation for delivering high-quality work on time and within budget. Dr. Guillen understands the importance of good communication, thorough documentation, and being flexible and solution oriented. He will facilitate the flow of information amongst the team and with the City’s project manager and staff.
James Wang, PE, will serve as the Design Manager. Over the last 24 years, James has been involved in 100+ design projects in various civil and environmental engineering fields. He will manage the Project’s design process.
Jamal Awad, PhD, PE, will serve as Technical Advisor and Quality Control . Mr. Awad has over 30 years of experience in water treatment, regulatory compliance, and water distribution and sewage collection systems. He will ensure the proper flow of all document review prior to submission to the CIty.
Justin Scheidel, PE, will serve as the Civil Engineer. Mr. Scheidel has 21 years of experience working with public entities on similar water treatment projects. He is responsible for detailed design and layout, utility research and conflict avoidance, civil calculations and analysis, and development of plans and specifications.
Agata Bugala, EIT, will serve as a Senior Engineer. Ms. Bugala has 5 years' experience specializing primarily in water and wastewater treatment facilities and is an industry leader with demonstrated skills in improving engineering planning and design processes.
Qiang “Chung” Xiao, PE, SE, an AQX Principal Engineer, will serve as the Structural Engineer.
Mr. Xiao has over 30 years of experience in structural analysis and design, seismic risk assessment and R&D.
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Williams T. Wade, PE, at Wright Engineering, will serve as the electrical engineer. His 30 years of experience includes electrical design for water treatment plants, water storage facilities, and all types of pumping and booster stations, wastewater treatment, traffic signal design, park lighting design, sports field lighting design, street lighting, and site electrical industrial facilities.
Our team of highly experienced engineers and support staff are highlighted In Appendix X:
Key Personnel. N2W’s team includes complimentary team members for technical support in addition to our in-house resources and capabilities. Project references for our team are included in Appendix X: References. Resumes for key team members, including sub- consultants, are provided in Appendix X: Resumes.
N2W will provide license and certification information for all N2W staff and our sub- consultant upon request.
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E. Key Personnel
Key Personnel Team Qualifications
PROJECT MANAGER
Greg Guillen, PhD, PE
Gregory Guillen is a chemical and environmental engineer focused on water and wastewater treatment. Dr. Guillen has 15 years of experience designing water and wastewater treatment processes as well as odor control systems. Dr. Guillen’s education covered the fundamentals of chemical and
environmental engineering with an emphasis on water and wastewater treatment. His graduate work focused on advanced membrane materials and processes for separations including those found in water and wastewater treatment. Dr. Guillen has authored several peer-reviewed papers in the field of desalination and membrane filtration, holds multiple patents for membrane formation, and has lectured in the Department of Civil and Environmental Engineering at University of California, Los Angeles.
Project Manager, Lake Arrowhead Community Services District, PFAS Treatment Systems PDR and Final Design (2024-ongoing)
Project Manager, City of Redlands, Perchlorate and PFAS Treatment System Final Design (2023-ongoing)
Project Manager, Joshua Basin Water District, Hexavalent Chromium Treatment Pilot Study (2018-2019)
Project Manager, Joshua Basin Water District, Hexavalent Chromium Compliance Program Management (2017-2019)
Process Engineer, Eastern Municipal Water District, Preliminary Design of Iron, Manganese, and Nitrate Wellhead Treatment Facilities (2017) Lead Treatment Engineer, Jacumba Community Services District, Iron and Manganese Groundwater Treatment System Design (2019-2021)
DESIGN MANAGER
James Wang, PE
James Wang is a principal engineer with N2W Engineering and has 26 years of experience in water, wastewater, and biogas engineering projects throughout the country. His project experience includes wellhead treatment, ion exchange, granular activated carbon, perchlorate removal, TCE removal, PFAS removal, biological treatment, hydraulic analysis, booster pump stations, and pipeline. Mr. Wang’s areas of expertise include studies, planning, designing, cost estimating, construction Education
University of California,
Los Angeles
PhD, Civil Engineering
MS, Civil Engineering
University of California,
Riverside
BS, Environmental
Engineering
License
Professional Civil
Engineer
CA No. 83897
Education
University of Windsor
MS, Civil Engineering
Shandong University
BS, Civil Engineering
License
Professional Civil
Engineer, CA PE 81123
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management, and AutoCAD. Mr. Wang has been responsible for providing solutions and recommendations for troubleshooting and evaluating various issues in existing systems such as groundwater contamination, system controls, and upgrades. Mr. Wang is proficient in innovative and cost-effective design and experienced in electrical, process, instrumentation, mechanical, structural, and architectural design.
Design Manager, Lake Arrowhead Community Services District, PFAS Treatment Systems PDR (2024)
Design Manager, City of Arcadia, Live Oak Well Treatment System (2019-2020) Design Manager, City of Corona, Evaluation of PFAS, 1,2,3-TCP, and Perchlorate Treatment Solutions (2020-2021)
Design Manager, City of Ontario, Wells 37 & 39 Treatment System (2021-2024) Design Manager, City of Ontario, Wells 50 Treatment System (2023-Present) Design Manager, City of Redlands, Wells 38 & 39 Treatment System (2023-Present) Design Manager/Owner Engineer, West Valley Water District, Oliver P. Roemer WFF Progressive DB Expansion Project (2021-Present)
QA/QC MANAGER
Jamal Awad, PhD, PE
With over 30 years of experience with extensive experience in water quality, water treatment planning and engineering, Jamal is sought after nationally to support creative implementation of engineering solutions and innovative technologies assessments.
An example of Jamal’s leadership and technical skills is his work to establish the GAC skid-mounted parallel vessel treatment requirements for the California DDW. Jamal was the Project Manager for the Riverside Electric Street 5-mgd GAC wellhead treatment facility design and the Garner B Russell C 3,400 gpm GAC wellhead treatment design and construction. Jamal recently guided the preliminary and final designs for OMUC Wells 37 & 39 6,000-gpm IX wellhead treatment facility. Additional highlights include:
Past Chair of the Water Quality Division, AWWA California- Nevada Section
Past Water Quality Manager for the Long Beach Water Department (34th largest City in the US)
Project Manager and Process Lead, City of Ontario, Ion Exchange Treatment Facilities for OMUC Wells 37 and 39 (2021-Present)
Project Manager/Owner Engineer, West Valley Water District, Oliver P. Roemer WFF Progressive DB Expansion Project (2021-Present)
Education
Marquette University
PhD, Civil & Env.
Engineering
University of Wisconsin,
Madison
MS, Civil & Env.
Engineering
Louisiana Tech
University
BS, Civil Engineering
License
Professional Civil
Engineer, CA No.
C50719
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SENIOR ENGINEER
Agata Bugala, EIT
Agata Bugala is a senior engineer with over 5 years of
professional experience as a water/wastewater engineer, specializing in the design of water and wastewater treatment systems, including planning and process engineering. Her technical skills include aeration process modeling and energy optimization using BioWin, report preparation, cost estimation, specifications, and construction support. Ms. Bugala’s experience in planning, design, and construction provides her with unique insights and knowledge that she employs to drive projects toward successful and timely completion.
Project Engineer, City of Redlands, Wells 38 & 39 Perchlorate and PFAS Treatment System (2023-Present)
Design Engineer, Lake Arrowhead Community Services District, PFAS Treatment Systems PDR (2024-Present)
Project Engineer, La Salina WWTP Digester Rehabilitation, City of Oceanside, California (2023-2024)
Project Engineer, Sodium Hypochlorite Feasibility Study, City of Inglewood, California (2023)
CIVIL ENGINEER
Justin Scheidel, PE
Justin Scheidel is a Principal with 21 years of experience as an Engineer specializing in water infrastructure design, wastewater treatment design, and construction management. He is
responsible for detailed design and layout, utility research and conflict avoidance, civil/mechanical calculations and analysis, cost estimation, and development of plans and specifications. Mr.
Scheidel is experienced in all phases of engineering, including planning, design, and construction.
Domestic Water Supply System Improvement, Jacumba
Community Services District, Jacumba, California. Project Manager for the design of a potable water treatment plant for removal of Iron and Manganese from the water system supply wells. The project included development of a preliminary design report to size the treatment facility, development of the construction documents for public bidding, and oversight of the bid and construction process for the District. This project was completed as part of the USDA’s Rural Development grant Program that provides funding to aid small rural Education
City College of New
York, Grove School of
Engineering
BS, Env. Engineering
License
Engineer-in-Training, CA
Education
San Diego State
University
MS, Civil Engineering
San Diego State
University
BS, Civil Engineering
License
Professional Civil
Engineer,
CA No. 82058
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communities. As part of the requirements of the grant Dudek provided complete design services and contract administration from concept planning to plant startup. Colladay Reservoir Design, the Temescal Valley Water District, Corona. Served as Project Manager for the design of a new 2.8-MG welded steel potable water reservoir in Temescal Valley, California. The Design included hydraulic modeling, reservoir siting and layout, equipment selection, detailed design of the reservoir, and design of ductile iron and PVC waterline to connect the proposed reservoir to the existing potable water system. Knabe Road Potable Waterline, the Temescal Valley Water District, Corona. Served as Project Manager for the design of approx. 1,300 linear foot 12-inch PVC potable waterline to connect two existing sections of the potable water system. The design included utility research and modifying the alignment to maintain adequate separation from existing sewer and non-potable water facilities.
Principal-in-charge, Separate Industrial Water Reclamation Facility, City of Gonzales (2020 – Present)
START-UP MANAGER
Greg Gillespie
With nearly three decades of experience, Mr. Gillespie brings extensive knowledge in operating and servicing water treatment, wastewater treatment, and hazardous waste remediation
equipment for significant industrial and environmental projects. He demonstrates proficiency across all aspects of service delivery, including safety protocols, installation procedures, and maintenance of complex electro-mechanical remediation systems.
In his capacity, Mr. Gillespie is responsible for developing repair schedules, managing maintenance personnel, and overseeing the field execution of installation projects. His proven track record in constructing and maintaining treatment systems highlights his dedication to consistently meeting and exceeding regulatory standards established by local, state, and federal authorities. Operations Manager, Pulmuone Foods, Fullerton, CA
Operations Manager, Cheveron Oil Remediation Systems
Construction, Multiple Locations in CA
Operations Manager, Montrose EPA Superfund Plant,
Torrance, CA
License
OSHA 30-hour
Construction Oversight
and Management
OSHA 40-hour
HAZWOPER
OSHA 8-hour
HAZWOPER (current)
DOT-IATA Trained
Forklift Operator
Certification
Confined Space
Certification
Working on Heights
Certification
First Aid/CPR
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STRUCTURAL ENGINEER
Qiang “Chung” Xiao, PE
As the principal of AQX Engineering, Mr. Xiao is responsible for the overall technical design of the firm with fifteen engineers, architects, and designers. Mr. Xiao oversees the development, provides technical input, and is responsible for the quality of all the projects. He is experienced with all phases of design from concepts to construction specifications/documents, including providing engineering service during construction and
construction management. He and his team have provided design services for many facility types, including pump stations, water and wastewater treatment structure, auto dealership facilities, business parks, industrial/warehouse facilities, institutional buildings, office buildings, recreational facilities, R&D buildings, residences, retail shopping centers, and post-tension concrete structures.
Structural Engineer, City of Redlands Well 38 & 39
Perchlorate Treatment
Structural Engineer, City of Arcadis Live Oaks Well TCE and PFAS Treatment
Structural Engineer, Lake Arrowhead Community Service District PFAS Water Treatment Plant
ELECTRICAL ENGINEER
Wade Williams, PE
Wade T. Williams serves as Vice President, Principal Project Manager, and Professional Electrical Engineer for Wright Engineering Corporation. His thirty years of experience includes electrical design for water treatment plants, water storage facilities, and all types of pumping and booster stations, wastewater treatment, traffic signal design, park lighting design, sports field lighting design, multi-family housing, street lighting, streetscape design and site electrical industrial facilities. His experience includes inspections for these projects for conformance to plans and specifications, NEC conformance, and life safety issues, as well as all other construction management services. He has provided inspections and other construction related services on these and many similar projects. conformance, and life safety issues, as well as all other construction management services.
Electrical Engineer, City of Redlands Well 38 & 39 Perchlorate Treatment Electrical Engineer, Lake Arrowhead Community Service District Bernina PFAS Water Treatment Plant
Electrical Engineer, Lake Arrowhead Community Service District Cedar Glen PFAS Water Treatment Plant
Education
Vanderbilt University
PhD, Structural
Engineering
Beijing Jiaotong
University
MS, Structural
Engineering
BS, Structural
Engineering
License
Professional Structural
Engineer,
CA No. 5289
Professional Civil
Engineer,
CA No. 66510
Education
Electrical Engineering
Arizona State University
License
Professional Electrical
Engineer,
CA No.18880
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Staff Workload and Availability
The N2W team specifically chosen for this contract has the availability and capacity to provide services on upcoming District projects. Dr. Greg Guillen has relevant, local project management experience and will make this contract a top priority. In addition, N2W offers the City a team of accessible, committed staff members who are ready to begin work immediately.
The N2W team presented in this proposal is fully committed and available for this contract.
Team members can commit substantial effort (up to 100%) to the contract when necessary to deliver a successful, on time, and within budget project.
N2W has the capacity to attend meetings, advise the City staff, prepare, and present reports, and assist with any task as it pertains to the scope of services. Our team consists of subject matter experts with different specialties in mechanical, process, and water/wastewater treatment services to accommodate the specifics of this project.
The table below presents the availability and ability of our key team members to complete the project in the proposed timeline. N2W understands that all key personnel will be available to the extent proposed for the duration of the project, acknowledging that no person designated as "key" to the contract shall be removed or replaced without the prior written concurrence of the City.
Key Personnel Commitment and Resources
Team Member Name Role Availability Commitment to Other Work Greg Guillen Project Manager 50% 50%
James Wang Design Manager 50% 50%
Jamal Awad QA/QC Manager 25% 75%
Agata Bugala Senior Engineer 75% 25%
Jeffrey Huang Design Engineer 50% 50%
Zack Wharton Design Engineer 50% 50%
Justin Scheidel Civil Engineer 50% 50%
Qiang “Chung” Xiao Structural Engineer 25% 75%
Greg Gillespie Start-up Manager 25% 75%
Darren Azarian Commissioning Engineer 25% 75%
Wade William Electrical Engineer 25% 75%
Bryan Beals / RC Foster Project Manager 50% 50%
Nick Kojac / RC Foster Project Engineer 75% 25%
Dale Kojac / RC Foster Superintendent 80% 20%
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Team Member Name Role Availability Commitment to Other Work Robert Foster/R C
Foster
President 10% 90%
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F. References
The projects in this section highlight our firm’s tradition of problem solving for public agencies, similar to the City’s project. We have selected the following projects to demonstrate our team’s recent experience with similar challenges faced by other public agencies. These projects were selected to share relevant similarities with the City’s project in mechanical dewatering and polymer system, equipment pre-procurement, and site design.
WELLS 37 & 39 PERCHLORATE REMOVAL DESIGN
Client: City of Ontario
Reference: Thom Lambertson, Senior Associate
Engineer, Ontario Municipal Utilities Company;
[email protected]; 909.395.2774
Project Start and End Date: 2021 – 2024
N2W completed engineering services for the Ion
Exchange (IX) Treatment Facilities for Wells 37 and 39 including equipment preselection, preliminary and final design, and permitting of the 8.6-mgd IX facilities for perchlorate groundwater treatment. The one-pass IX system consists of 4 skid-mounted pairs of vessels (8 vessels in total), with flow and control measurement on each skid.
The design includes a small building to house the onsite hypochlorite generators (1+1), salt storage, brine and hypochlorite storage tanks, chemical metering pump skids, and a backup electrical generator with imbedded fuel tank.
The treatment facilities have significant instrumentation and control, connected to the City SCADA system. The engineering services cover environmental, planning, and water quality permitting for the treatment facilities including CEQA documentation, City Planning Department, and DDW. The project also includes the development of Engineering Design Guidelines for IX treatment facilities to establish water quality performance requirements, material and equipment standardization, and City’s O&M knowledge capture. The Guidelines establish the basis of design for future IX treatment systems.
N2W is currently providing bidding and engineering services during construction/resident engineering service for the wellhead treatment facilities and is involved with all aspects of the design and providing support in the following additional areas: drainage and LID options, aesthetic screening and rendering of treatment vessels, preselection of vessel vendors for Relevant Services:
Design of new cartridge filters, IX
facilities, and sodium hypochlorite
generation
Site improvements
Pump and pipeline hydraulics
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enhanced scheduling of purchase process, electrical upgrades and application, asset register, CEQA permitting support, and construction bid support.
WELLS 50 PERCHLORATE REMOVAL DESIGN
Client: City of Ontario
Reference: Chris Bonadurer, Water Production Manager; [email protected]; 909.376.6151
Project Start and End Date: 2023 – ongoing
N2W, in collaboration with GHD, are
currently providing engineering design
services for a new Ion Exchange Facility to
remove perchlorate from groundwater
extracted from Ontario Municipal Utility
Company’s existing Well 50. The one-pass
4.3 MGD IX system consists of 2 packaged
pairs of vessels (4 vessels in total), with flow measurement and control on each system. The design includes upgrading the existing onsite sodium hypochlorite generators (1+1), salt storage, and brine and hypochlorite storage tanks. The project also involves permitting as well as developing the City’s Engineering Design Guidelines.
GAC TREATMENT SYSTEM FOR GROUNDWATER WITH TCE CONTAMINATION Client: City of Arcadia
Reference: Eddie Chan, Principal Civil Engineer, City of Arcadia; [email protected]; 626.254.2713
Project Start and End Date: 2019 – 2020
The Live Oak Well, operated by the City of Arcadia, draws groundwater from the San Gabriel Basin at a capacity of 3,000 gallons per minute and supplies water to the City’s potable water supply. Measured Trichloroethylene (TCE)
concentrations in the well were observed to be increasing above the maximum contaminant level (MCL). In order to
maintain operation of the supply well and meet standards set by DDW, the City retained our team to select and
design a treatment system for treatment of TCE at the well site.
Following a review of the available technologies based on technical feasibility and cost, a granular activated carbon (GAC) system was selected over an air stripping system.
The design included the layout of pipes and treatment
equipment at the project site for optimum arrangement and detailed design of the treatment system, including site modifications.
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In addition, our team also provided services related to site improvement design, CEQA application, funding application, bidding, contractor pre-qualification, and testing. Other innovative aspects of this project delivery include:
Provided services to the City for pre-procurement of major equipment which aided the City in meeting budgetary and schedule-related goals.
Utilized a knowledge of the local contracting industry to obtain multiple qualified and competitive bids for construction.
WELLHEAD PERCHLORATE AND PFAS TREATMENT SYSTEM DESIGN
Client: City of Redlands
Reference: John Harris, Municipal Utilities &
Engineering Director; [email protected];
909.798.7658
Project Start and End Date: 2023 – ongoing
Dudek and N2W are providing engineering design
services for the perchlorate and PFAS ion
exchange treatment system. The centralized
treatment system will treat groundwater from Well
Nos. 38 and 39. In addition to the ion exchange
system, this design will include well pump
improvements, expanded disinfection systems,
and emergency backup generators at both well sites.
LAKE ARROWHEAD BERNINA WATER TREATMENT PLANT AND CEDAR GLEN
PFAS TREATMENT SYSTEM DESIGN
Client: Lake Arrowhead Community Service District
Reference: Cathern Cerri, General Manaer; [email protected] Project Start and End Date: 07/2024 - ongoing
N2W are providing engineering
design services for the PFAS ion
exchange treatment system. The
Bernina centralized treatment plant
will treat surface water for 5 mgd
and the Cedar Glen Water
Treatment Plant will treat surface
water for 2 mgd. In addition to the
ion exchange system, this design
will include pilot study, chlorine
contact tank tracer study, final
effluent pump improvements,
expanded disinfection systems, and
emergency backup generators,
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building design, and SCADA upgrade.
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G. Key Staff Resumes
ROBERT C. FOSTER
PRESIDENT
SUMMARY
R C Foster will assign Mr. Robert C. Foster, as overall Corporate Project Executive Manager for your Construction Project and will be responsible for a timely response and quality completion of your contract assignments. Mr. Foster earned a Bachelor of Science Degree in Construction Engineering from Cal Poly San Luis Obispo. As the President of R C Foster, he has the authority to commit all R C Foster resources and take any action necessary to meet your requests. Mr. Foster will be the company representative in all contractual relations between R C Foster and your firm. Mr. Foster has over 40- years’ experience in the water industry in Southern California and has been involved in construction and construction management of municipal water and wastewater projects since 1982.
EDUCATION
CALIFORNIA STATE POLYTECHNIC UNIVERSITY, San Luis Obispo, CA Year of Graduation 1981
Bachelor of Science Degree- Construction Engineering
PROJECT EXPERIENCE
R C Foster Corporation has completed approximately 550 Projects since inception in 1989.
As the corporate President since founding the company, Mr. Foster has had an active involvement in each project and has navigated the requirements of each to a successful outcome.
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BRYAN BEALS
PROJECT MANAGER
SUMMARY OF EXPERIENCE
R C Foster may also assign Mr. Bryan Beals , as Construction Project Manager. Mr. Beals’ primary responsibilities will include the daily supervision of field activities and subcontractors, management of project budget and schedule, procurement of all necessary materials and components, and to assure effective utilization of R C Foster resources in meeting project technical and schedule requirements. In addition, Mr. Beals will be responsible for maintaining lines of communication between R C Foster and client and oversee R C Foster quality assurance and safety programs.
Mr. Beals has over 18-years of project management experience. As the responsible individual for numerous major contracts of municipal water projects; including the design, layout and construction of pump stations, chemical injection facilities, and Wellhead Completion Projects. Additional projects under his supervision include reservoirs and reservoir site completions, engine driven pumping units, and water treatment facilities for public and private water agencies throughout Southern California.
EDUCATION
Arizona State University, Phoenix, AZ Chapman University, Orange, CA Criminal Justice
A FEW EXAMPLES OF PROJECT EXPERIENCE
EASTSIDE WATER TREATMENT FACILITY
CITY OF CHINO
MR. GIL ALDACO, WATER UTILITIES SUPERVISOR (909) 334-3424 LENNAR
MR. LARRY LIEBEL, PROJECT MANAGER (951) 817-3526
MURROW CM
MR. BOB WEBER, SENIOR DIRECTOR (360) 773-6056 DATE COMPLETED SPRING 2016 CONTRACT AMOUNT $5,457,900.00
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DALE KOJAC
SUPERINTENDENT
WILSON ST. RESERVOIR TCP WELLHEAD TREATMENT
CITY OF SOUTH PASADENA
MR. ANTENEH TESFAYE, DEPUTY PUBLIC WORKS DIRECTOR (626)403-7378 DATE COMPLETED FEBRUARY 2019 CONTRACT AMOUNT $2,727,195.00 WELL #8 ION EXCHANGE TREATMENT FACILITY,
CALIFORNIA DOMESTIC WATER COMPANY
MR. CHE VENEGAS, OPERATIONS MANAGER (562) 947-3811
DATE COMPLETED JULY 2023 CONTRACT AMOUNT $4,168,000.00
SUMMARY OF EXPERIENCE
Mr. Dale Kojac, Project Superintendent has been with R C Foster since 2018 and has extensive experience as a field superintendent and may, upon availability, be assigned to a project. Mr. Kojac has over 30 years’ experience in construction related work including water treatment, water pumping, reservoirs, and wellhead facilities.
A FEW EXAMPLES OF PROJECT EXPERIENCE
ULTRAVIOLET LIGHT ADVANVED OXIDATION SYSTEM, PLANT B6
SAN GABRIEL VALLEY WATER COMPANY
MR. BRYANT MARROQUIN , PROJECT MANAGER (909) 201-7375 DATE COMPLETED DECEMBER 2019 CONTRACT AMOUNT $2,224,000.00
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WELL 11 EQUIPPING
PICO WATER DISTRICT
MR. MARK GRAJEDA, GENERAL MANAGER (562)692-3756 JUNE 2020 DATE COMPLETED DECEMBER 2019 CONTRACT AMOUNT $ 1,349,410.00 PLANT B6 TROJAN UV FLEX SYSTEM
SAN GABRIEL VALLEY WATER COMPANY
MR. BRYANT MARROQUIN , PROJECT MANAGER (909) 201-7375
DATE COMPLETED DECEMBER 2020 CONTRACT AMOUNT 1,133,832.00 MANGULAR BLENDING FACILITY
CITY OF CORONA DEPARTMENT OF WATER & POWER
MR. JUSTIN AMON, Chief Water Operator (951) 736-2481
DATE COMPLETED DECEMBER 2023 CONTRACT AMOUNT 10,318,000.00
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Project: Hemet, CA
Proposal Number: PLM-24075
Specification Section: Design Build
Bid Date: 10/14/2024
Location: City of Hemet, CA
Equipment Description Equipment Identification
Adsorption System Two (2) AquaKnight ™ GC 12-40 Systems Equipment Freight Delivery of Equipment to Site
Granular Activated
Carbon (GAC)
40,000 lbs. FILTRASORB® 400 per vessel,
160,000 lbs. total
GAC Freight Delivery of GAC to site in Pneumatic Trailers for loading directly into Adsorbers
Field Service Six (6) days Calgon Carbon Field Services
Offer Sheet/
Scope of Supply
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CALGON CARBON PROPOSES TO PROVIDE ALL EQUIPMENT ITEMS,
ACTIVATED CARBON AND SERVICES AS DESCRIBED IN THIS
SPECIFICATION SECTION WITH THE FOLLOWING CLARIFICATIONS AND EXCEPTIONS :
• In order to meet required delivery dates, final shipment must be confirmed by Customer no less than 10 weeks prior to delivery. Once equipment is fabricated it must be shipped within two weeks of the confirmed delivery date. If it cannot be shipped, CCC will move it to storage and charge per system a one-time movement fee of $4,500 and $1,500/month pro-rated storage fee.
1. Providing Approval Submittal: 2 – 3 weeks after final execution of purchase order/contract
2. Re-submittals: 2 weeks after return of previous submittal with notations/comments
3. Customer Confirmation of desired ship date received a minimum of 10 weeks prior to desired delivery to reserve shop time (this is a milestone only and does not add to fabrication time).
4. Delivery: 34 to 36 weeks after return of submittal / release to fabricate, subject to shop loading, final customer-confirmed delivery schedule and supply chain availability at the time of submittal approval
5. Initial Fill GAC and Site Services: As Required and scheduled by site.
(The following items are not included in this Scope of Supply and are specified elsewhere or have been noted to be provided by the Contractor):
• Site preparation, foundation design and foundation installation • Receipt, off-loading (and storage) of adsorption system equipment. • Installation of adsorption system equipment
• Any hydrostatic test of the installed (assembled) system at the site. • System connection to existing infrastructure
• System disinfection prior to initial fill of carbon
• Utilities for bulk loading of media (compressed air, clean water source, backwash water disposal)
• Operation of the system during carbon fill operation
• Mechanical startup of the system
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Pricing And Information Contact
Bryan Rodriguez
Senior Technical Sales Representative
412-352-7612
[email protected]
Technical Notes
1. The largest single item in this Scope is the AquaKnight ™ GC 12-40 vessel with an estimated vessel weight of 32,000 lbs.
2. Sizing of anchor bolts, supply of anchor bolts and anchor bolt template are not included. Calgon Carbon will supply a drawing showing anchor bolt locations and loads at base plate.
Commercial Notes
1. Pricing to remain valid for 30 days from date of issue.
2. Unless otherwise noted; or until other Terms and Conditions are agreed to in writing by both parties; this Offer is made only under and is governed by Calgon Carbon Corporation’s Engineered Systems Terms and Conditions.
3. Calgon Carbon Corporation asserts that this adsorption system offering falls outside the scope of the American Iron and Steel Act of 2014.
Calgon Carbon’s assertion is based upon a review of the guidance issued by the U.S. Environmental Protection Agency (specifically, EPA’s March 20, 2014, AIS Guidance and EPA’s Q&A Part 2) concerning the scope of the requirements of the American Iron and Steel Act of 2014.
4. Unless otherwise noted; all pricing provided is exclusive of any Sales Tax.
5. Unless otherwise noted; pricing does not include any Payment / Performance Bonds. Costs for any such Bonds (if necessary or requested by the Buyer) will be added to the quoted pricing.
6. Upon acknowledgement of any Purchase Order, the Buyer will be requested to complete a Credit Application and provide Tax Exemption Documentation.
7. Buyer and Calgon Carbon Corporation shall agree to the Delivery Schedule for the order. The Delivery Schedule shall be mutually agreed upon during the purchase order acceptance process. Changes to the Delivery Schedule will only be permitted upon mutual agreement between Buyer and Calgon Carbon Corporation, provided that no changes will be permitted after commencement of fabrication. Notwithstanding any provision to the contrary, delivery requirements not reflected in the Delivery Schedule shall not be subject to liquidated damages. Buyer shall accept delivery of equipment according to the Delivery Schedule. If for any reason Buyer cannot accept delivery in accordance with the Delivery schedule, Buyer shall pay Calgon Carbon Corporation for storage fees
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incurred by Calgon Carbon Corporation at a rate of $50 per calendar day per system for up to 45 days. If for any reason Buyer cannot accept delivery of equipment within 45 days of the date reflected in the Delivery Schedule, CCC will arrange, at Buyer’s expense, to transport the equipment to the location of Buyer’s choice (the “Storage Location”). All transportation and additional storage costs related to delayed delivery acceptance shall be paid by Buyer. Risk of loss shall transfer from CCC to Buyer upon delivery of the equipment to the Storage Location. For the avoidance of doubt, the parties agree that all liability for such equipment shall transfer to Buyer at the Storage Location and any damage incurred thereafter, including without limitation damage incurred as a result of storage or further transportation, shall be for the account of Buyer.
8. You may accept this offer by submitting a purchase order referencing this offer, provided that such acceptance shall be on the express condition that Buyer agrees to accept and be bound by the terms and conditions set forth in the Calgon Carbon Corporation Engineered Systems Terms and Conditions. Any different or additional terms contained in any document, including the PO, issued by Buyer are expressly rejected, and Buyer acknowledges and agrees that the terms set forth herein and in the Calgon Carbon Corporation Engineered Systems Terms and Conditions shall control.
Please send the purchase order to:
Calgon Carbon Corporation
3000 GSK Drive
Moon Township, PA 15108
Attention: Bryan Rodriguez
[email protected]
cc: [email protected]
Attachments
1. Scope Data Sheet
2. Flow Diagram
3. General Arrangement Drawing
4. Sales Specification FILTRASORB® 400
5. Calgon Carbon Corporation Engineered Systems Terms and Conditions
Calgon Carbon Corporation
10/09/2024, jaw
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Project Name: Hemet
Project Location: City of Hemet, CA Third Party Inspector Pre-ship Carbon testing Customer Requirements Design Build E&A Work Procedures Representative carbon testing Design Flow Weld Requirements Factory Rep Training
Empty Bed Contact Time Initial Test Plan Required Field Service Inspection/Testing Backwash Flow rate Customer Visit Field Service Media Install, Startup Requested Delivery Cert. Docs Required
Warranty 12 months from startup or 18 months from delivery Quantity Two (2)
Proposal Number:
Item Item Notes:
Installation Location Outdoor
Certification DWC - Std NSF61
Seismic Calculations Stamped
Elect. Classification
Model Model 12-40 System
Vessel Code ASME (std) Pipe Rack Configuration 10 Valve Piping Module Design Pressure 150 psig Process Pipe Specification C2 (Std) Design Temperature 140F (std) Process Piping Size 8" Process Piping Vessel MOC CS 516-70 (std) Piping Design Code Non Code (std) Internals Internal Cone (Std) Pipe Lining Type No Lining (std) Septa Type 22.105 - 1020566 - PPL - 0.008 - cone - Pipe Lining Mils Head Information ASME 2:1 (Std) Pipe Paint Epoxy w/ Poly (std) RS15 Vessel Straight Side 16 ft. S.S. (M12-40) Valve Type Spec. 3.54 (DWC Wafer) Interior Lining Type Blome TL-220S AR Force Cured (std) VS Valve Seat Material EPDM (std) Interior Lining (Above Cone) Mils 35 to 45 (std) Carbon Inlet Piping Carbon steel (std) Interior Lining (Below Cone) Mils 20 to 25 Carbon Discharge Pipe PPL Lined Carbon Steel Exterior Paint Epoxy w/ Poly (std) RS15 Vessel Sample Taps Assemblies Sample Taps (std) Inlet Distributor Upper Distributor (M12-M14) Sample Insert Quantity 3 (std @ F400 elevations 75/50/25) Media Type F400 Sample Taps on Piping Module 3 (std)
Media Load-Amount 40,000 lbs/vessel SS Finish
Side Manway and Support 20" Davit - (std) Carbon Acceptance Canister High Pressure (above 125 psig) Bottom Manway and Support 14 x 18 elliptical (std) (not vacuum) Fasteners CS, Zinc Coated (Std.) Top Manway and Support none (std) Bolt Isolators No (std) Lift Lugs 4 (std) Air/Vacuum Relief Valve None (std)
Tailing Lugs On Vessel Leg Spray Nozzle No
Vessel Legs High Seismic Legs Gasket Food Grade - White EPDM G46 Nozzles Description Size Quantity Note Basket Strainer - Effluent Yes Influent 8" 1 Expansion Joints DWC: Spec 24.25
Effluent 8" 1
GAC Fill 6" 1 Pressure Instrumentation dP Switch: Spec PDS294 (std) GAC Discharge 1 6" 1 Pressure Gauges Standard
GAC Discharge 2 4" 1 Flow Instrumentation none (std)
GAC Discharge 3 Pressure Relief Graphite Rupture Disk (Std) Cone Vent 2" 1
Pressure Relief
Air/Vacuum Relief Automation None (std)
Sample 2" 3 Electrical Classification
Drain Actuation Manual (std)
Spray
Drain Down
SPECIAL REQUIREMENTS
SCOPE OF SUPPLY
GENERAL INFORMATION
QA/QC TESTING/TRAINING/FIELD SERVICE
Product Description
Notes:
PRODUCT REQUIREMENTS
VESSEL PIPING
system to run at 125 psi normally
AquaKnight ™ GC 12-40
AUTOMATION
INSTRUMENTATION
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LEGEND DESIGN CONDITIONS SPECIALTIESUTILITY REQUIREMENTS VESSELS MEDIA
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PRESSURE
VESSEL
PV-1
PRESSURE
VESSEL
PV-2
PRESSURE
VESSEL
PV-1
ELEVATIONVIEW A-A
LOWER PLAN PLAN
A
A
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FRONT ISOMETRICREAR ISOMETRIC
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SAFETY MESSAGE
Wet, activated carbon can deplete oxygen from air in enclosed spaces. If use in an enclosed space is required, procedures for work in an oxygen deficient environment should be followed.
1.800.4Carbon | calgoncarbon.com
© Copyright 2023 Calgon Carbon Corporation. All Rights Reserved.
DESCRIPTION
FIL TRASORB 400 is a granular activated carbon (GAC)
for the removal of dissolved organic compounds from
water and wastewater as well as industrial and food
processing streams. These contaminants include taste
and odor compounds, organic color, total organic
carbon (TOC), and industrial organic compounds such
as TCE, PCE, and PFAS.
Filtrasorb 400 is made from select grades of
bituminous coal through a process known as
reagglomeration to produce a high activity, durable,
granular product capable of withstanding the abrasion
associated with repeated backwashing, hydraulic
transport, and reactivation for reuse. The raw coal is
mined and subsequently manufactured into GAC in the
United States to ensure the highest quality and
consistency in the finished product. Activation is
carefully controlled to produce a significant volume of both low and high energy pores for effective adsorption of a broad range of high and low molecular weight
organic contaminants.
FIL TRASORB 400 is formulated to comply with all
the applicable provisions of the AWWA Standard for
Granular Activated Carbon (B604) and Food Chemicals
Codex. FIL TRASORB 400 is also certified to the
requirements of NSF/ ANSI 61 for use in municipal
water treatment facilities. Only products bearing the
NSF Mark are certified to the NSF/ ANSI 61 - Drinking
Water System Components - Health Effects standard.
Certified Products will bear the NSF Mark on
packaging or documentation shipped with the product.
• Produced in the United States from a pulverized blend of high quality, domestically mined bituminous coals resulting in a consistent, high quality product.
• Carbon granules are uniformly activated through the
whole
granule, not just the outside, resulting in excellent
adsorption properties and consistent adsorption kinetics. • The reagglomerated structure ensures proper wetting and minimal floating material.
• High mechanical strength relative to other raw materials, thereby reducing the generation of fines during
backwashing and hydraulic transport.
• Carbon bed segregation is retained after repeated
backwashing, ensuring the adsorption profile remains
unchanged and therefore maximizing the bed life.
• Reagglomerated with a high abrasion resistance, which provides excellent reactivation performance.
• High density carbon resulting in a greater adsorption capacity per unit volume.
• Carbon is preconditioned to reduce the release of soluble inorganics and thus reduce the volume of rinse water
needed during the start-up and conditioning.
• Municipal Drinking Water
• Industrial Wastewater
• Pond/ Aquarium
• Pharmaceuticals
• Environmental Water
Processing
• Water Reuse
• Surface Water
• Groundwater
• Food & Beverage
• Bottling & Brewing
FIL TRASORB® 400
Granular Activated Carbon
FIL TRASORB 400 activated carbon can be used in a
variety of liquid phase applications for the removal of dissolved organic compounds. FIL TRASORB 400 has
been successfully applied for over 40 years in
applications such as drinking and process water
purification, wastewater treatment, and food,
pharmaceutical, and industrial purification.
APPLICATIONS
FEATURES & BENEFITS
Specifications
Iodine Number, mg/g 1,
000 (min)
Moisture by Weight 2% (max)
Effective Size 0.55–0.75 mm
Uniformity Coefficient 1.9 (max)
Abrasion Number 75 (min)
Screen Size by Weight, US Sieve Series
On 12 mesh 5% (max)
Through 40 mesh 4% (max)
Typical Properties
Apparent Density (tamped) 0.5
7 g/cc
Water Extractables <1%
Non-Wettables <1%
14.J
SAFETY MESSAGE
Wet, activated carbon can deplete oxygen from air in enclosed spaces. If use in an enclosed space is required, procedures for work in an oxygen deficient environment should be followed.
1.800.4Carbon | calgoncarbon.com
© Copyright 2023 Calgon Carbon Corporation. All Rights Reserved.
TYPICAL CLEAN-BED PRESSURE DROP
Based on a backwashed and segregated bed
TYPICAL BED EXPANSION DURING BACKWASH
Based on a backwashed and segregated bed
0 0%
60%
45%
30%
15%
2.5 5 7.5 10
35°F
55°F
Hydraulic Loading Rate (ft/s)
Bed Expansion
75°F
1 0.1
0.2 0.3
0.4 0.6
6 4
3 2
1 10
0.082
0.016
3.3 2.5
1.6 0.82
0.49 0.33
8.2 4.9
2 3 4 5 6 7 8 9 10
0.07 0.14 0.20 0.27 0.41 0.68
2C/35°F
13C/55°F
24C/75°F
Hydraulic Loading Rate (ft/s)
Superficial Velocity (ft/s)
Pressure Drop (inch w.c./ft. of bed)
Pressure Drop (kPa/m of bed)
DESIGN CONSIDERATIONS
FIL TRASORB 400 activated carbon is typically applied
in down-flow packed-bed operations using either
pressure or gravity systems. Design considerations for a treatment system is based on the user’s operating
conditions, the treatment objectives desired, and the
chemical nature of the compound(s) being adsorbed.
Startup Backwash
1. Flow @ 5% expansion for 2 minutes
2. Flow @ 10% expansion for 2 minutes
3. Flow @ 15% expansion for 2 minutes
4. Flow @ 30% expansion for 30 minutes
5. Flow @ 15% expansion for 2 minutes
6. Flow @ 10% expansion for 2 minutes
7. Flow @ 5% expansion for 2 minutes
Refer to the bed expansion curve to determine the flowrates needed at each step.
Please note, an identical backwash procedure is recommended when a media vessel is restarted after an extended shutdown or restarted after the bed has been drained.
FIL TRASORB® 400
Granular Ac
tivated Carbon
BACKWASH AND CONDITIONING
Prior to placing a recently filled granular activated carbon (GAC) vessel online, adequate media backwash and media conditioning are required. The following steps are intended to serve as guidelines to condition GAC media prior to placing the system in service. These steps may be able to be tailored to accommodate site specific constraints. For more information, please contact your Calgon Carbon sales or technical representative.
INITIAL BACKWASH
Following GAC media exchange, slowly fill the vessel with potable water in the up-flow direction until the vessel is full.
Fill using flow rates that provide less than 5% bed expansion. Soak the new GAC media overnight (approx. 16 hours) to degas the media bed. Once the soaking period is complete, conduct a start-up backwash (up-flow operation) per the steps outlined below:
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Engineered Systems Terms and Conditions
1) DEFINITIONS:
( a) Seller: Calgon Carbon Corporation or its applicable subsidiary or affiliate ( b) Buyer: The buyer named in the Documentation
( c) Documentation: The proposal, confirmation, acknowledgement, delivery schedule or other contract, as applicable, for the sale of the Products to which these Terms and Conditions are attached
( d) System: The system and/or equipment described in the Documentation ( e) Goods: Any carbon cloth, carbon, resin, diatomaceous earth, and/or perlites sold pursuant to the terms of the Documentation ( f) Products: The System, Goods and services, collectively, described in the Documentation ( g) Agreement: The Documentation, these Terms and Conditions and any attachments referenced in the Documentation
2) GENERAL: Seller hereby offers for sale to Buyer the Products on the express condition that Buyer agrees to accept and be bound by the terms and conditions set forth herein. To the extent of a conflict between these Terms and Cond itions and the express terms set forth in the Documentation, the terms set forth in the Documentation shall control. Any provisions contained in any document issued by Buyer are expressly rejected and if the terms and conditions set forth herein differ fro m the terms in any document issued by Buyer, this document shall be construed as a counter offer and shall not be effective as an acceptance of Buyer ’s document. In ordering and delivery of the Products, the parties may employ their standard forms; provide d, however, that nothing in th ose forms shall be construed to modify or amend the terms of this Agreement. In the event of a conflict between this Agreement and either party’s standard forms, this Agreement shall govern.
3) PRICE AND PAYMENT: The price sh all be as stated in the Documentation. Unless otherwise stated in the Documentation: (a) The price is exclusive of any taxes, tariff, and duties of any kind which either party may be required to pay with respect to the sale of goods described in the Docume ntation, and Buyer shall be responsible for the payment of all taxes, tariffs and duties related hereto, except for income taxes imposed on Seller; ( b) Sales tax will be added to the price based upon the Product destination unless tax exemption or direct pay documentation is provided; (c) Billing terms are (i) twenty percent ( 20%) when Seller submits design drawings to Buyer for review and approval, (ii) seventy percent ( 70%) when the System is ready for shipment, and (iii) ten percent ( 10%) when the System is delivered and installed (if applicable); (d) In the event that Goods are delivered with or installed in the System, such Goods shall be billed for at the time of delivery; and (e) Payment terms shall be net thirty (30) days, or net forty-five (45) days if paid by Electronic Funds Transfer (EFT). A late payment fee of 1.25% per month, or the highest lawful rate, whichever is less, will apply to all amounts past due, and will be prorated per day. Retainage may only be applied on the final invoice. Buyer agrees that Sel ler, at its discretion, may accelerate and make due and payable all remaining payments if Buyer shall fail to perform any of its obligations hereunder or under the Documentation, including without limitation Buyer’s failure to pay any amount when due, subject to any applicable cure periods provided for herein.
4) PRICING CONDITIONS:
(a) Unless otherwise indicated within the Documentation , all pricing quoted in connection with the Documentation is valid for purchase for a sixty ( 60) day period beginning with the date of the Documentation.
(b) Buyer acknowledges that the price for raw materials may increase unexpectedly. Therefore, unless otherwise specified in the Documentation, in the event that fabrication of the System is delayed for a per iod beyond thr ee (3) months from the date of the Documentation , Buyer agrees to pay all surcharges and price increases as they are incurred by Seller. Pricing escalations for raw materials will be based upon the percent change in the Producer Price Index for such raw ma terials from the da te of the Documentation to the date fabrication has begun. In addition, all prices are subject to adjustment on account of changes in specifications, quantities, shipment arrangements and other terms or conditions which are not part of Seller’s original price quotation set forth in the Documentation.
(c) If this Agreement shall continue into the next calendar year, the fees payable pursuant hereto will be adjusted on January 1 st of such calendar year as outlined in the Documentation; provided that if the Documentation is silent, the mechanism set forth in Section 4(d) below will apply.
(d
) If the Documentation is silent regarding the mechanism for adjustment of fees, the fees will be adjusted on January 1st of such calendar year by the annual percentage change in the combined average of two Producer Price Indices, as published by the United States Department of Labor: (i) Producer Price Index of other Petroleum and Coal Products Manufacturing, and (ii) Producer Price Index of Basic Organ ic Chemicals. The percent adjustment sha ll be calculated by taking the percent difference for each index during the twelve month period from January 1st through December 31st of the last completed calendar year as compared to the twelve month period from January 1st through December 31st of the calendar year immediately preceding the last completed calendar year. These two percentages will then be averaged for calcula ting the final percent increase to which all Goods will be subject. If the calculation would result in a negative adjustment, no changes shall be made for such year.
5) SALE AND DELIVERY: Sale terms and pricing, unless otherwise specified in the Documentation, are F.O.B. Seller’s point of shipment (Incoterms® 2020). If freight is to be prepaid by S eller and added to the amount due, Se ller shall add up to a thirty-five percent (35%) surcharge to the freight charges. Seller will have the right, at its election, to make partial shipments of the Products and to invoi ce each shipment separately. Seller re serves the right to stop delivery of any Product in transit and to withhold shipments in whole or in part if Buyer fails to make any payment to Seller when due or otherwise fails to perform it s obligations hereunder or under any other outstanding payment obligations of Buyer to Seller, whether related to the Documentation or otherwise.
Buyer and Seller agree to the delivery schedule as mutually agreed to in writing , which is incorporated herein by reference. Changes to the d elivery schedule will only be permitted upon mutual agreement between Buyer and Seller; provided that no changes will be permitted after commencement of fabrication. Notwithstanding any provision to the contrary, delivery requirements not reflected in the delivery schedule shall not be subject to liquidated damages. Buyer shall accept delivery of equipment according to the delivery schedule. If for any reason Buyer cannot accept delivery in accordance with the delivery schedule, Buyer shall pay Seller for storage fees incurred by Seller at a rate of fifty dollars ( $50) per day for up to 45 days. If for any reason Buyer cannot accept delivery of equipment within 45 days of the date reflected in the d elivery schedule, Seller will arrange, at Buyer’s expense, to transport the equipment to the location of Buyer’s choice (the “Storage Location”). All transportation and additional storage costs related to delayed delivery acceptance shall be paid by Buyer. Risk of loss shall transfer from Seller to Buyer upon delivery of the equipment to the Storage Location if it hasn’t already pursuant to section 6 below . For the avoidance of doubt, the parties agree that all liability for such equipment shall transfer to Buyer on or before delivery to the Storage Location and any damage in curred thereafter, including without limitation damage incurred as a result of storage or further transp ortation, shall be for the account of Buyer.
6) TITLE AND RISK OF LOSS. Notwithstanding the trade terms indicated above and subje ct to Seller ’s right t o stop delivery of any Produ cts in transit pursuant to Section 5 above, title to and risk of loss of the Products will pass to Buyer upon delivery of the Products by Seller to the carrier at Seller ’s point of s hipment; provided, however, that title to any software incorporated within or forming a part of the System shall at all times remain with Seller or th e licensor(s) thereof, as the case may be.
Notwithstanding the foregoing or the provisions of the U niform Commercial Code or Incoterms® 2020, if Buyer is located outside of the United States of America, title to the Products, and all accessions to or products of the Products, shall remain with Seller until the later of (a) payment in full of the purchase price and of other amounts owing by Buyer and (b) delivery to Buyer.
7) AVAILABILITY: Shipment dates (and delivery and installation dates, if included in the scope of work) are not guaranteed, and Seller will not be liable for any loss or damage resulting from any delay in delivery o r failure to deliver w hich is due to any cau se beyond Seller ’s reasonable control. In the event of a delay due to any cause beyond Seller’s reasonable control, Seller reserves the right to reschedule the shipment within a reasonable period of time, and Buy er will not be entitled to refuse delivery
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Revised August 30, 2021 Page 2 of 4
or otherwise be relieved of any obligations as the result of such delay. If any delivery is delayed for more than thirty (30) days beyond the originally scheduled delivery date and such delay is caused by Buyer, B uyer will be subject t o storage charges from the scheduled shipment date of two per cent (2%) of the sale price per mon th; and such storage charge shall be due monthly on the first day of each month. Storage by Seller shall be at Buyer’s risk and expense.
8) SERVICES:
(a) All orders which include services (including installation supervision, startup, training, testing, etc.) as stated in the Documentation will require the completion of the Pre- Visit Checklist and Service Request Form prior to scheduling the visit. If there are delays, cancellations, or failures by Buyer to meet service personnel at designated times, then fees will be assessed to the customer at Seller’s then-applicable per hour rate for each hour of delay for each person. For domestic or international travel, additional fees will apply.
(b) Buyer shall make the premises, where services are to be performed (the “P remises”), available to Seller at all reasonable times as Seller may request, such that Seller shall be able to perform the services in a timely manner. Buyer shall bear all risk and liability associated with its inability to make the Premises available to Seller to perform the services. Prior to the commencement of services, Buyer shall ensure that the Premises are in good repair an d in safe condition, and shall notify Seller of any dangerous, unsafe or hazardous conditions associated with the Premises, su ch that Seller can take the appropriate safeguards. Prior to the commencement of any work, Buyer shall notify Seller of any special workplace requirements, safety standards, operating procedures or other conditions imposed on persons performing work at the Premises.
(c) Any spent activated carbon covered by this Agreement will be subjected to reactivation acceptance testing by Selle r as described in Sell er’s Guidelines for Return for Reactivation of Granular Activated Carbon, which Seller may update from time to time in its sole discretion. Buyer will provide any information required by Seller relative to evaluating carbon acceptance . Seller reserves the right to reject any and all activated carbon if, in its judgm ent, it is unsuitable for reactivation. Fur ther, Seller will periodically retest the spent activated carbon to assure it remains acceptable for reactivation and that it does not contain constituents that were not in the carbon acceptance sample and/or Adsorbat e Profile Document. Seller reserves the right to apply a surcharge for reactivation of spent carbon with quality that creates excessive corrosion, slagging, exothermic reactions, or other operational problems including lower furnace operating rates. If the spent activated carbon becomes unacceptable for reactivation, disposal of the carbon will be the responsibility of Buyer. Seller reserves the right to reactivate the spent carbon at any of its reactivation facilities where carbon acceptance exists.
9) PERMITS, LICENSES AND FEES: Buyer shall be responsible, at its sole expense, for all environmental permits, applications, regulatory approvals, and other permits or licenses that may be required for installation and/or operation of the Products.
10) CHANGES: Any changes requested by Buyer after signing the Documentation will be separately designed and priced by Seller. No change will be made without receipt of a written change order accepted in writing by Seller.
11) CANCELLATION; TERMINATION:
(a) In the event that Buyer cancels its order prior to approving the design drawings submitted by Seller, Buyer shall pay to Seller as liquidated damages ten percent (10%) of the total purchase price of the Products, in addition to any progress payments invoiced. Following the acceptance of the design draw ings by Buyer, Buyer shall not be permitted to cancel its order without Seller ’s written consent, and then only upon payment of Se ller’s cancellation charges which shall be equal to Seller’s direct costs of goods sold, plus direct labor costs and fixed charges relating to the design and manufacturing of the Products, plus ten percent (10%) of the total purchase price as liquidated damages.
(b) Seller may cancel this Agreement if any of the fol lowing occurs: (i ) Buyer becomes insolvent; ( ii) Buyer ceases t o conduct its operations in the normal course of business; (iii) Buyer is unable to meet its obligation s as they mature, or admit in writing such inabil ity or fails to provide adequate assurance s of its ability to perform its obligations hereunder; (iv) Buyer files a voluntary petition in bankruptcy; (v) Buyer suffers the filing of an involuntary petition in bankruptcy and the same i s not dismissed within thirty (30) days after fi ling; (vi) a receiver, custodian or trustee is appointed for Buyer or for a su bstantial part of its property; ( vii) Buyer fails to make payment on the terms and within the time specified in this Agreement, or breaches any other obligations under this Agreement; or (viii) Buyer executes an assignment for the benefit of its creditors. In the event of such cancellation, Seller shall have all rights and remedies set forth in the Uniform Commercial Code of any applicable jurisdiction and all other remedies available at law or in equity. Sections 2, 11, 12, 13, 15, 16, 17, 19, 20 and 21 shall survive termination or expiration of this Agreement.
12) LI
MITED WARRANTIES:
(a) Unless otherwise specifically provided for in the Documentation, Seller warrants that the (i) System shall be free from defects in material and workmanship, and shall be manufactured in accordance with the specifications agreed to in writing by the parties in the Documentation or any subsequent written change order, for a period of twelve (12) months from startup or eighteen (18) months from the date of shipment, whichever is earlier, (ii) any Goods delivered hereunder shall, at the time of delivery, conform to the specifications agreed to in writin g by the parties in the Documentation or any subsequent written change order, and (iii) any services provided for hereunder shall be performed in a workman-like manner, and in accordance with industry standards. Corrosion or other chemical action is specifically excluded as a defect covered hereunder.
(b) Seller agrees during the respe ctive warranty periods specified above, to repair or replace, at Seller ’s option, defective Products so as to cause the same to comply materially with the agreed to specific ations, and to provide corrective services so as to cause such services to be perfo rmed in accordance with the terms hereof; p rovided that Buyer shall promptly notify Seller in writing upon the discovery of any defect, which notice shall include the produc t model and s erial number (if applicable) and details of the wa rranty claim; and af ter Seller’s review, Seller will provide Bu yer with service data and/or a Return Material Authorization, which may include biohazard decontamination procedures and other product-specific handling instructions. Then, if applicable, Buyer may return the defective Products to Seller with all costs prepaid by Buyer. Replacement parts may be new or refurbished, at the election of Seller. All replaced parts shall become the propert y of Seller. Shipment to Buyer of repaired or replacement Products shall be made in accordance with the delivery provisions of these Terms and Conditions, freight charged to Seller. Any Goods removed in connection with such replacement may be reactivated or disposed of at Seller’s sole discretion.
(c) In no event sha ll Seller have any o bligation to make repairs, replacements or corrections required, in whole or in part, as the result of (i) normal wear and tear , (ii) accident, disaster or event of f orce majeure, (iii) misuse, f ault or negligence of or by Buyer, (iv) u se of the Products i n a m anner for which they were not designed , (v) external causes such as, but not limited to, power failure or electrical power surges, (vi) improper storage and handling of the Products, or (vii) use of the Products in combination with equipment or software not supplied by Seller. If Seller determines that Products for which Buyer has requested warranty services are not covered by the warranty hereunder, Buyer shall pay or r eimburse Seller for all costs of investigating and responding t o such request at Seller’s then prevailing time and materials r ates. If Seller provides repair services or replacement parts that are not covered by this warranty, Buyer shall pay Seller therefor at Seller ’s then prevailing time and materials rates.
ANY INSTALLATION, MAINTENANCE, REPAIR, SERVICE, RELOCATION OR ALTERATION TO OR OF, OR OTHER TAMPERING WITH, THE PRODUCTS PERFORMED BY ANY PERSON OR ENTITY OTHER THAN SELLER WITHOUT SELLER’S PRIOR WRITTEN APPROVAL, OR ANY USE OF REPLACEMENT PARTS NOT SUPPLIED BY SELLER, SHALL IMMEDIATELY VOID AND CANCEL ALL WARRANTIES WITH RESPECT TO THE AFFECTED PRODUCTS.
(d) Notwithstanding the foregoing, Products supplied by Seller that are obtained by Seller from an original manufacturer or third party supplier are not warranted by Seller, but Seller agrees to assign to Buyer any warranty rights that Seller may have from the original manufacturer or third party supplier, to the extent such assignment is allowed by such original manufacturer or third party supplier.
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(e) THE OBLIGATIONS CREATED BY THIS WARRANTY TO REPAIR OR REPLACE DEFECTIVE GOODS OR SYSTEMS OR TO PROVIDE CORRECTIVE SERVICES SHALL BE THE SOLE REMEDY OF BUYER IN THE EVENT OF DEFECTIVE PRODUCTS. THERE ARE NO WARRANTIES MADE WITH REGARD TO THE PRODUCTS OTHER THAN T HOSE CONTAINED IN THIS SECTION. ALL OTHER WARRANTIES, EITHER EXPRESS OR IMPLIED, ARE HEREBY
DISCLAIMED, INCLUDING, WITHOUT LIMITATION, THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTI CULAR PURPOSE AND ALL WARRANTIES ARISING FROM COURSE OF DEALING OR USAGE OF TRADE.
(f) This warranty does not cover any char ges for replacement of parts, adjustments or repairs, or any other work unless such charges shall be assumed or authorized in advance in writing by the Seller.
(g) The sale of any Products pursuant to this Agreement does not include any license, express or implied, to practice any intellectual property owned or licensed by any third party. Buyer agrees not to use the Products for any patented use not set forth expressly in this Agreement, absent a separate license from the holder of such patent.
Additionally, Buyer agrees not to resell or sublicense the use of Products for any use not expressly granted hereunder. Any warranty obligations do not apply to any specific use of the Products, application of the Products , modification of the Products, or combinat ion of the Products with an y product manufactured by any third party. Seller, except as noted herein, does not and will not warra nt, indemnify, or in any other way share responsibility for Buyer’s use, applicatio n, modification, or combination of the Products.
13) LIMITATION OF LIABILITY: Notwithstanding any provision to the contrary herein, exce pt with respect to a breach of the c onfidentiality obligations set forth in Section 16 hereof, the parties hereto agree that in no event shall either party be liable to the other party for any indirect, special, consequential, incidental or punitive damages, or lost profits, as a result of a breach of any provision of this Agreement or for any other claim of any kind arising ou t of or relating to this Agreement, w hether in contract, in tort or otherwise. Notwithstanding any provision to the contrary herein, for all losses, damages, liabilities or expenses (including attorney’s fees and costs), whether for indemnity or negli gence, including errors, omissions or othe r acts, or willful misconduct, or based in contract, warranty (including any costs and fees for repairing, replacing or re-performing services or curing a breach hereof), or for any other cause of action (individually, a "Claim"; collectively, "Claims"), Seller’s liability, including the liability of its insurers, employees, agents, directors, and officers and all other persons for whom Seller is legally r esponsible, shall not, to the maximum extent permitted by law , exceed in the cumula tive aggregate with respect to all Claims arising out of or related to this Agreement, the lesser of (a) th e total amount of compensation paid to Selle r hereunder, and (b) O ne Million Dolla rs ($1,000,000). All Claims of whatsoever nature shall be deemed wa ived unless made in w riting within ninety (90) days of the occurrence giving rise to the Claim . Moreover, any failure of Buyer to notify Seller of unsa tisfactory operation or any improper o r unauthorized installation, maintenance, use , repair, adjustment or attempts to operate the System outside of the design limits shall relieve Seller of any further responsibilities hereunder.
14) FORCE MAJEURE: Notwithstanding any provision to the contra ry herein, Seller shall have no liability to Buyer or its affiliates, and shall have th e right to suspend performance (including, without limitation, shipments) hereunder, in the event of war, riot, terrorism, accident, explosion, sabotage, flood, acts of God, fire, court order, strike, labor disturbance, work stoppage, national defense requirements, act of governmental authority, pandemic, epidemic, extraordinary failure of equipment or apparatus, inability to obtain e lectricity or other ty pe of energy, ra w material, labor, equipment or transportatio n, or other causes beyond Seller’s reasonable control. It is understood and agreed that settlement of strikes, lockouts and other labor disputes shal l be entirely within the discretion of Seller and that nothing in this Agreement shall require the settlement of strikes, lockouts and labor disputes when such course is inadvisable in the sole discretion of Seller.
15) EXPORT CONTROLS: Buyer acknowledges that the Products and related technology are subject to U.S. export control and economic sanctions laws and regulations, which m ay include the Inter national Traffic in Arms Regulations (ITAR), the Export Administration Regulations (EAR) and regulations promulgated by the U.S.
Department of the Treasu ry Office of Foreign Assets Control (OFAC). Buyer further acknowledges that the re -export of the Produc ts and/or related technology to a third country or retransfer to an unapproved end user may require a license or other authorization from the Government of the United States. Such licenses or other authorizations may impose further rest rictions on the re -export or retransfer of the Products and/or related technology. U.S. law also restricts the re -export or retransfer of U.S. -origin goods, technology, or s ervices to countries or persons subject to U.S. sanctions or embar goes. Buyer represents and warrants t hat it is in compliance with and agrees to comply with all such applicable export control and economic sanc tions laws and regulations. It is the sole res ponsibility of Buyer to apply for and obtain any necessary licenses or other author izations prior to any re-export or retransfer of the Products and/or related technology. Seller makes no warranty that any such licenses or other authorizations will be granted, and shall have no liability for Buyer’s inability to obt ain such licenses or other authorization or for any violation by Buyer of any applicable export control and/or economic sanctions laws and regulation s. Buyer will indemnify Seller and hold it harmless from any liability resulting from Buyer’s violation of this provision or appl icable export laws o r regulations. Notwithstanding any other provision in this Agreement, Seller shall have the right to termin ate this Agreement immediately upon the determination by Seller, in Seller’s sole discretion, that Buyer ha s breached, intends to breach, or insists upon breaching any of the provisions in the above clauses.
16)
CONFIDENTIALITY: Other than in the performance of the terms of th is Agreement, neither Buyer nor its agents, employees, or subcontractors shall use or disclose to any perso n or entity any conf idential information of Seller (whether written, oral, electronic or other form) that is obtained or otherw ise prepared or discover ed in connection with this Agreement. Buyer agrees that all pricing, discounts, des ign drawings and techn ical information that Seller provides to Buyer are the confidential and proprietary information of Seller, whether or not otherwise identified as such. The obligations under this section continue perpetually and survive the terminatio n or expiration of any underlying agreement between the parties. The provisions of this section relating to use and disclosure shall not apply to any information that: (a) is or becomes generally available to the public other than as a result of a disclosu re by Buyer under this Agreement; (b) becomes available to Buyer from a source other than Seller without breach of any obligation of confidentiality; (c) was independently d eveloped by Buyer with out violation of Seller’s rights and without reference to the confidential information, as evidenced by written records, maintained in the ordinary course of business by Buyer; (d) is used or disclosed with the prior written approval of Seller; (e) is info rmation previously known to Buyer as evidenced by written rec ords maintained by Buyer in the ordinary c ourse of business, and not otherwise subject to any confidentiality restrictions; or (f) Buyer becomes legally compelled (by oral q uestions, interrogatories, requests for information or documents, subpoenas, investigative demands or similar process) to disclose. The burden of proof that the information resides within one of the exceptions set forth above shall be on Buyer. If Buyer becomes legally compelled (by oral quest ions, interrogatories, requests for informati on or documents, subpoenas, investigative demands or similar process) to disclose any of the confidential information, Buyer shall provide Seller with prompt written notice so that Seller may see k a protective order or other appropriate remedy or waive com pliance with the provisions of this Agreement. If such protective order or other remedy is not obtained, or if Seller waives compliance with the provisions of this Agreement , Buyer shall furnish only that portion of the confidential information which Buyer is legally required to disclose and shall exercise its reasonable efforts to obtain reliable assurance that confidential treatment shall be accorded the confidential inform ation. Buyer shall not undertake any q ualitative or quantitative analysis, reverse engin eering or replication of any of Seller’s products, samples or prototypes without Seller’s specific written authorization.
17) SECURITY INTEREST: Buyer hereby grants Se ller a security intere st in the System and the Goods to secure the payment of the p urchase price, and sha ll not sell, lease, transfer or encumber the Products and will keep the Products free from any and all liens and security inter ests until Seller has been paid in full. Buyer shall execute any and all documents reasonably requested by Seller to protect such security interests.
18) MANAGEMENT OF CHANGE: Seller is constantly striving to improve its products and capabilities and to provide the best product to its customers. Seller may from time to time develo p product improvements or alte rations with respect t o the Products hereunder (the “Product Improvements”), and Seller may implement such Product Improvements without notice to Buyer so long as the performance of the Products will not be materially diminished, as determined in Seller’s sole discretion, and so long as Seller has not separately agreed in writing to provide such notification to Buyer. In the event that Seller has agreed in writing to provide notice of Product Improvements to Buyer (the “Notice”), then Seller shall provide such Notice in accordance with the terms set forth in the separate writing.
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Revised August 30, 2021 Page 4 of 4
19) APPLICABLE LAW AND JURISDICTION: This Agreement shall be governed by , construed and enforced in accordance with the laws of the Co mmonwealth of Pennsylvania, without regard to its conflict of law p rinciples. The UN Co nvention on Contracts for the International Sale of Goods shall not apply to the transaction (s) represented hereby. The parties con sent and submit to the exclusive jurisdiction and service of process of any state o r fed eral court locate d in Allegheny Count y, Pennsylvania.
20) MISCELLANEOUS:
(a) Neither party may assign this Agreement, including without limit ation any of its rights or obligations hereunde r, without the express written consent of the other party hereto; provided that Seller may, without Buyer’s consent assign this Agreement, including without limitation any of its rights or obligations hereunder, to any of its parents, subsidiaries or affiliates or to any third party which merges with Seller or acqui res all or substantiall y all of its busine ss and assets or a substantial part of its assets or business relating to the Products. Seller may use subcontractors to fulfill its obligations pursuant to this Agreement.
(b) In the event of any legal proceeding between Seller and Buyer relating to this Agreement, neither party may claim the right to a trial by jury, and both parties waive any right they may have under applicable law or otherwise to a trial by jury.
(c) In the event that any one or more provis ions (or portions ther eof) contained herei n shall be held by a court of competent jurisdiction to be invalid, illegal or unenforceable in any respect, the validity, legality and enforceability of the remaining provisions (or portions thereof) contained herein shall remain in full force and effect, unless the revision materially changes the bargain.
(d) Seller’s failure to enforce, or Seller ’s waiver of a breach of, any prov ision contained in th is Agreement shall not constitute a waiver of any other breach or of such provision.
(e) Seller reserves the right to correct clerical, arithmetical, or stenographic errors or omissions in this Agreement, invoices or other documents.
(f) Any notice or communication required or permitted hereunder shall be in writing and shall be deemed received when personally delivered or three (3) business days after being sent by certified mail, postage prepaid, to a party at the address specified in this Agreement, or at such other address as either party may from time to time designate in writing to the other.
(g) Buyer agrees that it will not use Seller ’s name(s), logo(s) or mark(s) in any public communication or pres s release, or for any oth er marketing or promotional purpose, without Seller’s prior written consent.
(h) Terms used in this Agreement which are not defined herein and which are defined by the Uniform Commercial Code of the Commonwealth of Pennsylvania shall have the meanings contained therein.
21) ENTIRE AGREEMENT: With respect to t he subject matter hereof, this Agreement constitutes the complete and exclusive statement of the contract between Seller and Buyer. No waiver, consent, modification, amendment or change of the t erms contained in this Agreement shall be binding unless made in writing and signed by S eller and Buyer. Seller’s failure to objec t to terms contained in any subsequent communication from Buyer (whether in a purchase order or other communication) will not be a waiver or modification of the terms set forth herein.
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1.800.4Carbon | calgoncarbon.com
© Copyright 2024 Calgon Carbon Corporation. All Rights Reserved.
Carbon Adsorption System
AQUAKNIGHT
TM
GC 12-40
An NSF-certified (National Sanitation Foundation)
drinking water treatment system is crucial. When you
seek to procure an NSF system, you can either purchase
a pre-formulated NSF system or assemble a custom
system with individual components. Calgon Carbon’s
AquaKnight Gold Certified (GC) System leverages our
four decades of expertise in designing top-tier equipment, providing a certified system that helps to minimize costs, ensure reliable performance, and reduce lead times.
If customization is necessary, we also offer tailored
solutions.
THE AQUAKNIGHT SYSTEM
The AquaKnight Gold Certified (GC) 12-40 series of
adsorption systems are the gold standard and designed
with the highest level of drinking water purification and safety in mind. Each system incorporates two pressure
vessels along with a compact pipe rack engineered to
minimize space and cost while allowing for maximum
operational flexibility. Each system is formulated and
certified to meet National Sanitation Foundation 61
(NSF-61) drinking water standards.
In addition, AquaKnight also has another offering,
which is the Custom Certified or CC. The AquaKnight
CC 12-40 series of pressure vessels provides
customizable options to the standard system design
while still meeting NSF-61 criteria through certification of all individual components that are in direct contact with the process water being treated. Both the
AquaKnight GC and CC [12-40] options offer the
superior Calgon Carbon design; one in a pre-engineered, top quality package system, the other a more customizable alternative to allow for potential design preferences.
PRODUCT DESCRIPTION
The AquaKnight adsorption is system designed for the
removal of dissolved organic compounds from water
or other liquids using granular activated carbon (GAC)
or resin. The modular design concept allows for selection of options or alternate materials to best meet the
requirements of the site and treatment application.
Each system incorporates two adsorber pressure vessels
with a compact pipe rack engineered to minimize space,
cost, and field assembly while allowing for operational flexibility. The engineering package can be provided
expeditiously and the system is quality-controlled
through Calgon Carbon’s in-house production and
testing processes.
The process piping network for the AquaKnight system
offers operation of the two adsorbers in parallel or
two-stage series flow, with either adsorber in the lead position. The piping can isolate either adsorber for carbon exchange or backwash operations while maintaining flow
through the other adsorber. Furthermore, the Calgon
Carbon Adsorbers
Carbon steel ASME code stamped pressure vessels
NSF internal lining for potable water & durable GAC/IX applications Standardized with internal cone underdrain design
Underdrain septa located one per every square foot
Standard Adsorption System Piping
Schedule 40 carbon steel piping with cast iron fittings Cast iron butterfly valves in process piping
Polypropylene lined steel pipe for carbon discharge pipe Full bore stainless steel ball valves for carbon fill and discharge piping Pressure gauges measure pressure drop across system & each adsorber Rupture discs open to each vessel for emergency pressure relief Pressure differential switch
In-bed water sample collection probes
System External Coating
High solids epoxy paint system with polyurethane top coat Typical System Options
Air release valve
System skid sold separately upon request
Instrumentation
Automation
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1.800.4Carbon | calgoncarbon.com
© Copyright 2024 Calgon Carbon Corporation. All Rights Reserved.
Carbon internal cone underdrain design provides for
efficient use of the carbon through uniform collection
of water at the bottom of the bed, and even distribution of backwash water to minimize carbon bed disturbance.
Alternatively, an uneven bed expansion during backwash
initiation disrupts the mass transfer zone leading to
premature breakthrough, carbon attrition, longer
backwash durations, more backwash water and greater
amounts of fines and losses. The internal cone maximizes bed life efficiency while minimizing abrasion on the carbon and shortening backwash run times. The internal cone
underdrain also thoroughly removes spent carbon.
MEDIA EXCHANGE SERVICES
The AquaKnight system is designed for use with Calgon
Carbon’s closed loop carbon exchange service. Using
specially designed carbon transport trailers, the
spent carbon can be removed from the adsorber via
a pressurized carbon-water slurry, and fresh carbon
refilled in the same manner. This closed loop transfer
is accomplished without exposure of personnel to either spent or fresh carbon. The cone bottom design eliminates the need to open the vessel for further rinse-down. This closed loop process eliminates the need for disinfection, the potential for spills, and exposure to contaminants.
Calgon Carbon manages the disposal of the spent
carbon. It is typically returned to Calgon Carbon for
reactivation, avoiding the need for the site to arrange for disposal.
NSF CERTIFIED
Calgon Carbon’s AquaKnight equipment systems are
formulated to be certified to the requirements of
NSF 61 for use in municipal water treatment facilities.
Only products bearing NSF documentation are certified
to the NSF/ANSI/CAN 61 - Drinking Water System
Components - Health Effects standard.
SAFETY MESSAGE
Wet, activated carbon can deplete oxygen from air in
enclosed spaces. If use in an enclosed space is required, procedures for work in an oxygen deficient environment
should be followed.
Adsorber Vessel Diameter 12’ (3,660 mm)
Cross-Sectional Surface Area 113.1 sq. ft.
Process, Backwash, Drain/Vent 8”
Process Pipe Connection 125# ANSI flange
Utility Water Connection 3/4” hose connection
Utility Air Connection 3/4” hose connection
Carbon Hose Connection 4” Kamlock type
Backwash Connections 8” flange
Drain/Vent Connection 8” flange
Adsorber Maintenance Access 20” round flanged manway,
14” x 18” manway below cone
Adsorber Shipping Weight Single Vessel 31,000 lbs (14,100 kg) Total System Weight 69,000 lbs (31,400 kg) empty
System Operating Weight
filled with water 391,000 lbs (177,730 kg)
Dimensions and Field Conditions
Operating Conditions
Carbon per Adsorber 40,000 lbs (18,200 kg)
Pressure Rating 125 psig (862 kPa) @ 140°F
Pressure Relief Graphite rupture disk (125 psig)
Temperature Rating 140°F maximum (60°C)
Backwash Expansion
Capability
30% contained within the
straight side of the vessel w/
FIL TRASORB® GAC
Carbon Transfer Air pressure slurry transfer
Utility Air Requirement
for Media Transfer
100 scfm at 30 psig
(reduce to 15 psig for trailer)
Utility Water Requirement
for Media Transfer 100 gpm at 30 psig
Freeze Protection None provided; enclosure or
protection recommended
Carbon Adsorption System
AQUAKNIGHT GC 12-40
A
D
E
F
I J
G H C
K
A - 26’7” Overall Height
B - 31’6” Overall Length
C - 13’3 ” Overall Width
D - Sample Points
E - Carbon Outlet
F - Backwash Outlet
G - Influent
H - Effluent
I - Backwash Inlet
J - Out
K - Fill
14.J
1 L.G. Holdings, Inc.
DBA GJR Electric
C10-933676
7900 Limonite Ave. G-192, Jurupa Valley, CA. 92509
951-275-1735 [email protected] GJRELECTRIC.COM
Proposal
Date: October 14, 2024
To: RC Foster Corporation Job Location: City of Hemet
264 Corporate Terrace Circle Design Build Project for Corona, CA 92879 Wells 15 & 16 Treatment Plant 951-738-8211 CIP 5717
GJR Electric is registered with the Department of Industrial Relations for prevailing wage projects. Our registration number is 1000001873.
This bid is based on limited information and assumptions based on our best professional experience and knowledge. We have reviewed all documents and pictures provided.
GJR Electric will provide all labor and material to install a complete and fully functional electrical system based on the final design.
Please see the attached verbiage taken from the N2W Engineering Document provided. We have addressed the statements with our opinions and suggestions in red font.
It is our understanding that this proposal represents a basis for bid cost, and we will be given the opportunity to rebid the project after the final design has been completed and approved for construction.
We have done our best to include all aspects of existing equipment, new equipment and general industry practices we have been performing during our time in business.
This proposal excludes Electrical Engineering for design purposes.
We have included a budget number for Arc Flah and Coordination studies for Wells 15 & 16 as required by the National Electric Code.
14.J
2 We have included the following in our estimate for this project:
Well 15
1. 1 new Generator connection storm switch
2. 3 new circuit breakers for GAC lighting, GAC instruments and flowmeter 120-volt power
3. 1 new GAC treatment Control Panel
4. 1 new 20’ light pole with two LED fixtures
5. All exposed conduit to the new GAC vessel instruments
6. All exposed conduit to the 2 new Flowmeters
7. 1 new Lock Off Stop Switch for the well pump motor
8. 1 new 20’ light pole with two fixtures
9. 1 new Well 15 discharge 10” Magnetic Flow Meter
10. 1 new Treatment Compound PLC Control Panel
11. 1 new Treatment Plant discharge 10” Magnetic Flow Meter Well 16
1. A new grounding system for the new Well 16 Main electric service and MCC
2. 1 new 10’ x 12’ precast concrete transformer pad and slab box
3. 100’ of 5” PVC Sch. 40 conduit for the SCE primary
4. 200’ (2x50’) of 4” PVC Sch. 40 conduit for the SCE secondary
5. 1 new 480-volt, 1200-amp Meter main
6. 1 new 480-volt, 1200-amp MCC containing
1 new VFD for the well pump
1 new VDF for the Booster Pump
1 new transformer
1 new lighting panel
1 new empty section for new Control Panel
7. 1 new Generator connection storm switch
8. 1 new Lock Off Stop Switch for the well pump motor
9. 1 new Well 16 PLC control Panel installed in the new MCC
10. 1 new Well 16 discharge 10” Magnetic Flow Meter
PLC Control Panels include the following:
1. PLC Control Panels Includes the following:
2. PLC Control Panel Design and AutoCAD Drawings/Schematics
3. PLC Control Panel Submittals
4. PLC Control Panel Hardware purchasing
5. PLC Control Panel Fabrication
6. PLC Programming
7. OIT Programming
8. SCADA Programming
9. PLC Control Panel Factory Acceptance Test
10. On-Site PLC Control Panel Testing
11. On-Site Program Installation and Testing
14.J
3 GJR will install conduit, supports, conductors and terminations for the following equipment supplied and installed by others.
1. Well 15 GAC Vessel Instruments:
ZIT-2103 – PRV-2103
ZIT-2102 – PRV-2102
PT2111 – Pressure Transmitter
PT-2103 – Pressure Transmitter
ZIT-2203 – PRV-2203
ZIT-2202 – PRV-2202
PT-2212 – Pressure Transmitter
PT-2211 – Pressure Transmitter
PT-2203 – Pressure Transmitter
2. Well 16 existing Electrical Equipment
3. Well 16 Pump Motor
4. Well 16 Booster Pump Motor
Labor includes:
1. Installation of a complete grounding system
2. Installation of all underground electric conduits and conduit supports
3. Installation of all exposed conduit and conduit supports (except supports on pipeline supports for the treatment plant)
4. Installation and termination of all power, control and signal conductors Well 15 Equipment
5. Installation of 1 new Generator connection storm switch
6. Installation of 3 new circuit breakers for GAC lighting, GAC instruments and flowmeter 120-volt power
7. Installation of 1 new GAC treatment Control Panel
8. Installation of 1 new 20’ light pole with two LED fixtures
9. Installation of All exposed conduit to the new GAC vessel instruments
10. Installation of All exposed conduit to the 2 new Flowmeters
11. Installation of 1 new Lock Off Stop Switch for the well pump motor
12. Installation of 1 new 20’ light pole with two fixtures
13. Installation of 1 new Treatment Compound PLC Control Panel
14. 1 new Well 15 discharge 10” Magnetic Flow Meter – Installed by others
15. 1 new Treatment Plant discharge 10” Magnetic Flow Meter – Installed by others
14.J
4 Well 16 Equipment
16. Installation of a new grounding system for the new Well 16 Main electric service and MCC
17. Installation of 1 new 10’ x 12’ precast concrete transformer pad and slab box
18. Installation of 100’ of 5” PVC Sch. 40 conduit for the SCE primary
19. Installation of 200’ (2x50’) of 4” PVC Sch. 40 conduit for the SCE secondary
20. Installation of 1 new 480-volt, 1200-amp Meter main
21. Installation of 1 new 480-volt, 1200-amp MCC containing 1 new VFD for the well pump
1 new VFD for the Booster Pump
1 new transformer
1 new lighting panel
1 new empty section for new Control Panel
22. Installation of 1 new Generator connection storm switch
23. Installation of 1 new Lock Off Stop Switch for the well pump motor
24. 1 new Well 16 PLC control Panel installed in the new MCC
25. 1 new Well 16 discharge 10” Magnetic Flow Meter – Installed by others Materials include:
1. Well 15 Equipment listed on page 2
2. Well 16 Equipment listed on page 2
Well Rehabilitation
Well rehabilitation approach and scope to be provided by Dudek on 10/7/24.
ELECTRICAL SYSTEMS
Separate electrical services and motor control centers (MCC) currently exist at each of the well sites.
Well 15 currently utilizes an existing 400-amp 480 volt service connection to supply power to the local MCC. It appears the current electrical demand consists of the existing well pump with VFD, site lighting, and a local sodium hypochlorite injection system. As additional power demand of the treatment system, site lighting, and instrumentation and control panels is anticipated to be a relatively low demand, it is assumed that the current service and MCC will be sufficient for the future design and a new service will not be required. Power to the new treatment system control panel will be provided through a new breaker installed within a spare bucket of the existing MCC. The new Treatment Plant equipment listed in the above paragraph can be powered from 3 new 20-amp circuit breakers installed in the existing lighting panel.
14.J
5 Well 16 was originally provided with a 480-volt electrical service to provide power the Well 16 pump motor. However, the subsequent installation of an onsite booster pump to supply sufficient water pressure between the Eastern Municipal Water District system interconnection and the City’s potable water system utilized this existing service when the well was decommissioned. As such, a new electrical service is proposed to provide the Well 16 pump with power. This new service will be provided with a separate MCC for the existing or new well pump motor and a new control panel to monitor well production, pressure, and alarms, and transmit this information through the District’s SCADA system. Onsite facilities including above ground appurtenance and site lighting will be limited to avoid potential impacts the adjacent housing development. We have included a new 480-volt, 800-amp Meter Main for the new service and a new 480-volt, 800-amp MCC with a new VFD for the new well pump motor and a new 400-amp circuit breaker to power the existing electrical equipment. Most likely SCE will not allow two separate meters at one property address. We have included materials list above to accommodate a new service, subject to change after a final SCE service plan is delivered.
Instrumentation at each of the wells is anticipated to include:
Well discharge pressure – this is being addressed and supplied Discharge rate and with a continuous totalizer through a dedicated magnetic flowmeter – this is being addressed and supplied
Well pump hand, off, auto monitoring with pump run and alarm status – this is being addressed and supplied
In addition to this standard well instrumentation, an additional magnetic flowmeter and pressure transducer will be included on the treated water discharge piping to monitor treated water production and pressure into the distribution system. All instrumentation is anticipated to be monitored through SCADA and remote control of well pumps and the disinfection system is anticipated to be a part of the design. This is being addressed and supplied
A temporary generator connection, Stormswitch or similar, will be provided at each of the sites to facilitate connection of a temporary generator during sustained power outages. Coordination will be made between the design team and the City to ensure the proposed connections are compatible with the City’s existing generator fleet. This is being addressed and supplied
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6 GJR Electric Excludes:
1. Testing of equipment supplied by others.
2. Replacement of existing concrete, asphalt and landscape removed for construction.
3. Saw cutting.
4. Asphalt.
5. Concrete coring.
6. Above ground concrete. Including housekeeping pads and light pole Foundations.
7. All formed duct bank concrete.
8. Dry packing instrument support stands.
9. Rebar. Including electrical duct banks.
10. Painting.
11. Bollards.
12. Permits.
13. Utility fees.
14. Bonds. Our bond rate is 2%
15. Temp power & Temp Lighting.
16. Site Security.
17. Removal of job related debris.
18. Trench shoring and plating.
19. All electrical duct bank trench excavations, backfill and compaction.
Approximate trench dimensions:
All work will be performed in a craftsman like, timely manner and guaranteed for 1 year after work in completed.
This Price is guaranteed for 90 days.
Terms of this proposal and all subsequent contracts must be acceptable to all parties involved.
The bid proposal of GJR Electric must be included in the contract.
All billings are to be based on standard monthly percentage draws and agreed upon statement of values.
Terms are to be 90 days.
Thank you for the opportunity to bid on your project.
Respectfully
Greg Rhodes
14.J
1640 Pellisier, Colton, CA. 92324
Telephone: 951-684-1952 Fax: 951-684-3852 Email: [email protected] Contractor No. C-57, 826672
“Our Goal is in Our Name”
October 18, 2024
General Contractors – Scope Letter
RE: City of Hemet – Water Wells 15 & 16
Best Drilling and Pump, Inc. is a Non-Union, licensed C-57 water well and pump contractor License #82667 DIR Registration #1000001067. Best Drilling and Pump, Inc. Cannot Sign or Agree with any Project Labor Agreement. Assume monthly project invoices and 45-day payment terms.
Pricing below includes prevailing wages, tax and deliveries.
We are pleased to provide the following sub-bid for the bid items listed below. Pricing is provided for the complete scope as described below. No substitutions or deletions of the scope or bid item pricing detailed below shall be assumed. Please review attached Comments and Exceptions. Add 1.15% if bonds are required.
Project reference is bid to the information detailed in SECTION V PROJECT DESCRIPTION AND SCOPE OF WORK provided with the bid’s REQUEST FOR PROPOSAL.
Scope of Services No. 18: Perform rehabilitation of both Wells 15 and 16 • Pull and assess pumps
• Perform video survey to determine appropriate well cleaning method • Electromagnetic tool survey to determine casing integrity • Brush and bail each well for 8 hours
• Disinfection
• Optional Task related to the well rehabs shall include:
• Replace 3” seamless oil tube
• Replace 1-11/16” shaft
• Replace 10” column pipe
• Replace pump and stainless-steel cone strainer
14.J
1640 Pellisier, Colton, CA. 92324
Telephone: 951-684-1952 Fax: 951-684-3852 Email: [email protected] Contractor No. C-57, 826672
Comments and Exceptions
• Engineering and hydrogeological services by others (if required) • If required, additional well rehabilitation procedures and services will be estimated upon review of video surveys and electromagnetic logs of the existing wells and/or further direction by Project Engineer / Hydrogeologist
• All other work not explicitly detailed above by others. • Scope does not include travel or lodging expenses of any kind for additional work (if required).
• Quote does not include Field Vibration Testing.
• Quote does not include any special level sensors, gauges, hoses, anchor bolts, controls, VFD, or anything not included in the attached scope of supply. • Quote does not include maintenance bond or supply bond. • Plumbing and electrical by others; Best Drilling and Pump, Inc.’s work will end at the discharge head flange and motor junction box.
• Standard submittal package will be supplied (7 -8) weeks after order. • Pump shipment at the time of bid is estimated at (12 - 14) weeks following written release to manufacturer.
• The General Contractor is responsible for all site security, final disinfection, fluid discharge location and permits including NPDES permit.
• Bacterial testing and Title 22 water quality sampling by others. • Best Drilling and Pump, Inc. does not assume liability for pump/motor suppliers delays in manufacturing, testing or deliveries. Best Drilling and Pump, Inc. is not responsible for labor or rig costs associated with replacement of manufacturer’s equipment failures or warranty replacement.
• Goulds/Xylem current delivery lead-times are forecasted estimates only due to the outbreak of the COVID-19 virus pandemic and its global effects on commerce, supply chain, and logistics. Goulds/Xylem will, however, use all commercially reasonable efforts to minimize any delivery delay impacts.
14.J
PERFORMANCE CURVE
Quote ID: 3301-241008-006:0:1 QTY: 1
DWT-BAT 13CHC, 4 Stages
E-WATER SOLUTIONS REDLANDS
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project City of Hemet Wells 15 & 16
Tag
PO Number
Serial Number
Curve & hydraulic data presented is nominal performance based on ANSI/HI 14.6 acceptance grade 2B.
Design values are guaranteed within the following tolerances: Flow ± 8%, Head ± 5%, and optionally either Power + 8% or Efficiency - 5% at manufacturer’s discretion.
Specified Flow 1500.00 USgpm
Specified TDH 277.00 ft
Rated Speed 1770 RPM
Atmospheric Pressure 14.70 psi
NPSHa at Grade 34.0 ft
NPSHa at 1st Impeller 37.4 ft
Fluid Water
Fluid Temperature 68.0 °F
Specific Gravity 1.0000
Viscosity 1.0017 cP
Vapor Pressure 0.3393 psi
Density 62 lbs/ft³
Design Flow 1500.0 USgpm
Min Flow (MCSF) 314.0 USgpm
Design TDH (Bowl) 283.0 ft
Design TDH (Disch Flange) 282.5 ft
Design Pressure (Bowl) 122.5 psi
Design Pressure (Disch Flange) 122.3 psi
Shut Off TDH (Bowl) 397.0 ft
Shut Off TDH (Disch Flange) 397.0 ft
Shut Off Pressure (Bowl) 171.9 psi
Shut Off Pressure (Disch Flange) 171.9 psi
Run Out Flow 1742.0 USgpm
Run Out TDH (Bowl) 225.0 ft
Run Out TDH (Disch Flange) 224.3 ft
Run Out Pressure (Bowl) 97.4 psi
Run Out Pressure (Disch Flange) 97.1 psi
Bowl Efficiency at Design 81.50 %
Best Efficiency 83.10 %
BEP Flow 1255.0 USgpm
Design Flow % BEP 119.52 %
Pump Efficiency 81.12 %
Friction Loss at Design 0.50 ft
Power at Design 131.0 Hp
NOL Power 137.0 Hp
Max Power (NOL) Flow 1742.0 USgpm
Recommended Power 150.00 Hp
Driver Size Criteria NOL Power Across
Design Curve
Allow Service Factor No
kWh per 1000 gal 0.00000
NPSHr at Design 17.2 ft
NPSH Margin at Design 20.2 ft
Min Submergence at Design 32.14 in
Actual Submergence 60.40 in
Thrust K-Factor 9.5 lbpft
Thrust at Design 2830.3 lb
Thrust at Shut Off 3915.3 lb
Thrust at Run Out 2273.3 lb
Bowl Material Cast Iron with Glass
Enamel
Bowl Material Derate Factor 1.00
Impeller Material Bronze
Impeller Matl Derate Factor 1.00
Total Flow Derate Factor 1.00
Total Head Derate Factor 1.00
Total Efficiency Derate Factor 1.00
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OUTLINE DRAWING
Quote ID: 3301-241008-006:0:1 QTY: 1
DWT-BAT 13CHC, 4 Stages
E-WATER SOLUTIONS REDLANDS
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project City of Hemet Wells 15 & 16
Tag
PO Number
Serial Number
DIMENSIONS
COL [Column Diameter] 10.00 in
MIN SUB [Minimum Submergence] 32.14 in
LB [Length to Bottom] 1.00 in
MAX [Max Assembly OD] 12.38 in
BL [Bowl Assembly Length] 61.40 in
L [Shaft Turndown Size] 1.69 in
M [Threads Per Inch] 10
SU [Shaft Stickup] 14.00 in
SUT [Tube Stickup] 6.00 in
**TUBE [RH/LH]** 3.00 in
Suction Bowl Size 10"
PUMP DATA
Column Diameter 10 in [254 mm]
Lineshaft Diameter 1 11/16 in [42.9
mm]
Specified Flow 1500.00 USgpm
Specified TDH 277.00 ft
Motor Manufacturer
Driver Type Vertical Hollow
Shaft Motor
Motor Speed 1770 RPM
WEIGHTS
Total Bowl Weight 830 lbs
Total Weight 830 lbs
NOTES
1 Total Pump Length ± 1.0 inch.
2 Tolerance on all dimensions is .12 or ± .12
inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless
otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about
vertical centerline for details refer to driver
dimension drawing.
7 Refer to product IOM for impeller setting
requirements.
8 This assembly has been designed so that
its natural frequency responses avoid the
specific operating speeds by an adequate
safety margin. The design has assumed
the foundation to be rigid.
14.J
CROSS SECTION DRAWING
Quote ID: 3301-241008-006:0:1 QTY: 1
DWT-BAT 13CHC, 4 Stages
E-WATER SOLUTIONS REDLANDS
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project City of Hemet Wells 15 & 16
Tag
PO Number
Serial Number
BILL OF MATERIALS
ITEM PART NAME CODE MATERIAL ASTM#
Bowl Assembly
660 Bowlshaft 2227 SST 416 A582 S41600
661 Bowl - Discharge 1003 Cast Iron CL 30 A48 CLASS 30B 664 Bearing - Discharge Bowl 1618 Bismuth Bronze B584 Modified 668 Bearing - Tube Adapter 1618 Bismuth Bronze B584 Modified 670 Bowl - Intermediate 6911 Cast Iron CL 30 Enamel A48 672 Bearing - Intermediate Bowl 1618 Bismuth Bronze B584 Modified 673 Impeller 1398 Silicon Bronze C87610 B584
677 Taperlock - Impeller 2242 Carbon Steel 1018 A108
688 Suction 1003 Cast Iron CL 30 A48 CLASS 30B
690 Bearing - Suction 1618 Bismuth Bronze B584 Modified 692 Sandcollar 1205 SST 304 A744M
747 Plug - Pipe 1046 Malleable Iron A197
760 Capscrew - Hex 2298 Steel Bolting GR 8 J429
14.J
SUBMITTAL
Quote ID: 3301-241008-006:0:1 QTY: 1
DWT-BAT 13CHC, 4 Stages
E-WATER SOLUTIONS REDLANDS
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project City of Hemet Wells 15 & 16
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 1770 RPM
Shut Off Design [2] Run Out[5]
Flow (USGPM) 0.0 1500.0 1742.0 Best Efficiency 83.10 % at 1255.0 USgpm TDH-Bowl (ft) 397.0 283.0 225.0 Design Flow % BEP 119.52 % TDH-Disch Flange ( ft) 397.0 282.5 224.3 Pump Efficiency 81.12 % Bowl Efficiency (%) - 81.50 72.00 Overall Efficiency 0.00 % Power (Hp) 100.0 131.0 137.0 NOL Power 137.0 Hp at 1742.0 USgpm NPSHr (ft) [1] - 17.2 24.0 Specified NPSH Ratio 1.1
NPSH Margin (ft) [1] - 20.2 13.4 Thrust Load Power Loss 0.37572 Hp Hydraulic Thrust(lb) 3776.0 2691.0 2134.0 Total Flow Derate Factor 1.00 Thrust (lb) 3915.3 2830.3 2273.3 Total Head Derate Factor 1.00 Pressure-Bowl (psi) 171.9 122.5 97.4 Total Efficiency Derate Factor 1.00 Pressure-Disch Flange (psi) 171.9 122.3 97.1 Actual Submergence 60.40 in Min Submergence (Inch) [3] - 32.14 35.33 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.50 0.68 Min Flow (MCSF) 314.0 USgpm Lineshaft Elongation (Inch) 0.33766 0.24064 - kWh per 1000 gal 0.00000 Column Elongation (Inch) 0.00000 0.00000 - Impeller Running Clearance 0.13 in Lateral (Inch) 0.46766 0.37064 -
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
OPERATING CONDITIONS
Specified Flow 1500.00 USgpm
Specified TDH 277.00 ft
Rated Speed 1770 RPM
Atmospheric Pressure 14.70 psi
TPL 5.12 ft
NPSHa at 1st Impeller 37.4 ft
NPSHa at Grade 34.0 ft
Well Diameter 16 in [406 mm] Casing
Operational Design Constant Speed
FLUID CHARACTERISTICS
Fluid Water
Fluid Temperature 68.0 °F
Specific Gravity 1.0000
Viscosity 1.0017 cP
Vapor Pressure 0.3393 psi
Density 62 lbs/ft³
MATERIALS & DIMENSIONS
Bowl Data
Bowl Material Cast Iron with Glass Enamel
Impeller Material Bronze
Bowlshaft Material 416SS
Impeller Attachment Taper Lock
Taperlock Material Carbon Steel
Discharge Bowl Material Cast Iron
Suction Type Bowl
Suction Material Cast Iron
Bowl Bolting Material Carbon Steel
Sand Collar 304SS
Pipe Plug Iron
Suction Bearing Bronze
Discharge Bowl Bearing Bronze
Bowl Data
Intermediate Bowl Bearing Bronze
Tube Adapter Bearing Material Bronze
Impeller Trim 9.06 in
Bowl Pressure Limit 390 psi
Model Max Sphere Size 0.94 in
Available Lateral 0.85 in
Bowl Shaft Diameter 1 15/16 in [49.2 mm]
Impeller Balance Manufacturer's Standard
Impeller Design Enclosed
Bowl Shaft Power Limit 585.57 Hp
Bowl Assembly Provided By Xylem
Bowl Specials
Column Data
Column Type Threaded
Column Diameter 10 in [254 mm]
Column Data
Lineshaft Diameter 1 11/16 in [42.9 mm]
Lineshaft Coupling Type Threaded
14.J
SUBMITTAL
Quote ID: 3301-241008-006:0:1 QTY: 1
DWT-BAT 13CHC, 4 Stages
E-WATER SOLUTIONS REDLANDS
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project City of Hemet Wells 15 & 16
Tag
PO Number
Serial Number
Column Data
Lineshaft Coupling Material 416SS
Enclosing Tube Size 2 ½ in [63.5 mm]
Lubrication Method (Enclosed LS) Oil Lube
Column Data
Column Assembly Provided By Customer
Motor Data
Driver Type Vertical Hollow Shaft Motor
Motor Provided By Customer
Motor Data
Motor Mounted By Customer
Motor Specials
Coating Data
Bowl OD Goulds Water Technology Blue
Coating Data
Enamel
Testing Data
Accessories
Engineering Services
NSF 61 Certified Construction Approved
Engineering Services Notes
Miscellaneous Specials
Assembly and Crating
Assembly Fully Assembled
Crating Domestic Skid
Assembly and Crating Notes
In general, pumps are crated and shipped fully assembled* via standard freight methods (LTL/LCL) if overall crated length is 20 ft or less and weight is 2500 lbs or less. Up to 45 ft and 4000 lbs can still be fully assembled but will ship via dedicated freight methods
(FTL/FCL/flatbed/air/special). Otherwise, each sub-assembly (bowl, column, and head) is crated separately ("column loose"). *Motors, suction cans, mechanical seals, spare parts, and other special items are crated separately. Coordinate specific expectations with the factory at time of order.
Weight Data
Total Bowl Weight 830 lbs
Weight Data
Total Weight 830 lbs
Comments
INFO, WARNING & ERROR MESSAGES
Our offer does not include specific review and incorporation of any Statutory or Regulatory Requirements, and the offer is limited to the requirements of the design specifications. Should any Statutory or Regulatory requirements need to be reviewed and incorporated, then the Customer is responsible to identify those and provide copies for review and revision of our offer.
Our quotation is offered in accordance with our comments and exceptions identified in our proposal and governed by our standard terms and conditions of sale – Xylem Americas. Available here: https://www.xylem.com/en-us/support/xylem-americas-standard-terms-and-conditions/ For units requiring a factory performance test, all performance tests will be conducted per ANSI/HI 14.6 standards unless otherwise noted. As a standard, test results for the primary design point meeting grade 2B tolerances for pumps with a rated shaft power of 134 hp or less and grade 1B for greater than 134 hp will be considered passing. If secondary or tertiary design points are required to be tested, these will be subject to grade 3B tolerances. For testing of more than 3 points, consult the factory. Other acceptance grades are available and must be
14.J
SUBMITTAL
Quote ID: 3301-241008-006:0:1 QTY: 1
DWT-BAT 13CHC, 4 Stages
E-WATER SOLUTIONS REDLANDS
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project City of Hemet Wells 15 & 16
Tag
PO Number
Serial Number
clearly noted and mutually agreed upon between the Customer and Xylem before release to manufacture.
Holding shipment for testing approval allows 2 weeks of calculated production lead time for the approval process. If shipment approval has not been obtained by 4 weeks after submission of passing test results, Xylem reserves the right to ship product on purchase orders less than or equal to $10,000 USD without explicit approval, or to impose storage fees until shipment approval is granted on purchase orders greater than $10,000 USD. For planned approval processes exceeding 2 weeks, please consider that additional lead time and coordinate expectations with the factory, including storage fees. For faster shipment, select "No" to the hold shipment for testing approval option.
For units not requiring a factory performance test, product performance can be expected to meet 3B tolerances primarily due to the variability of field conditions.
Field-measured performance may vary from factory-measured performance or published data as a result of unknown or unpredictable system conditions and measurement variability. If field performance testing is required after installation, factory performance testing before shipment is strongly recommended. Field performance test results do not constitute a warranty claim unless verified by Xylem.
The information provided in this submittal is published data nominally representative of the selected pump model's performance characteristics. If factory performance testing is included, actual as-tested performance curves for each tested pump will be provided after testing is complete. Impeller trim diameter is subject to change to meet intended design conditions.
Special requests are subject to further review after receipt of customer purchase order during the factory’s order entry and design engineering processes. If NSF 61 certified construction is required, an additional audit will completed. The Xylem team will communicate any discrepancies and possible changes. Xylem certifies that the materials specified with a NSF 61 certified construction are in compliance with NSF/ANSI/CAN 61 Drinking Water System Components - Health Effects. In compliance with NSF, Xylem vertical turbine pumps are assembled in NSF certified facilities in our Vertical Turbine Global Center of Excellence in Lubbock, TX, or our Vertical Column Pump factory in Pewaukee, WI. For more information, see our official listing here:
https://info.nsf.org/Certified/PwsComponents/Listings.asp?Company=1D860&Standard=061 Customer is responsible for verifying that the recommendations made and the materials selected are satisfactory for the Customer's intended environment and Customer's use of the selected pump. Customer is responsible for determining the suitability of Xylem recommendations for all operating conditions within Customer's and/or End User's control. Xylem disclaims all warranties, express or implied warranties, including, but not limited to, warranties of merchantability and fitness for a particular purpose, and all express warranties other than the limited express warranty set forth in the attached standard terms and conditions of sale – Xylem Americas attached hereafter.
Xylem does not guarantee any pump intake configuration. The hydraulic and structural adequacies of these structures are the sole responsibility of the Customer or his representatives. Further, Xylem accepts no liability arising out of unsatisfactory pump intake field operating conditions. The Customer or his representatives are referred to the Hydraulic Institute Standards for recommendations on pump intake design. To optimize the hydraulic design of a field pump intake configuration, the Customer should strongly consider performing a detailed scale model pump intake study. However, the adequacies of these recommendations are the sole responsibility of the Customer.
Xylem’s standard enamel paint offering is a coating applied at no extra charge and is intended to provide a limited cosmetic improvement over the bare metal product. The coating will not prevent rust, corrosion, or fading. Fading, flaking, chipping, or bleeding rust can be expected within 3 months of exposure to weather or other elements. For applications where visual aesthetics or corrosion resistance is important, please consider one of our protective coating options.
14.J
TERMS AND CONDITIONS OF SALES – XYLEM AMERICAS (V7 – Effective 9 May 2022)
1. Agreement, Integration and Conflict of Terms. “Proposal” means the Seller’s quotation, proposal and/or sales form, including any special conditions expressly incorporated by reference, and these terms and conditions. “Seller” means the applicable affiliate of Xylem Inc. that is party to the Agreement. “Buyer” means the entity that is party to the Agreement with Seller. “Agreement” means the definitive agreement, comprised of the Proposal and any other documents expressly included or incorporated by reference will govern the Buyer and Seller relationship. Seller’s Proposal is expressly conditioned on Buyer’s acceptance of these terms and conditions. Any additional or different terms and conditions contained in Buyer’s purchase order or other communication will have no effect on the Agreement unless specifically agreed to in writing by the parties; and Seller hereby objects, and any such proposed modifications will not constitute Seller’s acceptance of any such modifications. Seller’s commencement of performance or delivery will not be deemed or construed as acceptance of Buyer’s additional or different terms and conditions. In the case of any conflict among the foregoing documents, these terms will take precedence with the exception of (i) price and delivery, which will be governed by the order acknowledgment (if any) and invoice; and (ii) the warranty, which will be governed by Seller’s product documentation. This Agreement supersedes all prior negotiations, representations, or agreements, either written or oral, between the parties and, further, can only be altered, modified or amended with the express written consent of Seller.
2. Quotation, Withdrawal, Expiration. Proposals are valid for thirty (30) calendar days from the date of issuance, unless otherwise provided therein. Seller reserves the right to cancel or withdraw the Proposal at any time with or without notice or cause prior to acceptance by Buyer to the Proposal terms, or after Buyer’s acceptance if Buyer fails to complete any actions required by the Proposal for Seller to proceed. Seller nevertheless reserves its right to accept any contractual documents received from Buyer after this 30-day period.
3. Prices. Prices apply to the specific quantities stated in the Proposal. Prices include handling fees and standard packing according to Seller's specifications for delivery. Buyer will, as an additional charge, pay all costs and taxes for special packing requested by Buyer, including packing for exports. To the extent allowed under law, prices are subject to change without notice. The price for the goods does not include any applicable sales, use, excise, Goods and Services Tax, Value Added Tax, or similar tax, duties or levies. Buyer will have the responsibility for the payment of all such applicable taxes.
4. Payment Terms. Seller reserves the right to require payment in advance or C.O.D. and otherwise modify credit terms should Buyer’s credit standing not meet Seller’s acceptance. Unless different payment terms are expressly set forth in the applicable Proposal or order acknowledgment or Sales Policy Manual, goods will be invoiced upon shipment. Buyer’s payment must be in Seller’s local currency, as determined by Seller’s office location to which the order has been submitted. Any payment amount made by Buyer via credit card will be subject to a 3.5% charge.
Payment in full is due within thirty (30) days from the invoice date (“Payment Due Date”), unless otherwise stated in Seller’s documentation. Any Buyer-requested delivery delay solely affects delivery date and will not in any way alter the original Payment Due Date. If Buyer fails to make payment when due, Buyer agrees that Seller may apply a service or finance charge of the lesser of (i) one and one-half percent (1.5%) per month (eighteen percent (18%) per annum), or (ii) the highest rate permitted by applicable law, on the unpaid balance of the invoice from and after the invoice due date. Buyer is responsible for all costs and expenses associated with any checks returned due to insufficient funds. All credit sales are subject to prior approval of Seller's credit department. Export shipments will require payment prior to shipment or an appropriate Letter of Credit.
If, during the performance of the Agreement, the financial responsibility or condition of Buyer is such that Seller in good faith deems Buyer insecure, Seller may: (a) request financial assurances; (b) suspend performance and will not be obligated to continue performance under the Agreement; (c) stop goods in transit and defer or decline to make delivery of goods, except upon receipt of satisfactory security or cash payments in advance; and/or (d) terminate the order per Article 11.
Seller also retains any/all rights to enforce payment defaults to the full price of the work completed and in process. Upon default by Buyer in making payment when due, if Buyer fails to immediately and without demand pay to Seller the entire amount in default for any and all shipments made to Buyer, irrespective of the applicable terms and/or contract under which those shipments were as a debt due to Seller, Seller may withhold all subsequent shipments until the full amount in default is settled. Acceptance by Seller of less than full payment will not be a waiver of any of its rights hereunder. Buyer may not assign or transfer this Agreement or any interest in it, or monies payable under it, without the prior written consent of Seller and any assignment made without this consent will be null and void
5. Title, Delivery, Risk of Loss. Delivery dates are estimates, and time is not of the essence.
Unless otherwise specified by Seller, delivery and transfer of risk of loss for shipments to Buyers that are not Related Party Buyers will be made Ex Works (Incoterms 2020), Seller’s plant or Distribution Center. Title will pass when risk of loss transfers. If Seller is required to warehouse or store goods on behalf of Buyer, due to a Buyer delay or request (see Article 22), warehouse and storage fees will be applied and payable upon invoice, as will any required maintenance throughout the delay. Risk of loss for all stored goods will be borne by Buyer from the start of this period. Seller has no obligation to the Buyer to arrange insurance while Buyer’s goods are in storage at named place, with all such responsibility and insurance to be borne by Buyer accordingly. Seller will not be responsible to Buyer for any loss, whether direct, indirect, incidental, or consequential in nature, or for any loss of profits or revenue, or liquidated damages, arising out of or relating to any failure of the goods to be delivered by the specified delivery date. In the absence of specific instructions, Seller will select the carrier. Buyer will reimburse Seller for the additional cost of its performance resulting from inaccurate or lack of delivery instructions, or by any act or omission on Buyer’s part.
Any such additional cost may include storage, insurance, protection, re- inspection, and delivery expenses. Buyer further agrees that any payment due on delivery will be made on delivery into storage as though goods had been delivered in accordance with the order. “Related Party Buyers” means Buyers, directly or indirectly, owned more than 50% by Xylem Inc. or under significant or joint control by Xylem Inc. For export shipments from the USA to Related Party Buyers, title and risk of loss for the goods will pass to the Related Party Buyer at the port of destination. Incoterm 2020 shall be DAP (Destination). Related Party Buyer will be importer of record for any customs clearance. For shipments to Related Party Buyers that are not export shipments from the USA, delivery, and transfer of risk of loss will be FCA (Incoterms 2020), Seller’s plant or Distribution Center unless otherwise specified. Title will pass when the risk of loss passes to Buyer.
Buyer grants to Seller a continuing security interest in and a lien upon the goods supplied by Seller under this Agreement and the proceeds thereof (including insurance proceeds), as security for the payment of all such amounts and the performance by Buyer of all of its obligations to Seller under the Agreement and all such other sales, and Buyer will have no right to sell, encumber or dispose of the goods. Buyer’s respective insurance policy for any such Seller claim will include a waiver of subrogation in favor of Seller. Buyer will execute any and all financing statements and other documents and instruments and do and perform any and all other acts and things which Seller may consider necessary, desirable, or appropriate to establish, perfect or protect Seller's title, security interest and lien. In addition, Buyer authorizes Seller and its agents and employees to execute any and all such documents and instruments and do and perform any and all such acts and things, at Buyer's expense, in Buyer's name and on its behalf. Such documents and instruments may also be filed without the signature of Buyer to the extent permitted by law.
6. Warranty. Except as provided above, for goods sold by Seller to Buyer(s) that are used by Buyer for personal, family or household purposes, Seller warrants the goods to Buyer on the terms of Seller’s limited warranty available on Seller’s website. For any other purpose, Seller warrants that the goods sold to Buyer under the Agreement (with the exception of software, membranes, seals, gaskets, elastomer materials, coatings and other "wear parts” or consumables all of which are not warranted except as otherwise provided in the Proposal will be (i) built in accordance with the specifications referred to in the Proposal, if such specifications are expressly made a part of the Agreement, and (ii) free from defects in material and workmanship for a period of one (1) year from the date of installation or eighteen (18) months from the date of shipment (which date of shipment will not be greater than thirty (30) days after receipt of notice that the goods are ready to ship), whichever occurs first, unless a longer period is provided by law or is specified in the product documentation (the “Warranty”). For services, the warranty period will be three (3) months from the date of invoice unless otherwise expressly set forth in the Proposal or sales form or order acknowledgment.
Except as otherwise provided by law, Seller will, at its option and at no cost to Buyer, either repair or replace any goods which fails to conform with the Warranty; provided, however, that under either option, Seller will not be obligated to remove the defective goods or install the replaced or repaired goods and Buyer will be responsible for all other costs, including service costs, shipping fees and expenses
Buyer’s failure to comply with Seller’s repair or replacement advice will constitute a waiver of Buyer’s rights and render all warranties void. Any parts repaired or replaced by Seller under the Warranty are warranted only for the remaining balance of the warranty period. The Warranty is conditioned on Buyer giving written notice to Seller of any defects in material or workmanship of warranted goods within ten (10) days, or shorter period as dictated by the issue, of the date when any defects are first manifest. Seller will have no warranty obligations to Buyer with respect to any goods or parts of the goods that: (a) have been repaired by third parties other than Seller or without Seller’s written approval; (b) have been subject to misuse, misapplication, neglect, alteration, accident, or physical damage; (c) have been used in a manner contrary to Seller’s instructions for installation, operation and maintenance; (d) have been damaged from ordinary wear and tear, corrosion, or chemical attack; (e) have been damaged due to abnormal conditions, vibration, failure to properly prime, or operation without flow; (f) have been damaged due to a defective power supply or improper electrical protection;(g) have been damaged resulting from the use of accessory equipment not sold by Seller or not approved by Seller in connection with goods supplied by Seller hereunder; or (h) not sold by Seller or its authorized supplier. In any case of goods not manufactured by Seller, there is no warranty from Seller; however, Seller will extend to Buyer any warranty received from Seller’s supplier of such goods
THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF ANY AND ALL
OTHER EXPRESS OR IMPLIED WARRANTIES, GUARANTEES, CONDITIONS OR
TERMS OF WHATEVER NATURE RELATING TO THE GOODS PROVIDED
HEREUNDER, INCLUDING WITHOUT LIMITATION ANY IMPLIED WARRANTIES
OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, WHICH ARE HEREBY EXPRESSLY DISCLAIMED AND EXCLUDED. EXCEPT AS OTHERWISE PROVIDED BY LAW, BUYER’S EXCLUSIVE REMEDY AND SELLER’S
AGGREGATE LIABILITY FOR BREACH OF ANY OF THE FOREGOING
WARRANTIES ARE LIMITED TO REPAIRING OR REPLACING THE GOODS AND
WILL IN ALL CASES BE LIMITED TO THE AMOUNT PAID BY THE BUYER HEREUNDER.
7. Inspection. Buyer will have the right to inspect the goods upon their receipt. When delivery is to Buyer’s site or to a project site (“Site”), Buyer will notify Seller in writing of any apparent shipment shortages, damages, or nonconformity of the goods within three (3) days from receipt by Buyer, unless a shorter period is required in Seller’s Proposal. For all other deliveries, Buyer will notify Seller in writing of any nonconformity with this Agreement within fourteen (14) days from receipt by Buyer. Failure to give such applicable notice will constitute a waiver of Buyer's right to inspect and/or reject the goods for nonconformity and will be equivalent to an irrevocable acceptance of the goods by Buyer. Claims for loss of or damage to goods in transit must be made to the carrier, and not to Seller unless different terms are expressly set forth in Seller’s Proposal
8. SELLER’S LIMITATION OF LIABILITY. EXCEPT AS OTHERWISE PROVIDED BY LAW, IN NO EVENT WILL SELLER’S LIABILITY EXCEED THE AMOUNT PAID BY BUYER UNDER THIS AGREEMENT. SELLER WILL HA VE NO
LIABILITY FOR LOSS OF PROFIT, LOSS OF ANTICIPATED SA VINGS OR REVENUE,
LOSS OF INCOME, LOSS OF BUSINESS, LOSS OF PRODUCTION, LOSS OF
OPPORTUNITY, LOSS OF REPUTATION, LIQUIDATED, INDIRECT,
CONSEQUENTIAL, INCIDENTAL, PUNITIVE OR EXEMPLARY DAMAGES. THE
FOREGOING LIMITATIONS OF LIABILITY WILL BE EFFECTIVE WITHOUT REGARD TO SELLER’S ACTS OR OMISSIONS OR NEGLIGENCE OR STRICT LIABILITY IN PERFORMANCE OR NON- PERFORMANCE HEREUNDER.
To the extent the Agreement provides a specified remedy for a default or breach, the given remedy will be Seller’s sole liability and Buyer’s sole and exclusive remedy for the default or breach to the exclusion of any and all other remedies that may be available at law, in equity, or otherwise. The terms of this Article 8 survive expiry or termination of the Agreement and prevail over all other provisions contained in the Agreement.
14.J
TERMS AND CONDITIONS OF SALES – XYLEM AMERICAS (V7 – Effective 9 May 2022)
9. USED GOODS. USED GOODS ARE SOLD IN AN AS IS, WHERE IS CONDITION.
SELLER MAKES NO REPRESENTATIONS OR WARRANTIES OF ANY KIND,
EXPRESS OR IMPLIED, AS TO THE NATURE, QUALITY OR CONDITION OF THE
GOODS, OR ITS SUITABILITY FOR ANY USE, INCLUDING WITHOUT LIMITATION
ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR
PURPOSE, UNLESS EXPRESSLY AGREED UPON IN WRITING BETWEEN THE PARTIES. SELLER WILL HA VE NO LIABILITY TO BUYER HEREUNDER OR IN
CONNECTION WITH THE GOODS, INCLUDING WITHOUT LIMITATION, FOR LOSS
OF PROFIT, LOSS OF INCOME, LOSS OF PRODUCTION, LOSS OF OPPORTUNITY,
INDIRECT, CONSEQUENTIAL, INCIDENTAL, PUNITIVE OR EXEMPLARY
DAMAGES
10. Force Majeure. Seller may cancel, terminate, or suspend this Agreement and Seller will have no liability for any failure to deliver or perform, or for any delay in delivering or performing any obligations, due to acts or omissions of Buyer and/or its contractors, or due to Force Majeure. “Force Majeure” means any event or circumstance beyond Seller’s reasonable control, including but not limited to: (A) acts of God, such as natural disasters, drought, fire, flood, earthquake, tsunami; (B) war (declared or undeclared), riots, insurrection, rebellion, acts of the public enemy, acts of terrorism, sabotage, blockades, governmental authorities acts or inactions, embargoes; (C) disease, pandemics, epidemics; (D) currency restrictions; and (E) labor shortages or disputes, unavailability of materials, fuel, power, energy or transportation facilities; failures of suppliers or subcontractors to effect deliveries. In all such cases, the time for performance will be extended in an amount equal to the period necessary for Seller to recover from the event, provided that Seller will, as soon as reasonably practicable after it has actual knowledge of the beginning of any excusable delay, notify Buyer of the delay and of the anticipated duration and consequence thereof; and, to the extent the Force Majeure impacts the pricing specified in the Proposal or Agreement, as the case may be, Seller will notify Buyer of the revised pricing and its basis. Should Buyer reject any such Force Majeure-related pricing increase, the parties will resolve in accordance with the Agreement’s dispute resolution process. Seller will resume performance of its obligations hereunder with the least possible delay.
11. Cancellation; Termination. Except as otherwise provided in this Agreement, no order may be cancelled on special or made-to- order goods or unless otherwise requested in writing by either party and accepted in writing by the other. If a cancellation is requested by Buyer, Buyer will, within thirty (30) days of such cancellation, pay Seller a cancellation fee, which will include all costs and expenses incurred by Seller prior to the receipt of the request for cancellation including, but not limited to, all commitments to its suppliers, subcontractors and others, all fully burdened labor and overhead expended by Seller, plus a reasonable profit charge. Return of goods will be in accordance with Seller’s most current Return Materials Authorization and subject to a minimum fifteen percent (15%) restocking fee, unless otherwise specified.
Notwithstanding anything to the contrary in the Agreement, if the commencement by or against Buyer of any voluntary or involuntary proceedings in bankruptcy or insolvency, or if Buyer will be adjudged bankrupt, make a general assignment for the benefit of its creditors, or if a receiver will be appointed on account of Buyer’s insolvency, Seller may, upon providing Buyer notice that has immediate effect upon issuance, terminate the Agreement. If Buyer fails to make any payment when due under this Agreement, or if Buyer does not correct or, if immediate correction is not possible, commence and diligently continue action to correct any default of Buyer to comply with any of the provisions or requirements of this Agreement within ten (10) calendar days after being notified in writing of such default by Seller, Seller may, by written notice to Buyer, without prejudice to any other rights or remedies which Seller may have, terminate its further performance of this Agreement. If any termination under this Article 11, Seller will be entitled to receive payment as if Buyer has cancelled the Agreement as per the preceding paragraph immediately and without notice as a debt due. Seller may nevertheless elect to complete its performance of this Agreement by any means it chooses. Buyer agrees to be responsible for any additional costs incurred by Seller in so doing. Upon termination of this Agreement, the rights, obligations and liabilities of the parties which will have arisen or been incurred under this Agreement prior to its termination will survive such termination.
12. Drawings. All drawings are the property of Seller. Seller does not supply detailed or shop working drawings of the goods; however, Seller will supply necessary installation drawings. The drawings and bulletin illustrations submitted with Seller's Proposal show general type, arrangement, and approximate dimensions of the goods to be furnished for Buyer’s information only and Seller makes no representation or warranty regarding their accuracy. Unless expressly stated to the contrary within the Proposal, all drawings, illustrations, specifications or diagrams form no part of this Agreement. Seller reserves the right to alter such details in design or arrangement of its goods which, in its judgment, constitute an improvement in construction, application or operation. After Buyer’s acceptance of this Agreement, any changes in the type of goods, the arrangement of the goods, or application of the goods requested by Buyer will be made at Buyer's expense.
13. Confidential Information. Seller’s designs, illustrations, drawings, specifications, technical data, catalogues, “know-how”, economic or other business or manufacturing information (collectively “Confidential Information”) disclosed to Buyer will be deemed proprietary and confidential to Seller. Buyer agrees not to disclose, use, or reproduce any Confidential Information without first having obtained Seller’s written consent. Buyer’s agreement to refrain from disclosing, using or reproducing Confidential Information will survive completion of the work under this Agreement. Buyer acknowledges that its improper disclosure of Confidential Information to any third party will result in Seller’s suffering irreparable harm. Seller may also seek injunctive or equitable relief to prevent Buyer’s unauthorized disclosure.
14. Installation and Start-up. Unless otherwise agreed to in writing by Seller, installation will be the sole responsibility of Buyer. Where start-up service is required with respect to the goods purchased hereunder, it must be performed by Seller's authorized personnel or agents; otherwise, the Warranty is void. If Buyer has engaged Seller to provide an engineer for start- up advisory services such engineer will function in an advisory capacity only and Seller will have no responsibility for the quality of workmanship of the installation. In any event, Buyer understands and agrees that it will furnish, at Buyer's expense, all necessary foundations, supplies, labor, and facilities that might be required to install and operate the goods.
15. Specifications; Back-charges. Changes in specifications requested by Buyer are subject to Seller’s written approval. If such changes are approved, the price for the goods and the delivery schedule will be changed to reflect such changes. Buyer will not make purchases, nor will Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of Seller.
16. Buyer’s Warranty. Buyer warrants the accuracy of any and all information relating to the details of its operating conditions, including influent quality, temperatures, pressures, and where applicable, the nature of all hazardous materials. Seller can justifiably rely upon the accuracy of Buyer’s information in its performance. Should Buyer’s information prove inaccurate, Buyer agrees to reimburse Seller for any losses, liabilities, damages, and expenses that Seller may have incurred as a result of any inaccurate information provided by Buyer to Seller.
17. Product Recalls. In cases where Buyer purchases for resale, Buyer will take all reasonable steps (including those measures prescribed by the Seller) to ensure: (a) all customers of the Buyer and authorized repairers who own or use affected goods are advised of every applicable recall campaign of which the Buyer is notified by the Seller; and (b) modifications notified to Buyer by Seller by means of service campaigns, recall campaigns, service programs or otherwise are made with respect to any goods sold or serviced by Buyer to its customers or authorized repairers.
Should Buyer fail to perform any of the actions required under this obligation, Seller will have the right to obtain names and addresses of the Buyer’s customers from Buyer and Seller will be entitled to get into direct contact which such customers
18. GOVERNING LAW. THE TERMS OF THIS AGREEMENT AND ALL RIGHTS AND
OBLIGATIONS HEREUNDER WILL BE GOVERNED BY THE LAWS OF THE JURISDICTION WHERE SELLER’S OFFICE IS LOCATED TO WHICH THIS ORDER HAS BEEN SUBMITTED (WITHOUT REFERENCE TO PRINCIPLES OF CONFLICTS OF LAWS).
THE RIGHTS AND OBLIGATIONS OF THE PARTIES HEREUNDER WILL NOT BE GOVERNED BY THE 1980 U.N. CONVENTION ON CONTRACTS FOR THE INTERNATIONAL SALE OF GOODS. THIS ARTICLE 18 WILL SURVIVE ANY TERMINATION, CANCELLATION, OR EXPIRATION OF THE AGREEMENT.
19. Export Regulation. Seller’s goods, including any software, documentation and any related technical data included with, or contained in, or utilized by such goods or deliverables, may be subject to applicable export laws and regulations, including United States Export Administration Regulations and Buyer will comply with all such applicable laws and regulations. In particular, the Buyer will not, and will not permit any third parties to, directly or indirectly, export, re-export or release any goods to any jurisdiction or country to which, or any party to whom, the export, re- export or release of any goods is prohibited by applicable law, regulation, or rule. The Buyer will be responsible for any breach of this Article 19.
20. Privacy and Customer Data. Buyer acknowledges that Seller may collect and process personal data for the purposes outlined in the contract. Seller’s data privacy policy is available at https://www.xylem.com/en-us/support/privacy/. Buyer acknowledges that it has read and understood Seller’s privacy policy and agrees to the use of personal data outlined herein. The collection and use of personal data by Buyer is Buyer’s responsibility. Some Seller goods are equipped with cloud communication capability resulting in these goods automatically transmitting, on an encrypted basis, data to Seller’s X-Cloud. Unless otherwise specified in the Agreement, Buyer agrees and authorizes Seller to indefinitely store any data collected from Seller goods (“Customer Data”) on Seller’s hardware, software, networking, storage, and related technology. Buyer grants Seller and Seller’s affiliates a worldwide, royalty-free, non-exclusive, irrevocable right and license to access, store and use such Customer Data to: (a) provide services; (b) analyze and improve services; (c) analyze and improve any Seller or affiliate goods or software; and (d) for any other internal use, provided any such internal use is limited to using the Customer Data in an aggregated and anonymized manner that cannot be reconstituted as Buyer’s Customer Data.
21. Titles; Waiver; Severability. The article titles are for reference only and will not limit or restrict the interpretation or construction of this Agreement Seller’s failure to insist, in any one or more instances, upon Buyer’s performance of this Agreement or to exercise any tights conferred, will not constitute a waiver or relinquishment of any such right or right to insist upon Buyer’s performance in any other regard. The partial or complete invalidity of any one or more provisions of this Agreement will not affect the validity or continuing force and effect of any other provision.
22. Changes. Any requested change(s) to the work set forth in this Agreement, including to the delivery schedule, requires the parties to enter into a written change order that contains a description of the change(s) and all other applicable terms, including change in price, storage fees, and/or delivery schedule (“Change Order”). A Change Order may be requested by either party. For any Buyer-related change to the delivery schedule, including any due to a Buyer delay, the parties will enter into a Change Order and any such Change Order will state the revised delivery date(s), the revised Agreement price, storage and maintenance fees, and all other respective revisions.
Seller will not be obliged to proceed with any change and no such change will be binding or have any effect on Seller or this Agreement unless/until the parties enter into a Change Order; provided, however, that if Seller must store goods due to a buyer delay, all associated risk, expenses, and fees will nonetheless be borne by Buyer from the beginning of the delay period. Should Seller’s ability to proceed with the work be altered by Buyer’s delay in entering into a Change Order, Seller also will be entitled to assess late fees and suspend performance of all work for the period of delay.
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ID Task
Mode
Task Name Duration Start Finish Predecessors
1 Award/notice to proceed 1 day Mon 12/16/24 Mon 12/16/24 2 Project Management 313 days Tue 12/17/24 Thu 2/26/26 1 3 Kickoff meeting/anticipated start of design 1 day Tue 12/17/24 Tue 12/17/24 1 4 City Design Presentation 0 days Tue 2/25/25 Tue 2/25/25 18 5 Public Meeting with Council, Board, or Committee 0 days Tue 3/11/25 Tue 3/11/25 20 6 Preliminary design review meeting 0 days Tue 2/25/25 Tue 2/25/25 18 7 60% design review meeting 0 days Tue 5/20/25 Tue 5/20/25 27 8 90% design review meeting 0 days Tue 7/15/25 Tue 7/15/25 30 9 Issue for construction (IFC) submittal review meeting 0 days Tue 8/26/25 Tue 8/26/25 33 10 Project closeout 0 days Thu 2/26/26 Thu 2/26/26 51
11 Preliminary Design 65 days Wed 12/18/24 Tue 3/18/25 1 12 Baseline and utility research (easement, electricity, sewer, storm drain, stormwater)10 days Wed 12/18/24 Tue 12/31/24 3 13 Survey 20 days Wed 1/15/25 Tue 2/11/25 16
14 Geotechnical investigation 20 days Wed 1/15/25 Tue 2/11/25 16 15 Potholing 5 days Wed 3/12/25 Tue 3/18/25 20
16 Economic evaluation and alternative analysis 10 days Wed 1/1/25 Tue 1/14/25 12 17 Prepare draft preliminary design report (PDR) 20 days Wed 1/15/25 Tue 2/11/25 16 18 City review draft PDR 10 days Wed 2/12/25 Tue 2/25/25 17 19 Prepare final PDR 5 days Wed 2/26/25 Tue 3/4/25 18
20 City review final PDR 5 days Wed 3/5/25 Tue 3/11/25 19 21 Permit application and coordinaton 185 days Wed 5/21/25 Tue 2/3/26 22 Permit application (construction permit, planning department) 40 days Wed 7/2/25 Tue 8/26/25 29 23 Early DDW doordination during design 120 days Wed 5/21/25 Tue 11/4/25 27 24 DDW coordination during construction 45 days Wed 12/3/25 Tue 2/3/26 43 25 Final design 125 days Wed 3/12/25 Tue 9/2/25
26 60% design package 40 days Wed 3/12/25 Tue 5/6/25 20 27 City review 60% package 10 days Wed 5/7/25 Tue 5/20/25 26 28 60% matrix response 5 days Wed 5/21/25 Tue 5/27/25 27 29 90% design package 30 days Wed 5/21/25 Tue 7/1/25 27 30 City review 90% package 10 days Wed 7/2/25 Tue 7/15/25 29 31 90% matrix response 5 days Wed 7/16/25 Tue 7/22/25 30 32 Issue for construction design package 20 days Wed 7/16/25 Tue 8/12/25 30 33 City review IFC package 10 days Wed 8/13/25 Tue 8/26/25 32 34 IFC matrix response 5 days Wed 8/27/25 Tue 9/2/25 33 35 Construction 252 days Wed 3/12/25 Thu 2/26/26
36 Pre-procurement (GAC, valve, flowmeter, etc.) 180 days Wed 3/12/25 Tue 11/18/25 20 37 Pre-procurement (Electrical gears) 180 days Wed 3/12/25 Tue 11/18/25 20 38 Mobilization 10 days Wed 9/3/25 Tue 9/16/25 34
39 Misc Shop drawing preparation and review 30 days Wed 9/3/25 Tue 10/14/25 34 40 Excavation and subgrade preparation 5 days Wed 9/17/25 Tue 9/23/25 38 41 GAC vessel concrete pad construction (forming, rebar, concrete curing) 40 days Wed 9/24/25 Tue 11/18/25 40 42 Yard piping installation 40 days Wed 9/24/25 Tue 11/18/25 40 43 Vessel and piping installation 10 days Wed 11/19/25 Tue 12/2/25 41,36,39 44 Electrical, instrumentation, site security, installation 25 days Wed 12/3/25 Tue 1/6/26 43,37 45 Pipeline construction 80 days Wed 9/17/25 Tue 1/6/26 38 46 SCADA Coordination 20 days Wed 1/7/26 Tue 2/3/26 44 47 Commissioning 20 days Wed 1/7/26 Tue 2/3/26 44
48 Start-up 10 days Wed 2/4/26 Tue 2/17/26 47,46
49 Operator training 2 days Wed 2/18/26 Thu 2/19/26 48 50 O&M manual 25 days Wed 1/7/26 Tue 2/10/26 44
51 Demoblization 5 days Fri 2/20/26 Thu 2/26/26 49,50
2/25
3/11
2/25
5/20
7/15
8/26
2/26
MTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTW Dec 8, '24Dec 15, '24Dec 22, '24Dec 29, '24Jan 5, '25Jan 12, '25Jan 19, '25Jan 26, '25Feb 2, '25Feb 9, '25Feb 16, '25Feb 23, '25Mar 2, '25Mar 9, '25Mar 16, '25Mar 23, '25Mar 30, '25Apr 6, '25Apr 13, '25Apr 20, '25Apr 27, '25May 4, '25May 11, '25May 18, '25May 25, '25Jun 1, '25Jun 8, '25Jun 15, '25Jun 22, '25Jun 29, '25Jul 6, '25Jul 13, '25Jul 20, '25Jul 27, '25Aug 3, '25Aug 10, '25Aug 17, '25Aug 24, '25Aug 31, '25Sep 7, '25Sep 14, '25Sep 21, '25Sep 28, '25Oct 5, '25Oct 12, '25Oct 19, '25Oct 26, '25Nov 2, '25Nov 9, '25Nov 16, '25Nov 23, '25Nov 30, '25Dec 7, '25Dec 14, '25Dec 21, '25Dec 28, '25Jan 4, '26Jan 11, '26Jan 18, '26Jan 25, '26Feb 1, '26Feb 8, '26Feb 15, '26Feb 22, '26Mar 1, '26Mar 8, '26 Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Project: City of Hemet Schedule
Date: Mon 10/21/24
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Organizational Chart
Robert Foster
President
Bryan Beals
Project
Manager
Miguel Palacios
Project
Manager
Paul Schuessler
Project
Manager
Subcontractor #3
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GENERAL ENGINEERING CONTRACTOR PHONE (951) 738-8211
License # 569693 FAX (951) 738-8215
P.O. Box 77055, Corona, CA 92877
ATTACHMENT “A”
BID SUMMARY
N2W Engineering “Per Attachment G”
GJR Electric -Electrical Equipment (Approximate)
10-12 weeks after receipt of order to Provide Submittals 4 weeks after return of submittal with any comments requiring re-submittal 32 to 36 weeks after approval of submittal /release to fabricate deliver systems to site Calgon Carbon Corporation -Treatment Equipment
3 weeks after receipt of order to Provide Submittals
2 weeks after return of submittal with any comments requiring re-submittal 32 to 36 weeks after approval of submittal /release to fabricate deliver systems to site RC Foster Total Contract Duration Approximately 60-65 weeks (See Attached Schedule) Pricing Structure:
Mobilization $400,000.00
De Mobilization $50,000.00
Engineering $600,000.00
Foundation/ Site Construction $475,000.00
Pipeline Construction $2,800,000.00
Site Piping & Treatment System $2,605,633.00
Wellhead Rehabilitation Work $175,000.00
Electrical $850,000.00
Start up $80,000.00
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Contract Bonds $90,000.00
_____________
TOTAL BID PRICE $8,125,663.00.00
Optional Items:
Well #16 Pump Replacement $253,345.00
Sight Light Pole and Foundations $10,500.00 / each Monthly Progress billings, 5% retention. Payment terms net 30 days. We have Excluded Costs of Permits, Construction Water, So Cal Edison Fees, Electrical work other than noted on schedule “D”. Proposal valid for 90 days from the date of this proposal.
Regards,
R C Foster Corporation
Robert Foster
President
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From: Bob Foster
To: Travis Holyoak; Noah Rau
Cc: Bryan Beals; Glen Langer
Subject: Pipeline Credits as requested City of Hemet Well 15 and 16 Proposal Date: Friday, November 22, 2024 10:57:26 AM
Attachments: image002.png
Warning: This email originated from outside the City of Hemet. Think before you click!
Hello Noah and Travis,
Per our conversation yesterday afternoon, we have prepared the credits to our original proposal as requested. It is my understanding that you wish to delete the pipeline construction & engineering from of our proposal and credit back contingencies included.
As such, we submit the following for your consideration.
1. Credit for Pipeline between Well #15 and #16( Approx 2400 lf) $2,360,880.00
2. Credit for Engineering of above section of pipeline
$38,000.00
3. Credit for Well #15 Effluent pipe to connection ( Approx 300 lf) $295,110.00
4. Credit for Engineering of above section of pipeline. $12,000.00
5. Credit for our contingency included in original bid
$100,000.00
TOTAL CREDIT OFFERED
$2,805,990.00
Accounting for the above credits, our Final Bid Total for the project is $5,512,398.00.
We sincerely thank you for the opportunity to provide our proposal for this project. If further clarification is needed, please don’t hesitate to contact me directly.
Regards,
Bob Foster
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Attachment C
Design-Build Proposal Forms
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Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORMS
AC-1
Complete the following:
Legal name of the business, DIR Reg. and Design-Builder License Nos.
Business Type (Corporation, Partnership, Sole Proprietor) DBA (if any)
Name and title of the owner
Name and title of second partner or officer
Business Address
Telephone number
Facsimile number
Name and Email address of primary contact
Company web address
Signature of Bidder Date Signature of Bidder Date
Print name and title Print name and title
(If the Bidder is a corporation two signatures of corporate officers are required.) J & L CONSTRUCTORS INC, DIR: 1000056885 LIC: 974212
S- Corporation
N/A
Vanessa Miller, Chief Executive Officer
Bryson Miller, Chief Financial Officer
10062 Cynthia Drive,, Huntington Beach, CA, 92646
(714) 931-9367 ext. 2
N/A
Bryson Miller, [email protected]
https://jandlcon.com/
Bryson Miller, Chief Financial Officer
Vanessa Miller, Chief Executive Officer
10/21/2024 10/21/2024
Signature of
Bidder
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Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-2
CERTIFICATE REGARDING DESIGN-BUILDER'S LICENSE
1. Design-Builder is required to possess one of the following State Design-Builder's License:
State of California [License Class and Type] Design-Builder’s License Combination of Specialty Class [__] Design-Builder’s Licenses
2. A failure to (1) possess the required license, (2) truthfully set forth the following information, and/or (3) execute this Certificate may render the proposal nonresponsive and permit the City to reject the proposal. (Business and Professions Code Section 7028.15)
3. Design-Builder declares, under penalty of perjury, that he/she/it possesses the required Design-Builder's license(s) which:
a. Bears the license number(s):
b. Expires on:
Signature of Bidder Date Signature of Bidder Date
Print name and title Print name and title
(If the Bidder is a corporation two signatures of corporate officers are required.) This required license determination has been made by the Agency. Any Design-Builder holding a different license who feels he is qualified to bid on this work must so advise the Agency at least seven (7) days prior to the bid opening. The Agency may conduct a review of the contemplated work to re-evaluate the required license determinat ion. The Agency may in its sole discretion maintain or change the required license determina t i o n ; A g e n c y ’ s d e c i s i o n a s t o t h e r e q u i r e d license will be final.
03/31/2025
Bryson Miller, Chief Financial Officer
974212, A , B , C-53, C-20, HAZ
Vanessa Miller, Chief Executive Officer
10/21/2024 10/21/2024
Signature of
Bidder
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Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-3
BID SECURITY FORM FOR CHECK
NOTE: THE FOLLOWING FORM SHALL BE USED IN THE CASE OF CHECK ACCOMPANYING BID Accompanying this proposal is a Certified Check or Cashier’s Check payable to the order of the City of Hemet, hereinafter referred to as "Agency", for _________________________________dollars ($_____________________________), this amount being 10 percent (10%) of the total amount of the bid. This check shall be returned to the undersigned only if either of the following occurs:
A. If said Bid shall be rejected by the Agency;
B. If said Bid shall be accepted by the Agency and the Undersigned shall execute and deliver a Contract in the form attached hereto (properly completed in accordance with said Bid) and shall furnish bonds required for his/her/its faithful performance of said Contract and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Contract created by acceptance of said Bid.
Otherwise, said check shall become the property of the Agency.
Said check shall also become the property of the Agency if the Undersigned shall withdraw his/her/its bid within the period of sixty (60) calendar days after the date set for the opening thereof, unless otherwise required by law, and notwithstanding the award of the Contract to another bidder.
Signature of Bidder Date Signature of Bidder Date
Print name and title Print name and title
(If the Bidder is a corporation, two signatures of corporate officers are required.)
N/A N/A
Vanessa Miller, Chief Executive OfficerBryson Miller, Chief Financial Officer anotheeeeeer r r r rrrr bbbbbbbibbb dder
SiSiSiSiSiSiSiSiSS gnature of
Bidde
10/21/2024 10/21/2024
y
otwithstanding the award
Signature of
Bidder
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Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-5
NON-COLLUSION AFFIDAVIT
PUBLIC CONTRACT CODE SECTION 7106
NON-COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares:
I am the ______________________ of _________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bi d are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability comp any, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________[ date], at _____________[city], _______________[state].
Signature of Bidder Date Signature of Bidder Date
Print name and title Print name and title
(If the Bidder is a corporation, two signatures of corporate officers are required.) Chief Financial Officer J&L Constructors Inc.
Bryson Miller, Chief Financial Officer
Huntington Beach California
Vanessa Miller, Chief Executive Officer
10/21/2024 10/21/2024
10/21/2024
Signature of
Bidder
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CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-6
DESIGN-BUILDER’S REFERENCE LIST
Attach to this bid a list of three (3) projects in the past five (5) years on which the design-build team and subcontractor(s) have successfully constructed and completed projects with the same type (elements), size and complexity of work . The Agency Engineer will make the final determination of whether the projects listed here are of the same type, size and complexity as this project.
Failure of Proposer to supply sufficient documentation of similar electric, telephone, cable and sanitary sewer underground facilities experience shall be considered grounds for a non-responsive bid and, at the Agency’s discretion, said bid will be disqualified.
Project Name:
Contract Price: Date of Completion:
Name, Address, and Telephone Number of Owner's Representative:
Project Name:
Contract Price: Date of Completion:
Name, Address, and Telephone Number of Owner's Representative:
Project Name:
Contract Price: Date of Completion:
Name, Address, and Telephone Number of Owner's Representative:
(Attach additional pages as necessary)
$6 Million July 2022
949.903.1013
Timothy Loza (Saddleback Development Corp)
Wild Rivers Water Treatment (chlorine gas injection)
Pier G Water Treatment Plant
2.5 Million
Garrett Lee Rowan (City of Seal Beach)
562.447.9640
Warren Oil field Treatment Plant
3 Million
Brian Muiter
951.219.8043
2019
2020
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Introductory Letter for CIP 5717
Attn:
Noah Rau, P .E.
Public Works Director/City Engineer
City of Hemet, Public Works Department
445 E. Florida Avenue
Hemet, CA 95243
Bryson Miller
Chief Financial Officer
J&L Constructors Inc.
10062 Cynthia Drive,
Huntington Beach, CA, 92646
714.931.9367 ext. 2
[email protected]
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Corporate Profile
J&L Constructors Inc.
Main Office: Branch Locations:
10062 Cynthia Drive, 29104 Basswood
Huntington Beach, CA, 92646 Lake Elsinore, CA 92530
(714) 931-9367 ext 2 office
(714) 955-3716 cell 21 Cuddington Ln
www.jandlcon.com, Lynchburg, VA 24501
[email protected],
[email protected],
[email protected],
[email protected]
J&LConstructorsInc.IsanS-Corpentity.Wehavehadnoclaims,litigation, mediation,andornon-complianceissuesforthepast12yearsforanyPublicContracts.
J&LConstructorsInc.IntendstoperformtheservicesdescribedinthisRFPand confirmsthatallelementsoftheRFPhavebeenreviewedandunderstood.J&L Constructorshasbeeninbusinessforover12yearssinceitsinceptionin2012.Asa company,we
specializeintheservice,installation,andrepairofundergroundutilities,water infrastructureandconcreteworkofallkinds.J&LpossessesanA,B,C-20,C-53,andaHAZ licenseforvirtuallyanyprojectthatwemayencounter.Weare bondedforworkupto10 Milliondollars,andweholda15Milliondollarexcessliabilitypolicyforgeneralliability insurance.
Theproposaltermsoutlineinthisdocumentshallremaineffectiveforninety(90)days followingthebidduedate.BrysonMiller(714)931-9367ext.2willbeoursinglepointof contactfortheRFPprocess.J&LConstructorsInchasnoholdscontrollingorfinancial interestsinanyotherorganizationandisnotownedorcontrolledbyanyotherpersonor RUJDQL]DWLRQ
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Purpose of Work
The purpose of this project is to construct a water treatment facility capable of delivering clean and safe potable water to the surrounding community and industries. This facility will treat water sourced from local surface water and groundwater to meet all regulatory standards. It will be designed to process millions of gallons per day with future expansion in mind. Key members of our project team include J&L Constructors Inc., and N2W Engineering, both working together to ensure the successful execution of this project.
From the outset, it is vital to secure all necessary permits and approvals, including a water use permit, construction permits, and an NPDES permit for wastewater discharge.
Additionally, the project must comply with the Safe Drinking Water Act (SDWA) for water quality standards and the Clean Water Act (CWA) for effluent discharge. T o safeguard against environmental harm, the project will follow guidelines from the Endangered Species Act and other federal and state regulations, ensuring minimal ecological disruption.
In the site selection process, priority will be given to a location near water sources, with adequate access to utilities, and minimal environmental impact. A geotechnical survey will assess soil stability, groundwater levels, and flood risk to guide site preparation. Land clearing, grading, erosion control, and road construction will begin early, setting the stage for the foundation work. A professional team of civil, electrical, and mechanical engineers will oversee these critical preparations.
The water treatment facility itself will follow a detailed process design that includes pre-treatment, filtration, disinfection, and post-treatment steps. Raw water will first pass through a debris-removal intake system before entering the coagulation and flocculation phase.
Sedimentation basins will settle out solids before water is filtered, either through sand or membrane systems. Disinfection will be conducted using chlorine or ozone to remove pathogens, and pH adjustments will be made if necessary. A comprehensive waste management system will ensure that sludge and other waste products are appropriately handled.
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The construction phase will proceed in stages: site preparation, foundation work, structural construction, equipment installation, and final landscaping. Construction is expected to take approximately 12 months. Heavy machinery, specialized equipment (e.g., filtration tanks, disinfection systems), and skilled labor will be employed throughout the process. A detailed timeline and procurement plan will minimize delays, ensuring that all milestones are met on schedule.
A detailed budget will be established, accounting for land acquisition, construction, equipment, and consulting fees. Operating costs, including labor, energy, and maintenance, will also be forecasted. A contingency fund (typically 10% of the overall budget) will be set aside to handle unexpected costs. T o mitigate risks, safety protocols and contingency plans for construction delays and operational failures will be in place, along with redundant systems for critical processes.
Once construction is complete, commissioning and testing will begin. All equipment will undergo rigorous testing, and water quality samples will be taken to ensure compliance with local, state, and federal guidelines. During this phase, staff will be trained to operate and maintain the facility, with an emphasis on safety, regulatory compliance, and efficiency. SCADA systems will be implemented for real-time monitoring, with alarms in place to detect potential issues.
Finally, the facility will transition to full operations. A comprehensive operational plan will guide daily activities such as water testing, chemical dosing, and equipment maintenance.
Preventative maintenance schedules will ensure the longevity of equipment, and a dedicated spare parts inventory will be maintained. T o foster community engagement, public tours and meetings could be held to educate the local population on water conservation and the environmental benefits of the facility.
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Contractor Personnel
Experience and References
Qualifications & Experience Document
This document includes an assortment of major projects, groups of projects and key skill sets relevant to Civil Infrastructure Installation Services for each of the last three years. Each project reference includes: client/project name, work duration/date, work description.
J & L CONSTRUCTORS INC
DUNS # 080696390
DIR # 1000056885
EPA # P11F9A346000E2E61
CAGE # 9XVT1
LIC # 974212
A, B, C-20, C-53 and HAZ
SBE, WBE, MBE, DBE
Contract awards:
Elsinore Valley Municipal Water District (2024, 2022, 2021, 2020) Lake Hemet Municipal Water District (2022, 2023)
South Coast Water District (2024)
Orange County Fire Authority (2024)
City of Santa Ana (2024)
Lake Elsinore Unified School District (2019)
City of Seal Beach
City of Lake Elsinore
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Project History
Lazy RIver Water Treatment
Wild Rivers, Irvine (2022)
6 Million
Construction of lazy river with chlorine gas injection water treatment facility.
Warren Oil Field Catch Basin Project
(General SGI) (2019)
2 years ($3 Million)
Installation of 35’ deep oil refinery catch basin and water treatment facility. Skill sets include heavy civil work and onsite safety and health standards regulated by BP fuels.
Contact: Brian Muiter
Field Supervisor (951) 219-8043
Pier G Water Line Project
General WE O'neil (2020)
6 Months ($2.5 Million)
Installation of Domestic and Reclaimed Underground Waterlines to supply Pier with water.
Installation of 120” storm drain to new facility inlet. Skill sets included heavy equipment, pipe fitting, grading, export/import and concrete civil work. Installation of 3000 of 12" HDPE water main to water treatment plant.
OCFA Station 41 Taxiway Replacement (2024)
Orange County Fire Authority (OCFA)
3 months total project ($1.5 Million)
Demo and repurposing of 1 acre of asphalt, which includes the removal of 700 tons of existing soil and the import of 1,000 tons of class 2 base. The scope of work also involves trenching and installing two sets of electrical conduits. Repairing an HDPE water line.
Additionally, the project includes the demolition and fabrication of a fuel cell enclosure.
Within the fuel cell enclosure, we extended an HDPE brine line. Three new helicopter pads will be constructed, complete with striping and zoning specifically for Blackhawk helicopters.
The final stages involved applying 2-3 inch lifts of asphalt, paving, grading, striping, and a 130 square yard asphalt pour.
Contact: Julie Samaniego
Office: 714.573.6480, Cell: 949.697.4593
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Single Check Replacement Project Phase 2 & 3 (2021-2022) Lake Elsinore Valley Municipal Water District (EVMWD)
1-year total project ($1.4 Million)
Installation of 41 DCDA’s throughout the city of Lake Elsinore, Wildomar, and Canyon Lake.
Demolition of existing underground single checks, vaults and associated pipeline. Welding of flanges, attachments of fittings and devices to bring above ground. Abandonment of existing vaults and confined spaces. Slurry backfill and PCC slabs for PRW safety. Painting, commissioning, and testing of all installed devices.
Contact: Shawnele Morales
(760) 533-2194, [email protected]
Service Contract
City of Seal Beach
1 year ($600,000)
Repaired and installed HDPE pipeline for reservoir tank located at Seal Beach Naval Yard.
Contact: Garrett Lee Rowan
(562) 447-9640
Ortega Highway Water Main Replacement Project (2020)
EVMWD
6 months ($400,000)
Installation of 2000 LF of 8” C-900 pipeline, valves, fittings, Backflows, fire hydrants, and air vacs. Abandonment of 4” steel main, welding of closed ends. Grading of roadway disturbed.
Paving and striping to restore original conditions.
Contact: Shawnele Morales
Lead Engineer
Annual Water Meter Box Relocation Project-Phase 2 (2024) South Coast Water District (SCWD)
90 days ($292,000)
Abandonment of 21 existing water service laterals and meter box assemblies, installation of 21 new water service laterals and meter box assemblies with all appurtenances at various residences within the City of Laguna Beach.
Contact: South Coast Water District Engineering Department (949) 499-4555
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Water Main Replacement Project and Paving (2022)
Lake Hemet Municipal Water District
0.5-year total project ($250,000)
Installation of 2000 linear feet of 12” C-900 PVC pipe, including 21 water services, 2 fire hydrants, and 1 air vacuum, followed by testing of all installed components.
Contact: Jason Venable
(951) 658-3241, [email protected]
Rosalie Ave and Caroline Ct Water Line Replacement CIP (2023) Lake Hemet Municipal Water District (LHMWD)
3 months ($250,000)
Installation of 8” C-900 waterline. Approximately 800 LF of new line, 4 fire hydrants, 1 air vac, 24 services, and valves. Concrete work and AC paving to finish.
Contact: Jason Venable
Outlets at San Clemente Tesla Supercharger Project
General Potential Electrical (2017)
2 months ($200,000)
Installation of 21 T esla Charging Stations. Skill sets included civil, electrical, pipe fitting, equipment installation, utility avoidance, import/export, and concrete.
Utilities Installation for Elsinore High School (2019)
Lake Elsinore Unified School District
6 months ($100,000)
Installation of a new 12” C-900 water line, valves, and tie-ins, along with a 6” SDR-35 sewer main. Installation of two 4’ diameter manholes with pour-in-place bottoms. Site grading and paving, as well as concrete sidewalk, curb, and gutter repairs.
Contact: Octavio Nava
(323) 213-0887, [email protected]
Balboa Bay Beach Club Transformer Upgrades Project
( S u bJ&L )(2017)
3 months ($100,000)
Installation of Primary and Secondary Edison feeds to docks B, C, and D. Skill sets included electrical, civil, underground structures, and OSHA deep trench shoring. Dewatering as well.
Contact: Mike King
(714) 767-6453, King Electric
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36” Butterfly Valve Replacement Project (2022)
Lake Elsinore Valley Municipal Water District (EVMWD)
1 month ($80,000)
Installation of 36” Butterfly valves cut into 32” RCP Trunk line.
Contact: Shawnele Morelos, P .E., QSD/P Principal Engineer (951) 674-3146 Ext. 8320, Cell: 760-522-9927
On-Call Emergency Asphalt Concrete, Concrete, and Storm Drain Repair Services (2024-current) City of Santa Ana
Contracted for on-call and emergency services for the City of Santa Ana, involving pavement restoration, sidewalk repair, curb and gutter maintenance, grading, and underground storm drain system repairs.
City of Lake Elsinore Service Contract
3 year (with 3 year renewal)
Service and repair of the concrete PRW’s. Abandonment of services. Emergency clearing and grubbing.
Contact: Gus Papagalos
(951) 764-2417, [email protected]
29 Palms Landfill Project
(General ERRG) (2015)
6 months
Installation of New Base Landfill. Skill sets included but not limited to heavy civil work and electrical distribution systems for monitoring station. Installation of HDPE monitoring wells.
TransPak Fireline Repair Project
(General J & L) (2016)
8 months
Installation and repair of primary 18” fireline to industrial park. Skill sets included civil, mechanical, heavy equipment and import/export backfill, along with asphalt paving and concrete paving.
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Key staff resumes
Bryson W. Miller
11 years with company
Chief Financial Officer
Bio: Founder
Bryson, the founder of J & L Constructors Inc. after receiving his Bachelor of Science Degree from La Verne University and completing his senior thesis at USC School of Medicine, immediately took interest in the civil infrastructure industry. With over 15 years of experience in the industry, Bryson looks to take J & L to the forefront of the future, which he believes is the T elecom civil and electrical fields for electric vehicle charging infrastructure. All the while, keeping the company grounded in an industry that will never die, Water, Sewer, and Power.
Certifications:
HAZ certified
Trench Safety Person Deep Slide Shoring Person
Heavy Equipment Operator Certified Environmental Safety Certified D1.1 Welder
Vanessa Miller
11 years with company
Bio: Owner/President
Vanessa comes to J&L as the glue that holds the ship together. Vanessa keeps our paperwork up to date and on track. She manages the day-to-day operations and effectively leads the company.
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Adrian Barahona
5 years with company
Main field contact person.
Bio: Superintendent
Adrian comes to J & L from Hal Hayes Construction as the most decorated employee when it comes to heavy civil and concrete work. Being in the industry over 10 years with names like PAR, Flatiron, Arizona Pipeline and USS Cal to name a few, Adrian was able to get acclimated with vast telecom civil and electrical experience. Much of the success of J & L can be contributed to Adrian.
Certifications:
Gas fitter (poly and steel)
Heavy Equipment Certified Trench Shoring Safety Person D1.1 Welder Joel Navarro
3 years with
company Bio:
Foreman
Joel comes to J & L as the original General Contractor himself. Growing up doing storm drain, pools, lakes, streams, and waterfalls, Joel has over 10 years in the industry of heavy civil work and concrete experience. Working for companies like Living Waters, DeJacomo, and Rock and Waterscapes who collectively designed and build many amusement parks within the California and Washington areas over the last decade.
Certifications:
Trench Safety Person Pipe Fitter
Mason Prep and Finish Cert.
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Aroldo Roldan Gomez
2 years with company
Bio: Laborer
Aroldo or (Rolly) as we call him can dig with the best of them! His expertise doesn’t just end with a 12” blade, rather his intelligence and experience with sewer and water is vast, spreading over 10 years with two major pipeline outfits.
Joseph Valenzuela
11 years with company
Bio: Office Manager
Joseph maintains our integrity and quality control to ensure we are headed in the right direction inside our office based out of Huntington Beach, CA.
Luke Justice
>1 Year with company
Bio: Office Assistant
With a strong background in document management, data entry, and customer service, Luke keeps the computer side of J & L running smoothly. With 4 years of experience in computer science, he is able to maintain our digital records with precision.
Laborers include:
Juan Delgado
2 years with company
Leobardo Hernandez
1 year with company
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Statement of Understanding and Approach Methodology
J&L Constructors Inc. understands the scope of services described in this RFP . Our general approach to addressing repair or services begins with assisting the city in responding to the call. We will respond within 30 min of the call/text and mobilize within one hour for emergency calls. Depending on the scale of the proposed service and repair work, we will mobilize within 24 hours for non-emergency calls. With locations in OC, IE and Riverside County, we can make this possible. Our organization will perform its due diligence of investigations, pictures, real time proposals and any other means necessary for timely and accurate repairs. Please refer to our Contractor Personnel section to fully understand what we are capable of when fully staffed.
Preliminary investigations, due diligence, and research will consist of the following,
● Address the scope of work
● Perform due diligence of taking onsite photos, camera footage and measurements, shooting grades, shooting flow line, ODing pipe etc. ● Compose accurate proposal for services rendered, if required ● Assess materials procurement and or stock supply to be utilized. ● Have job site safety meetings
● Repair and or service affected area per spec and design. ● Bring all areas to original or better condition
● Cleanup and demo
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Scope we are experienced with includes the following,
● Installing, abandoning, relocating, extending, evaluating damages, testing, restoring water service, rehabilitation, repair, and replacement of water system components such as:
○ Waterlines sizing from 4” to 48” in diameter
○ Waterline pipe materials including, Ductile Iron, Cast Iron, Asbestos Cement (ACP), Polyvinyl Chloride, High Density Polyethylene (HDPE) and Steel piping ○ Valves of various types and sizes, typically six to twelve (6 to 12) inches, but up to 48” inches
○ Services ranging from 1” to 8” in diameter
○ Meters, boxes vaults, valves, and substructures of various sizes ○ Backflow devices of various sizes compact and full size ○ Pressure reducing, sustaining, relieving valves of various sizes ○ Welding steel and iron pipe and steel and iron components ○ Vaults of various sizes
○ Fire connections of various sizes
● Installing, abandoning, relocating, extending, evaluating damages, testing, restoring service, rehabilitating, lining, repair and replacement of wastewater/sewer system components such as:
○ Gravity sewer mains pipes including VCP , PVC, AC and lined steel pipe varying in size from 4” to 18”
○ Force mains sizing from 4” to 12” in diameter
○ Laterals of 4” to 8” (four to eight inch)
○ Clean‐outs
○ Vaults/wet wells
○ Valves of various sizes
○ Manholes
○ Installing, abandoning, relocating, extending, evaluating damages, testing,
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rehabilitation, repair, and replacement of storm drain and tide valve components such as:
○ Storm drain piping, including concrete, PVC, AC pipes ○ Junction Structures
○ Catch basins
○ Tide valves and structures
○ Manholes
● Miscellaneous:
○ Excavations and trenching of various depths and sizes ○ Dewatering
○ Grading
○ Disposal of excess materials and spoils
○ Hauling of material (for backfilling and grading)
○ Backfill and compaction.
○ Roadway, alleyway, and sidewalk repairs (asphalt and concrete) ○ Welding on pipe or structures
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J&L is D1.1 certified welders, Hazardous materials removal licensed and equipped for any underground situation encountered.
Equipment List:
● 35G Mini Excavator
○ 289D3 CAT Alterain w/ grinder, broom, forks
● 420 Backhoe CAT
● 5 yard dump
● Chevy 2500 Diesel
● T oyota Tundra Crew Truck
● Ford F-150 Lightning
● Skid Steer
● Traffic Control Signage and Cones
● Equipment Trailers
● Mobile Office
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14.J
&vbm]
bv1-Ѵ+;-uƑƏƐƕŊƑƏƐѶ -|-
Before
Project:
1,2,3-TCP Water Treatment Facility
The City of;l;|ŝvnew 1,2,3-Trichloropropane (TCP) water treatment facility Ѵo1-|;7-|)o_mvom;-m7 "bu0"|ĺwill allow the City to u;-1|b-|;|ob|Ŋom;7;ѴѴv-m7ruob7;-m-77b|bom-ѴѴo1-Ѵvou1;o=_b]_Ŋ t-Ѵb|7ubmhbm]-|;u|_-|bv 1Ѵ;-mķv-=;ķ-m71ov|Ŋ;@;1|b;ĺ m1;or;u-|bom-Ѵķ |_;m;=-1bѴb|bѴѴ|u;-| -rruobl-|;ѴƑķƏƏƏ]-ѴѴomv o=-|;ur;ulbm|;ķ ruo71bm]m;-uѴ ƒlbѴѴbom]-ѴѴomv o=1Ѵ;-m-|;ur;u7-=ou;l;|u;vb7;m|vķ-m7u;vѴ|bm]bm- m;-uѴƑƔr;u1;m|u;71|bom|o |_;b|Ľv u;Ѵb-m1;omru1_-v;7-|;u7;Ѵb;ub;v=uol o|_;u-];m1b;v-mm-ѴѴĺ What is TCP?
$
bv-1om|-lbm-m|v0v|-m1;=om7bmr;v|b1b7;vķr-bm|ķ-umbv_u;lo;uķ-m77;]u;-vbm] -];m|vķ-m7v;7-v -1Ѵ;-mbm]-m7l-bm|;m-m1;voѴ;m|ĺ
Why is this treatment facility needed?
mƑƏƐƕķ |_; -Ѵb=oumb-"|-|;)-|;u!;vou1;v
om|uoѴo-u71_-m];7|_;-11;r|-0Ѵ;Ѵ;;Ѵv o=
$
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1oѴ71omv|u1|-|;u|u;-|l;m|=-1bѴb|b;v|ou;lo;
$
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)-|;u bv|ub1|-m7|u;-|;7ĺ$u;-|;7]uom7-|;ubvruob7;70 |_;
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7;Ѵb;ub;v -u; v0f;1| |o ubvbm]1ov|v|_-| |_;b|_-vmo1om|uoѴo;uĺ $_; b|m;;7v|o7;;Ѵorb|v omu;vou1;v|ovrrѴ;l;m|b|v u;Ѵb-m1;om ru1_-v;7-|;u 7;Ѵb;ub;vĺ $_;ƐķƑķƒŊ$
=-1bѴb|bѴѴ-ѴѴo|_;b||ov;Ѵo1-Ѵ-m7
1ov| ;@;1|b; ]uom7-|;u-v -m-Ѵ|;um-|b;ĺ
[;u
Project:
1 2
3 Purchased Water Deliveries
From Other AgenciesŜ89% Ŝ68%
Treated Groundwater From
City Owned WellsŜ0% Ŝ21%
Recycled Water For
uub]-ঞomŜ11% Ŝ11%
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Where is the facility located?
$_;m;|u;-|l;m|=-1bѴb|bѴѴ 0;Ѵo1-|;7om)o_mvom;ķ-7f-1;m| |o$_; );ѴѴ_u1_m;-u|_;bm|;uv;1|bomo=)o_mvom;-m7"bu0"|ĺ How does the treatment process work?
$_;-|;u|u;-|l;m|ruo1;vvv;vv|-|;Ŋo=Ŋ|_;Ŋ-u|-|;urubC1-ঞomv|;rv|_-| bѴѴ1u;-|;m;-uѴƒlbѴѴbom]-ѴѴomvr;u7-o=Ѵo1-Ѵķ_b]_Ŋt-Ѵb|7ubmhbm]-|;uĺ $_;|u;-|l;m|ruo1;vvCѴ|;uvvou1;-|;u|_uo]_]u-mѴ-u-1ঞ-|;71-u0om Őő|ou;lo;ƐķƑķƒŊ$
ĸl1_Ѵbh;-ub|-CѴ|;uol-_-;om-=-1;|bm
ou_ol;ĺ
b|;ѴѴvrlr]uom7-|;u=uol|_;;l;|tb=;u|o|_;$
|u;-|l;m|rѴ-m|ĺ
)_;m]uom7-|;u-uub;v-||_;|u;-|l;m|rѴ-m|ķb|bv|u;-|;7|_uo]_ -v;ub;vo=CѴ|;uv|ou;lo;$
=uol|_;]uom7-|;uĺ$_;|u;-|;7
-|;ubv|_;m|;v|;7|o;mvu;u;lo-Ѵo=$
ĺ=|u;-|;7-|;u7o;v
mo|l;;| |_;v|-m7-u7ķ|_;rѴ-m|-|ol-ঞ1-ѴѴv_|vo@ĺ m1;|u;-|;7-m7|;v|;7ķ |_;-|;ubv7bv|ub0|;7|o1v|ol;uvĴ 1 2
3 1
2 3
This Treatment
Facility Will:
$
Reduce Reliance
On Purchased Water
Deliveries From Other
Agencies
Enhance Resiliency
During Drought
Provide Source of
Clean, Safe, Drinking
Water to Residents
Save the City Money
of Purchased Water
Delivery Costs
Increase Local,
Sustainable Water
Supplies
Improve Groundwater
Resources
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-7
DESIGNATION OF SUBCONTRACTORS
Name of Subcontractor
and Location of Place
of Business
Description and
Percentage of Work
Subcontractor’s
License No.
DIR Registration
Number
(Bidder to attach additional sheets if necessary)
(PUBLIC CONTRACT CODE §4100 ET SEQ.)
All In One Electric
24740 Meadview Ave.,
Newhall, CA, 91321
All electrical work
20%
493060 1001058523
N2W ENGINEERING
3240 El Camino Real, Suite 200
Irvine, California 92602
N/A N/A
920 Lawrence St.,
Placentia, CA 92870
Paving services
5%
City Service Paving
1000003873502305
Arsenal Well Drilling INC
2126 N PEPPERTREE CT
VISALIA, CA 93291
Drilling services
5%
1017985 1000047814
Calvada Surveying, Inc.
411 Jenks Circle, Suite 205
Corona, California 92878
Surveying
1%
1000007149N/
A
All Engineering
6%
Well Rehab
8%
Best Drilling
1640 W Pellister Rd
Colton, CA 92324
Well Drilling
1%
826672 1000001067
Dudek
605 Third Street
Encinitas, CA 92024
1000007200731744
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-8
DESIGN-BUILDER CERTIFICATIONS
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
The undersigned Bidder certifies to Owner as set forth in sections 1 through 10, below.
STATEMENT OF CONVICTIONS
By my signature hereunder, I hereby swear, under penalty of perjury, that no more than one final, unappealable finding of contempt of court by a Federal Court has been issued against Bidder within the past two years because of failure to comply with an order of a Federal Court or to comply with an order of the National Labor Relations Board.
CERTIFICATION OF WORKER’S COMPENSATION INSURANCE
By my signature hereunder, as the Design-Builder, I certify that I am aware of the Labor Code Section 3700, which requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisio ns before commencing the performance of the work of this Contract.
Please note that the submittal of this certificate does not relieve Design-Builder from complying with all of the insurance requirements of the Public Works Agreement and Contract Documents.
CERTIFICATION OF PREVAILING WAGE RATES AND RECORDS
By my signature hereunder, as the Design-Builder, I certify that I am aware of Labor Code Section 1773, which requires the payment of prev ailing wage on public projects. Design-Builder and any subcontractors under the Design-Builder shall comply with Labor Code Section 1776 regarding wage records, and with Labor Code Section 1777.5 regarding the employment and training of apprentices. Design-Builder is responsible to ensure compliance by any and all subcontractors performing work under this Contract.
CERTIFICATION OF COMPLIANCE WITH PUBLIC WORKS CHAPTER OF LABOR CODE By my signature hereunder, as the Design-Builder, I certify that I am aware of Labor Code Sections 1777.1 and 1777.7 Code, and Design-Builder and Subcontractors are eligible to bid and work on public works projects.
CERTIFICATION OF NON-DISCRIMINATION
By my signature hereunder, as the Design-Builder, I certify that there will be no discrimination in employment with regard to race, color, religion, gender, sexual orientation, age or national origin; that all federal, state, and local directives and executive orders regarding non- discrimination in employment will be complied with; and that the principal of equal opportunity in employment will be demonstrated positively and aggressively.
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-9
CERTIFICATION OF NON-DISQUALIFICATION
By my signature hereunder, as the Design-Builder, I swear, under penalty of perjury, that the below indicated Bidder, any officer of Bidder, or any employee of Bidder who has a proprietary interest in such Bidder, has never been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local government project because of a violation of law or safety regulation, except as indicated on the separate sheet attached hereto entitled “Previous Disqualifications.” If a statement of “Previous Disqualifications” is attached, please explain the circumstances.
CERTIFICATION OF ADEQUACY OF CONTRACT AMOUNT
By my signature hereunder, as the Design-Builder, pursuant to Labor Code Section 2810(a), I certify that, if awarded the Contract based on the undersigned’s Bid, the Contract will include funds sufficient to allow the Design-Builder to comply with all applicable local, state, and federal laws or regulations governing the labor or services to be provided. I understand that Owner will be relying on this certification if it awards the Contract to the undersigned.
CERTIFICATION REGARDING DIR DESIGN-BUILDER / SUBCONTRACTOR REGISTRATION By my signature hereunder, as the Design-Builder, I certify that Design-Builder, and all listed Subcontractors are the subject of current and active Design-Builder registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code.
Design-Builder’s registration number is [please complete] _____________________.
Subcontractors’ registration numbers are as indicated in Document 00 4314.
BIDDER:
Signature of Bidder Date Signature of Bidder Date
Print name and title Print name and title
(If the Bidder is a corporation, two signatures of corporate officers are required.) 080696390
Bryson Miller, Chief Financial Officer
R
:
Vanessa Miller, Chief Executive Officer
10/21/2024 10/21/2024
Signature of
Bidder
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-10
LEVINE ACT DISCLOSURE STATEMENT
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits City Officers from participating in any action concerning a license, permit, other entitlement for use, franchise, or contract (co llectively “license, permit, or cont ract”) if they receive political contribution(s) from a party, or its agent(s), totaling more than $250 within the twelve (12) months before the proceeding, while a proceeding is pending, and for twelve (12) months following the date of a final decision in a proceeding. City Officers include City elected or appointed officers, their alternates, and any candidate for elective office.
Parties and their Agents are responsible for reviewing and disclosing their applicable contributions to City Officers on the record of a proceeding.
As a party to a proceeding, you are also required to provide information below about contributions made by you, your agents on behalf of you or your organization, your organization subject to the proceeding with the City, and any organization you direct or control pursuant to the aggregation rules at FPPC Reg. § 18438.5, exce pt for uncompensated officers of a nonprofit organization. This form is to be submitted to the City and is a public record. If you have any questions about this form, please contact your City representative for assistance.
1. Have you or your organization, or any agent on behalf of you or your organization, or any organization you direct or control made any political contributions of more than $250 to any City Officer in the 12 months preceding the date of the submission of your proposals or the anticipated date of any City Council, Board, or Commission action related to this license, permit, or contract?
YES NO
If yes, please complete the table on the following page. If needed, please continue on additional pages.
Officer Name Payee Name Payment Date Payment Amount
2. Do you or your organization, or any agency o n b e h a l f o f y o u o r y o u r o r g a n i z a t i o n , anticipate or plan to make any political contribution of more than $250 to any City Officer in the 12 months following any City Council, Board, or Commission action related to this license, permit, or contract?
N/A
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-11
YES NO
If yes, please identify the City Officer(s):
Officer Name Payee Name Payment Date Payment Amount
Answering yes to either of the two questions above does not preclude the City from awarding a license, permit, or contract to your organization or any taking any subsequent action related to the said license, permit, or contract. It does, howe ver, preclude the identified City Officers from participating in any actions related to this license, permit, or contract. ______________________________________________________________________________ (Date) (Printed Name/Title of Authorized Representative) (Name of business/legal entity) ___________________________________
(Signature)
You must submit a supplemental form if you make any new reportable contribution(s) while the contract, license, permit, or other entitlement is being considered.
N/A
(Date))e))e)))e)e)e)e)e)e)e)e))e)e))e)e)e))))))
(Pr
_________________________________________________________________________________________ _ (Signature)
Bryson Miller, Chief Financial Officer J&L Constructors Inc. 10/21/2024
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-12
LEVINE ACT DISCLOSURE STATEMENT
DEFINITIONS
Term Definition Law
Covered
"proceedings"
A proceeding to grant, deny, revoke, restrict,
or modify a license, permit or other entitlement
for use, that does not solely involve purely
ministerial decisions and is:
(1) Applied for by the party;
(2) Formally or informally requested by the
party; or
(3) A contract between the agency and the
party or a franchisee granted by the agency to
the party, other than a contract that is
competitively bid, a labor contract, or a
personal employment contract.
FPPC Reg 18438.2(a)
Party
Any person who files an application for, or is
the subject of, a proceeding involving a
license, permit, or other entitlement for use.
Gov. Code
84308(a)(1)
Participant
Any person who is not a party but who actively
supports or opposes a particular decision in a
proceeding involving a license, permit, or other
entitlement for use and who has a financial
interest in the decision. A person actively
supports or opposes a particular decision in a
proceeding if that person lobbies in person the
officers or employees of the agency, testifies
in person before the agency, or otherwise acts
to influence officers of the a
gency.
Gov. Code
84308(a)(2)
FPPC Reg 18438.4
Agent
A person who represents a party or participant
for compensation and appears before or
otherwise communicates with the
governmental agency for the purpose of
influencing the pending proceeding. See
FPPC Reg 18438.3 for exceptions for certain
consultants.
FPPC Reg 18438.3
Competitively Bid
A contract required by law to be awarded to
the lowest responsible bidder with a
responsive bid, or, if the successful bidder
refuses or fails to execute the contract, to the
next lowest bidder with a responsive bid.
FPPC Reg
18438.2(a)(3)(A)
Labor Contract
A contract or agreement reached through
collective bargaining or with a representative
group regarding the salary, benefits, or terms
and conditions under an employment or
retirement policy for employees or retirees,
including a project labor agreement entered
under Public Contract Code Section 2500.
FPPC Reg
18438.2(a)(3)(B)
14.J
Wells 15 & 16 Treatment Plant
CIP No. 5717 DESIGN-BUILD PROPOSAL FORM CONT.
AC-13
Personal
Employment
Contract
A contract for employment, including the terms
and conditions of employment, between the
agency and an agency employee. A contract
with an independent contractor is NOT a
personal employment contract.
FPPC Reg
18438.2(a)(3)(C)-(D)
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ESTIMATE
Prepared For
Design Build Water Wells 15 & 16
Treatment Plant - CIP 5717
510 E Florida Ave
Hemet , CA 92543
(951) 765-2348
J&L Constructors Inc.
Environmental Engineering Contractor - A,B,C-20,HAZ,
10062 Cynthia Dr.
Huntington Beach, CA 92646
Phone: +714-93 1-9367 ext 2
Email: [email protected]
Web: jandlcon.com
Estimate # 680359
Date 10/21/2024
Business / Tax # LIC #974212
Description Total
Design Build Cost Detail $4,500,000.00
Well #16 Upgrades and Pump House
1.25M
Well #16-#15 Pipeline
1.25M
Well #15 Upgrades and GAC Treatment Facility
2M
Alternate Bid Item below.
Well #15 and #16 Rehab
500K
Detailed Bid Items are also listed by Design Team in the Bid Package attached. As far as detailed bid items for construction points we will not know exact quantities until after Design phase and ca
n be more exact on bid items addressed.
14.J
Subtotal $4,500,000.00
Total $4,500,000.00
NO EXCEPTIONS ON PAYMENT TERMS AS OUTLINED ON INVOICE ABOVE.
14.J
Severability:
If any provision of this Agreement shall be in violation of any applicable law or unenforceable for any reason, the invalidity or unenforceability of any provision shall not invalidate or render unenforceable any other provision hereof, which other provisions shall remain in full force and effect.
Attorneys’ Fees:
Should any litigation be commenced between the parties hereto or their personal representa tives concerning any provision of this Agreement or the rights and duties of any person in relation thereto, the party prevailing in such litigation shall be entitled to, in addition to such other relief that may be granted, a reasonable sum as and for their or his or its attorney’s fees in such litigation.
Entire Agreement:
This Agreement contains the entire agreement between the parties hereto, and supersedes any prior w ritten or oral agreement between said parties concerning the subject matter contained herein. There are no representations, agreements, arrangements or understandings, oral or written between and among the parties hereto, relating to the subject matter contained in this Agreement, which are not fully expressed herein.
Limitations:
Neither party to this Agreement shall commence any action, whether at law or in equity, arising from or related to this Agreement, the Work or, Additional Work, if a ny, against the other party, more than one (1) year after the Final Inspection.
Applicable Law:
This Agreement shall be construed, performed and enforced in accordance with the laws of the State of California. J & L will strictly adhere to the policies and procedures here in set forth in accordance with California Code, Government Code - GOV § 4216.
Repair of Work:
Should the client and or the purchaser of this agreement desire for a ny repairs of completed
work J & L Constructors Inc. will maintain the right to repair mistakes in the craftsmanship of its work before any other contractor is chosen or deemed fit to proceed with such work. In the case