P2560001_Cmplt_Agrmnt_SAMPLE_2nd.pdf
PDF 6 MB Posted
- Solicitation number
- 0000035013
- Issued by
- Imperial County, Imperial City, Newcastle CDP, Imperial Beach City, California
About this file
This is a state contract for Water Treatment Plant Operations, Repair & Maintenance issued by the California Department of Fish and Wildlife (CDFW) for the Imperial Wildlife Area located in Niland, California. The contract covers quarterly inspection, maintenance, and servicing of a Domestic & Irrigation Water Treatment Facility, with work to be performed at 8700 Davis Road. The contract term runs from CDFW approval through June 30, 2028. The contractor must possess valid California State Water Resources Control Board certifications, specifically a D1 or higher Water Distribution Operator Certificate and/or a T2 or higher Water Treatment Operator Certificate. Additionally, the contractor must hold a valid contractors license in General Engineering, Water Conditioning, or Plumbing.
The contract is structured with three primary budget components: Inspection and Maintenance Services (12 quarterly visits over 3 years), Foreseeable Repair Services, and Unforeseeable Repair Services. While the total contract amount is to be determined (TBD), it will include provisions for regular maintenance, potential equipment replacements, and emergency repairs. The contractor will be responsible for all labor, materials, tools, equipment, and incidentals necessary to ensure the water treatment system continues to function properly and safely. The contract includes specific requirements for reporting, water quality monitoring, and compliance with various state and federal regulations, including prevailing wage standards and nondiscrimination provisions.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| P2560001_Bid_Documents_2nd.pdf | ||
| P2560001_IFB_Specifications_2nd_signed.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STATE OF CALIFORNIA - DEPARTMENT OF GENERAL SERVICES
STANDARD AGREEMENT
STD 213 (Rev. 04/2020)
AGREEMENT NUMBER
P2560001 PURCHASING AUTHORITY NUMBER (If Applicable)
SCO ID: 3600-P2560001
1. This Agreement is entered into between the Contracting Agency and the Contractor named below:
CONTRACTING AGENCY NAME
California Department of Fish and Wildlife (CDFW)
CONTRACTOR NAME
TBD
2. The term of this Agreement is:
START DATE
Upon CDFW Approval (if under $50,000.00) or DGS Approval (if $50,000.00 or more)
THROUGH END DATE
June 30, 2028
3. The maximum amount of this Agreement is:
TBD
4. The parties agree to comply with the terms and conditions of the following exhibits, which are by this reference made a part of the Agreement.
Exhibits Title Pages
Exhibit A Scope of Work 9
Exh A, Attch 1 Operator's Duties 4
Exh A, Attch 2 System Diagram 4
Exh A, Attch 3 Electrical Diagram 2
Exh A, Attch 4 Sample Service Log 1
Exhibit B Budget Detail and Payment Provisions 5
Exhibit C * General Terms and Conditions (02/2025) *
Exhibit E Federal Provisions (Federal Funds) 4
Exhibit G Additional Provisions (Public Works) 19
Std 18 Standard California Nondiscrimination Construction Contract Specifications 2 Items shownwith anasterisk (*), are hereby incorporated by reference andmadepart of this agreement as if attachedhereto.
These documents can be viewed at https://www.dgs.ca.gov/OLS/Resources
INWITNESSWHEREOF, THIS AGREEMENTHAS BEENEXECUTEDBY THE PARTIES HERETO.
CONTRACTOR
CONTRACTOR NAME (if other than an individual, state whether a corporation, partnership, etc.)
TBD
CONTRACTOR BUSINESS ADDRESS CITY STATE ZIP
PRINTED NAME OF PERSON SIGNING TITLE
CONTRACTOR AUTHORIZED SIGNATURE DATE SIGNEDSAM
PLE
STATE OF CALIFORNIA - DEPARTMENT OF GENERAL SERVICES
STANDARD AGREEMENT
STD 213 (Rev. 04/2020)
AGREEMENT NUMBER
P2560001 PURCHASING AUTHORITY NUMBER (If Applicable)
SCO ID: 3600-P2560001
STATE OF CALIFORNIA
CONTRACTING AGENCY NAME
California Department of Fish and Wildlife
CONTRACTING AGENCY ADDRESS
1010 Riverside Parkway
CITY
West Sacramento
STATE
CA
ZIP
95605
PRINTED NAME OF PERSON SIGNING
Yujie Jin
TITLE
Branch Chief, Land and Facilities Engineering
CONTRACTING AGENCY AUTHORIZED SIGNATURE DATE SIGNED
CALIFORNIA DEPARTMENT OF GENERAL SERVICES APPROVAL EXEMPTION (If Applicable) SCM Vol. 1, Sec. 4.04(A)(2) if under $50,000.00
SAM
WATER TREAMENT PLANT OPERATIONS, REPAIR & MAINTENANCE P2560001
CONTRACTOR (TBD)
EXHIBIT A – SCOPE OF WORK
2/6/2025 A1 of A9
1.
2.
3.
4.
5.
6.
Description:
The Contractor will provide to the California Department of Fish and Wildlife (CDFW): labor, materials, tools, equipment, and incidentals necessary for quarterly inspection, maintenance, and servicing of a Domestic & Irrigation Water Treatment Facility, in accordance with the specifications, terms, and conditions contained herein. All inspection and maintenance work will ensure that the equipment continues to function properly and safely.
Location of Services:
The services will be performed at Imperial Wildlife Area (IWA): 8700 Davis Road, Niland, CA, Imperial County, 92257.
Contract Term:
Upon CDFW Approval (if under $50,000.00) or DGS Approval (if $50,000.00 or more) through June 30, 2028.
License Required:
Bidders must have both of the following valid certifications issued by the California State Water Resources Control Board (SWRCB):
• D1 or higher Water Distribution Operator Certificate, and/or
• T2 or higher Water Treatment Operator Certificate
Additionally, bidders must possess or list subcontractors holding valid licenses issued by the California Contractors State License Board (CSLB) in one of the following trades:
• A – General Engineering Contractor, OR
• C55 – Water Conditioning Contractor, OR
• C36 – Plumbing Contractor
Contractor Minimum Qualifications/Requirements:
Under the Surface Water treatment Rule, Chapter 17 of Division 4 in Title 22 of the California Water Code, the Imperial Wildlife Area Domestic Water Treatment Plant is required to be operated by plant operators in possession of a valid California Grade 2 Water Treatment Certification. The Contractor must also possess a valid D1 or higher Water Distribution Operator Certificate and/or valid T2 or higher from the California State Water Resources Control Board (SWRCB) throughout the term of the agreement.
Hourly rates for unforeseeable repair services stipulated on the Exhibit B will be limited to actual on-site time. Travel time will not be reimbursed.
2/6/2025 A2 of A9
7. The Project Officials during the term of this agreement will be:
CDFW Contract Coordinator Contractor Project Director Name: Kris Philippon Name: XXX Contractor Phone: (909) 948-9632 Phone: (XXX) XXX-XXXX Email: Kristin.Philippon@wildlife.ca.gov Email: XXXXXXXXXX
CDFW Contract Manager Name: Cris Crecelius Phone: (760) 636-6118 Email: Cristopher.Crecelius@wildlife.ca.gov
8. Codes & Regulations:
All work is to be performed in accordance with the Standard Specifications as stated below, except as provided in the General Conditions and the following:
State and Federal Codes:
1. 2022 California Administrative Code (CAR), [California Code of Regulations (CCR), Title 24, Part 1]
2. 2022 California Building Code (CBC), Volumes 1, and 2, (CCR, Title 24, Part 2)
(Based on 2021 International Building Code)
3. 2022 California Residential Code (CRC), (CCR, Title 24, Part 2.5), (Based on 2021
International Residential Code)
4. 2022 California Electrical Code (CEC), (CCR, Title 24, Part 3) (2021 NEC)
5. 2022 California Mechanical Code (CMC), (CCR, Title 24, Part 4) (Based on 2021
Uniform Mechanical Code with 2021 California Amendments)
6. 2022 California Plumbing Code (CPC), (CCR, Title 24, Part 5) (Based on 2021
Uniform Plumbing Code)
7. 2022 California Energy Code, (CCR, Title 24, Part 6)
8. 2022 California Historical Building Code, (CCR, Title 24, Part 8)
9. 2022 California Fire Code (CFC), (CCR, Title 24, Part 9) (Based on 2021
International Fire Code)
10. 2022 California Existing Building Code, (CCR, Title 24, Part 10), (Based on the 2021
International Existing Building Code)
11. 2022 California Green Building Standards Code, (CCR, Title 24, Part 11).
12. 2022 California Referenced Standards Code, (CCR, Title 24, Part 12);
NFPA 13 - Automatic Sprinkler Systems w/ CA Amendments 2022 Edition NFPA 14 - Standpipe Systems w/ CA Amendments 2019 Edition NFPA17a - Wet Chemical Systems 2021 Edition NFPA 20 - Stationary Pumps 2019 Edition NFPA 24 - Private Fire Mains w/ CA Amendments 2019 Edition NFPA 72 – National Fire Alarm Code w/ CA Amendments 2022 Edition NFPA 2001 – Clean Agent Fire Extinguishing Systems 2018 Edition w/ CA Amendments Reference code section for NFPA standards are in 2022 CBC Chapter 35 or
SAM
PLE
mailto:Kristin.Philippon@wildlife.ca.gov mailto:Cristopher.Crecelius@wildlife.ca.gov
2/6/2025 A3 of A9
2022 CFC Chapter 80. See Chapter 35 for State California amendments to NFPA standards.
13. Reference Code Sections for Applicable Standards;
2022 CBC, Chapter 35 2022 CFC, Chapter 80
14. Title 8 California Code of Regulations (CCR), CAL/OSHA Regulations-Safety Orders issued by Division of Industrial Safety of the State of California
15. Title 19 CCR., Public Safety, State Fire Marshall (SFM) Regulations, List of Federal
Codes & Standards (if applicable)
16. American with Disabilities Act (ADA), Title II or Title III
17. 2022 California Access Compliance Advisory Reference Manual (As prepared by the
Division of the State Architect Office, published on January 1, 2021, effective July 1, 2021)
18. Department of Transportation (DOT) Standard Specifications and/or Plans; State of California, DOT, 2022
19. Underwriters Laboratories, Inc. (UL Standards)
Additional Codes:
1. American Concrete Institute (ACI), Latest Edition
2. American Society for Testing and Materials (ASTM), Latest Edition
3. Steel Construction Manual, American Institute of Steel Construction, (AISC), 15th
Edition
4. American Welding Society, AWS
5. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)
9. Insurance Requirements:
The Contractor will be required to supply proof of and maintain liability coverage as outlined in
Exhibit G, Insurance, Item 12B – Insurance Requirements of this agreement. These policy types include:
• Commercial General Liability
• Automobile Liability
• Worker’s Compensation and Employer’s Liability
❖ The above policies must each be endorsed to include “The State of California, its officers, agents and employees as additional insured but only with respect to work performed under the Contract”.
10. Bond Requirements:
Contractor will be required to supply bonds as outlined in Exhibit G, Item 13 – Contract Bonds which is attached hereto and will be part of the resulting agreement. The bond(s) required for this Agreement include:
2/6/2025 A4 of A9
• Payment Bond required if contract cost is $25,000 or more.
• Performance Bond required if contract cost is $10,000 or more.
11. Quality Control:
The Contractor will be responsible for the completeness of the contract work. The Contractor will be responsible for the progress of the contract work until final completion and acceptance of same by the State and will make such checks on the work as may be necessary to assure conformance with these specifications.
12. Work Schedule:
Inspection/Maintenance Services will be provided during normal working hours (Monday through Friday from 7:00 a.m. to 4:00 p.m., excluding state holidays).
The Contractor will be required to call the CDFW Facility Manager and make an appointment to perform the maintenance at least three (3) days in advance. The Contractor will check in with CDFW Facility Manager or CDFW designee upon arrival and check out when the work is completed.
13. Clean Up and Disposal of Refuse:
Upon completion of each maintenance/service activity under this contract, the Contractor must remove all remaining excess materials, waste, rubbish, debris, temporary facilities, and other equipment from the site. Final approval of the work done under these specifications will not be given until the final cleanup meets approval of the CDFW Facility Manager or CDFW designee.
14. Restoration of Improvements:
Any damage to existing facilities, structures or improvements caused by the Contractor, the Contractor’s equipment, or the Contractor’s staff during the term of this contract, will be repaired and restored to as good a condition as existed at the time work commenced at the Contractor’s own expense.
15. Inability to Provide Services:
If the Contractor is temporarily unable to provide services as required, CDFW reserves the right to accomplish the work by other means during the period of the Contractor’s inability to provide services and will be reimbursed by the Contractor for any costs.
16. Accidents/Damages:
Damage caused to the equipment covered herein due to fire, abuse, act of God, accident, unauthorized alterations, disasters, the elements, failure of electrical power, misuse, use of unauthorized agents, vandalism or negligence by the State or its officers, agents, or employees are not covered by this agreement except on a time and material basis. Such repairs will be performed by the Contractor at the Contractor’s current, published rates at the
2/6/2025 A5 of A9 time service is required, but only after the Contractor has made an estimate of all costs involved and written documentation has been provided to the Institution Contract Liaison or designee.
17. Exclusions:
Excluded are painting or refinishing of equipment, and the furnishing of supplies, accessories, or devices of any nature, except such items or equipment as may be necessary for the maintenance of the equipment. This agreement does not include service, repair, or replacement of parts required as a result of accident, neglect, abuse, misuse, alteration of equipment, or other improper operation, including but not limited to operation of equipment outside of its specified environmental conditions.
18. Guarantee:
See Exhibit G, (Additional Provisions, Public Works) Item 54, Guarantee.
19. Repair Services:
A. Contractor will provide any necessary repair services upon request from the CDFW Contract Manager or CDFW Designated Representative.
B. Contractor will provide repair services required to keep the equipment fully operational in accordance with manufacturer’s standards. Repair services will include labor, materials, tools, equipment, taxes and incidentals necessary for repairs to Domestic Water Treatment Plant for facility buildings, infrastructure and CDFW owned residences.
C. Foreseeable Repairs will be paid by CDFW at the Contractor’s Repair Service-Hourly
Rates, specified in Exhibit B, Line-Item Budget, Table 2, Foreseeable Repair Services.
Equipment and parts are referenced in Attachment 2 of Exhibit A.
D. Unforeseeable Repairs will be paid by CDFW at the Contractor’s Repair Service-Hourly
Rates, specified in Exhibit B, Line-Item Budget, Table 3, Unforeseeable Repair Services.
E. Contractor will respond to requests for repair service within one (1) business day of notification by the CDFW Contract Manager or CDFW Designated Representative.
F. Contractor will make every attempt to complete repairs the same business day. When a part(s) must be ordered that will delay completion of repairs the same working day, Contractor shall inform the CDFW Contract Manager or CDFW Designated Representative immediately.
G. Contractor will provide a legible, detailed proposal to repair the equipment. This will include the parts required, cost per item, substantiation of Manufacturer's Suggested Retail Price (MSRP), the estimated number of hours required to complete the repairs, and applicable sales tax. This will include which equipment is being repaired (unit number with serial number). The proposal will be given to the CDFW Contract Manager for review. All repairs will require prior approval by the CDFW Contract Manager.
2/6/2025 A6 of A9
H. Repairs necessitated by faulty equipment, provided, and installed by Contractor, improper maintenance procedures, and/or Contractor’s negligence or error shall be the responsibility of Contractor.
I. All work will meet the applicable codes referenced herein and will be completed by the
Contractor provided they have the appropriate license. Repairs outside the scope of the Contractor’s license shall be by Sub-contractors with the appropriate Contractor’s licenses and shall adhere to the rules governing subcontracting. See Exhibit G; 9. Use of Sub-contractors.
20. Urgent Repairs:
A. Contractor will provide any necessary urgent repair services upon request from the CDFW Contract Manager or CDFW Designated Representative.
B. Contractor must respond to requests for urgent repair services within twenty-four (24) hours of notification by the CDFW Contract Manager or CDFW Designated Representative.
C. When possible, urgent repairs will be performed during normal business hours as specified herein. Contractor will provide repairs on overtime basis only when absolutely necessary.
D. The CDFW Contract Manager or CDFW Designated Representative may, at their discretion, allow access to the equipment outside of normal business hours when necessary.
E. Urgent services provided by the Contractor, will be charged at the Contractor’s urgent
Repair Service-Hourly Rates, specified in Exhibit B, Line-Item Budget, Table 3, Urgent Repair Services.
F. When calculating Urgent Repair costs relative to Foreseeable Repairs, the hourly rate will be as identified in Exhibit B, Line-Item Budget, Table 3, Unforeseeable Repair Services.
All other costs will be billed consistent with Table 2, Foreseeable Repair Services.
G. Any urgent repair services provided will be completed the same business day. When a part(s) must be ordered that will delay completion of repairs the same business day, Contractor will inform the CDFW Contract Manager or CDFW Designated Representative immediately.
H. Contractor will provide a legible, detailed proposal to repair the equipment. This will include the parts required, cost per item, substantiation of MSRP, the estimated number of hours required to complete the repairs, and applicable sales tax. This will include which equipment is being repaired (unit number with serial number). The proposal will be given to the CDFW Contract Manager for review. All repairs will require prior approval by the CDFW Contract Manager.
2/6/2025 A7 of A9
I. Repairs necessitated by faulty equipment, provided, and installed by Contractor, improper maintenance procedures, and/or Contractor’s negligence or error shall be the responsibility of Contractor.
J. All work will meet the applicable codes referenced herein and will be completed by the
Contractor provided they have the appropriate license. Repairs outside the scope of the Contractor’s license shall be by Sub-contractors with the appropriate Contractor’s licenses and shall adhere to the rules governing subcontracting. See Exhibit G; 9. Use of Sub-contractors.
21. Inspection and Maintenance Requirements:
Provide repair service as requested by Contract Manager. All services to be provided as indicated in Exhibit B – Budget Detail – Inspection and Maintenance Section.
The Contractor will inspect and service the following equipment on a quarterly basis:
Type
Make
Model Number
Serial Number
Location
Water Filtration System
Pure Aqua, Inc. TW-7.5K-540 0012726
Water treatment building; West side of property
Pump Goulds C48AA33A06 06922CH Water Treatment Building
Pump Baldor JML1409T F2003163729 Water Treatment Building
Air Compressor Schrader Bridgeport NAC82-4256-VAT 139651 Irrigation Water
Shed Pump Baldor JMM3711T F1207201490 Irrigation Shed Pump Baldor EJMM3711T F2103195963 Irrigation Shed
The Contractor will inspect and maintain the above listed equipment as follows:
• The Contractor shall provide contractual operation of plant as outlined in the plant’s
“Operation and Maintenance Manual,” Section IV, Operator’s Duties (Exhibit A, Attachment 1). Routine maintenance of the water plant’s equipment and various components shall be performed per the “Operation and Maintenance Manual.” The Contractor shall update the “Operations and Maintenance Manual” to reflect any equipment changes, procedural changes for plant operations and System Emergency Contacts information for the plant.
• A contracted operator should be onsite a minimum of once quarterly. On-site visits should be no less than two (2) hours. The work performed each visit shall be recorded in the plant’s operator’s logbook, which shall be kept on-site. The log shall contain the date of maintenance performed.
• The Contractor shall produce quarterly summary sheets that include:
2/6/2025 A8 of A9 o Reports on equipment calibration, water chemistry profile, water production, chemical inventory, water demand, and quality. See Attachment 4, Sample Service Log, for additional information;
o Flow readings and reagent mixing volumes per visit;
o County Compliance reports along with any other required Imperial County
Public Health Department testing or monitoring; and o Testing and monitoring reports shall be submitted to the Contract Manager at
Imperial Wildlife Area located at 8700 Davis Road, Niland, CA 92257 quarterly, by the tenth (10th) day of the following month and as needed to comply with the County Health Department.
• The Contractor shall monitor the backwash effluent from the adjacent septic tanks for arsenic, total dissolved solids, and pH every six (6) months. Analysis results shall be reported within thirty (30) days of the end of each six(6)-month period. (December and June).
• The Contractor shall monitor raw water and treated water quarterly for arsenic along with monitoring of treated water for coliform bacteria, results to be reported by the tenth day of the following month.
• The Contractor will continue to manually back flush the filters, for about thirty (30) minutes, or as conditions warrant.
• The Contractor shall respond in a timely manner (within twelve (12) hours of notification) of plant failure in order to troubleshoot, correct or, or diagnose repairs needed to bring plant to full operational status. The Contractor shall maintain all system alarms and safety feature capabilities to either meet or exceed state regulations.
• The Contract will provide routine maintenance of the water plants equipment and various components per “Operation and Maintenance Manual,” Section IV, Operator’s Duties (Exhibit A, Attachment 1).
• The Contractor shall update the “Operations and Maintenance Manual” to reflect any equipment changes, procedural changes for plant operations and System Emergency Contacts information for the plant. The Contract Manager shall be advised prior to any changes.
• The Contractor will be responsible for purchasing and supplying the needed chemicals and reagents to ensure the plants proper operation, this includes but is not limited to: ferric chloride, antiscalant, clarifloc C2015, chlorine, and free chlorine reagent.
• The Contractor will physically inspect all treatment vessels once a year. This inspection shall consist of the routine inspection of the media for mud balls, short-circuiting, destratification of medias, etc. and corrective actions taken as needed for the normal operation of the plant.
• The Contractor shall obtain and install any materials, parts, and safeguards as part of routine maintenance to maintain efficient and reliable operations.
A logbook will be kept on site to be maintained by the Contractor. The log must contain the date of maintenance performed. In addition, the log must contain the records of any maintenance parts used on equipment to maintain operability. This will include date of entry, individual making entry, make, brand, model number, name plate data, manufacturer’s maintenance literature, and parts breakdown.
2/6/2025 A9 of A9
22. Parts Replacement:
This agreement will include replacement of any part that becomes worn or inoperable, or that otherwise affects the equipment’s operability in any way. A published price list for parts shall be submitted with the contractor’s invoice to the State.
Parts replaced by the Contractor under this Agreement shall be new, factory manufactured, or equivalent to manufacturer’s standards.
Contractor must notify the Contract Manager or designee prior to ordering and/or installing the part. A written estimate of the required part(s) must be submitted to the CDFW Contract Manager or designee and approved before replacement.
The Contractor will be required to complete a list of material suppliers, sub-contractors and any other vendors, be supplied with the written estimate and a written approval from the CDFW Contract Manager. Additionally, with the invoice, unconditional lien releases from all listed, suppliers, sub-contractors, and vendors shall be supplied before the invoice can be approved for payment. If the invoice is received without the supporting unconditional lien releases, it will be disputed. Parts replaced by the Contractor under this agreement shall be new, factory manufactured, or of equivalent quality. Contractor agrees to maintain an adequate supply and/or be able to obtain within a reasonable amount of time any necessary replacement parts in order to perform repairs and maintenance in a timely manner.
Consumables and other supply items are hereby excluded. Any parts that have been replaced become the property of CDFW.
23. Prime Contractor Labor Rates:
Contractor labor rates as shown on Exhibit B, Item 4; Budget Detail applies only to the Prime Contractor and their employees while working on site.
DOMESTIC WATER TREATMENT PLANT OPERATIONS & MAINTENANCE P2560001
EXHIBIT A, ATTACHMENT 1 – OPERATOR’S DUTIES
Operation and Maintenance Manual, Section IV, Operator’s Duties
1. Holding Tank Volume
The approximate level of water in the system holding tank is to be observed and recorded on the System Multi-Tech Data Sheet each time the system is visited by the operator. The level recorded should be estimated to the nearest eight of a volume. (i.e. 1/8, ¼, 7/8, etc.). If the level has fallen below the system activation level and the system is not operating, the operator shall check the System Process Tanks to find the reason for the failure and make all corrections to activate the system as needed.
2. Reagents
The chemical reagents are listed in Section III, Sub-Section 2, Chemicals and Dosages. These solutions are to be mixed on an as needed basis. The frequency of the mixing will depend directly on the amount of water being distributed by the system. Mixtures are accomplished by measuring the amount of Concentrated Chemical and by adding it to each respective Feed Storage Tank. The level in the feed storage tank is then filled to the 45-gallon mark on the tank with water. The amount of concentrated chemical added is dependent upon the Dosage amount that is posted on the tank.
The amount of concentrated chemical used to make the mixture is to be entered on the System Multi- Tech Data Sheet located in the systems daily logbook. The dosage of the solution in the feed storage tanks must be varied by the operator to maintain the desired treated water quality. A Turbidity value of less than 0.5 NTU’s and Residual Chlorine value of approximately 0.5 mg/L in the Holding Tank.
The holding tank value may vary in the direct proportion to the residual chlorine value at the most distant point in the distribution system. (This value must not fall below 0.2 mg/L).
3. Daily Average Turbidity
The operator shall calculate and record the 24-Hour Average Turbidity using only data points recorded when the system has operated. These readings may be found on the Circular Recording Chart located on the Partlow Model 5000 Recorder. The recording Chart is a 7 Day Circular Unit and must be removed and a new chart installed on a weekly basis. Operational instructions may be found in the equipment manual located at the operator desk.
Turbidity is measured by the Hach Model 1720E Inline Turbidimeter which controls the operation of the Multi-Barrier Filtration and treatment System. The backwash cycle on the system is manually activated when the turbidity of the treated water reaches 0.5 NTU’s. The operator shall manually activate the backwash of the system on a regulated basis to assure the optimal operation of the treatment unit. It is suggested that the manual backwash procedure be instituted when the operator observes a rise in the normal turbidity operating level of the system. (Generally, above 0.15 NTU’s)
4. System Residual Chlorine
The operator shall Calculate and Record the 24-Hour Average Residual Chlorine from the Circular Recording Chart located on the Parlow Model 5000 Recorder in conjunction with the daily turbidity readings. Residual Chlorine is measured by the Hach Model CL17 Inline Chlorine Analyzer. The amount of residual chlorine is controlled by the operator, by varying the volume of concentrated Chlorine (Hasachlor, 12.5% Sodium Hypochlorite), mixed in the initial and final disinfection feed storage tanks. It is recommended that the residual chlorine be maintained around 0.5 mg/L in the Distribution Holding Tanks. The residual chlorine should be maintained at a level no lower than 0.2 mg/L at the most distant point in the distribution system.
5. System Regeneration (Backwashing)
The operator shall activate the system backwashing procedure when turbidity of the water being distributed to the distribution holding tanks begins to rise above the normal operating levels. The Multi-Barrier Filtration and Treatment System will typically produce water quality of 0.05 NTU’s to
0.15 NTU’s during the normal operating parameters. The frequency of time between backwashes will vary in direct proportion to the amount of water being used from the distribution system. The operator should initiate a manual backwash when a rise from the normal operating turbidity is observed. The system was originally designed to automatically initiate the backwash procedure when the delivered water reached a turbidity of 0.5 NTU’s or greater, however this feature proved unreliable and has been deactivated. It is not recommended that the operator allow the system to advance to that point if it can be avoided. Each time a manual backwash is performed, the operator shall take a composite sample for TSS analysis.
6. System Water Quality Assurance
The operator shall take and / or perform all Imperial County Health Department required water quality assurance samples for analysis. These include but are not limited to monthly coliform samples to be analyzed by the health department, residual chlorine analysis on an as need basis, annual analysis on raw and treated water, backwash effluent every six months, semiannual calibration of the turbidity and residual chlorine meters and all required water quality analysis as regulated by the Imperial County Health Department.
7. System Vessel Inspections
The operator shall conduct a physical inspection of all vessels contained within the treatment system.
The inspection shall include, but not limited to, the removal of vessel covers, inspection of the filter media, removal of foreign materials and correction of the media for short-circuiting and stratification.
The septic tank, which receives the backwash water, shall be inspected once a year.
8. Equipment Maintenance
The operator shall conduct a visual inspection of the total system each time a visitation is made. The following is a list of the general items to be observed and corrected on an as needed basis:
a. All motors used for pumping or mixing are to be checked for excessive heat or noise.
b. All system piping and valves are to be inspected for corrosion and leakage.
c. All electrical systems are to be inspected for degradation of the insulation and connections.
This includes indicator lights and warning devices.
d. All instruments and associated devices (probes, charts, ink pens, etc.)
e. All associated vessels are to be inspected for corrosion and leakage.
Corrections to the system are to be made when they are observed by the operator. If the corrective action is excessive and / or requires a system shutdown, or the services of an outside contractor, the operator will notify the hatchery manager immediately and only continue with the permission of the manager.
9. General System Information
• Storage Tanks:
Primary: Diameter – 9.54 ft (r = 4.77ft.) Height – 8.0 ft
Volume – 4277 gallons 1 in = 0.083 ft. = 44.37 gallons Secondary: Volume – 2000 gallons (estimated) Hydro-Pneumatic: Volume 1000 gallons Water / Air Ratio – 60 / 40 Pressure Settings: Low-50 psi High-65 psi
• Filtration System:
Maximum – 18.75 GPM (1125 GPH) Measured – 15.66 GPM
• Backwash System:
Stage #1 (Bed Lift Cycle) - 3 Minutes Stage #2 (Scour Cycle) - 7 Minutes Stage #3 (Displacement Cycle) - 3 Minutes Stage #4 (Off Cycle) - 3 Minutes Stage #5 (Rinse Cycle) - 3 Minutes
Total Time 19 Minutes
• Carbon Filter Backwash:
Stage #1 (Backwash Cycle) -10 Minutes Stage #2 (Conditioning Cycle) - 5 Minutes
• Backwash Volumes:
Full System Backwash 2133 Gallons Filter System Only 1483 Gallons Carbon Filter Only 650 Gallons
• Feed Storage Tanks:
Volumes 45 Gallons
• Raw Water Intake Unit:
The unit is located approximately 100 feet was of the main water treatment building.
The unit consists of a 1 ½ inch delivery line with a screened food valve housed inside a small wooden building.
NOTE: The intake unit should be inspected periodically to assure its cleanliness and integrity.
NOTE:
ALWAYS REFER TO THE INCLUDED P&ID, PROJECTIONS,
AND OPERATION MANUALS FOR ADDITIONAL INFORMATION
DETAILING OPERATING PARAMETERS AND CONDITIONS
NECESSARY FOR SAFE AND RELIABLE OPERATION.
THIS DRAWING CONTAINS PROPRIETARY INFORMATION AND DESIGNS OWNED BY PURE AQUA, INC.
PURE AQUA, INC. OWNS ALL PROPRIETARY RIGHTS AND INTELLECTUAL PROPERTY RIGHTS, INCLUDING ANY PATENT RIGHTS, TRADE SECRETS, SALES RIGHTS, MANUFACTURING RIGHTS, DESIGN PROTECTIONS & REPRODUCTION RIGHTS FOR ALL INFORMATION CONTAINED WITHIN THIS DRAWING. USE REGARDING THE SAME IS EXPRESSLY RESERVED BY PURE AQUA, INC.
A
D
K
J
R
F
G
H
I
V
T
U
Y
X
P
Q
W
REVISIONS
REV. REVISON COMMENTS DATE APPROVED BY
1 AS BUILT 2021-02-26 A.A.
REVERSE OSMOSIS SYSTEM
DETAIL DESCRIPTION
SYSTEM CONTROL TYPE MICROPROCESSOR
HIGH PRESSURE PUMP PB1014C101
PRESSURE VESSELS 5X4" @ 300 PSI
MEMBRANE LC LE-4040
POWER
MAIN POWER (SYSTEM) 220V/1ph/60Hz CONTROL POWER 220V/1ph/60Hz
FLOW RATES
DAILY CAPACITY 7,500 GPD
FEED INLET WATER FLOW RATE 10.42 GPM
PERMEATE FLOW RATE 5.21 GPM
REJECT FLOW RATE 5.21 GPM
INTERFACES
FEED INLET 1" FNPT
PERMEATE OUTLET 3/4" MNPT
REJECT OUTLET 3/4" MNPT
SYSTEM COMPONENTS
ID DESCRIPTION TAG NUMBER
A Control Panel n/a B High Pressure Pump P-219
C Pump Throttle Valve BV-224
D Pressure Vessels PV-241-245 E 5µ Cartridge Filter CFH-204 F Pre Filter Pressure Gauge, 0-100 psi PI-202 G Post Filter Pressure Gauge, 0-100 psi PI-203 H System Pressure Gauge, 0-350 psi PI-221
I Reject Control Valve NV-225 J Reject Flow Meter FI-228 K Permeate Flow Meter FI-227 L Permeate Check Valve CKV-297 M Sample Valve SA-123 N Conductivity Sensor, 0-250 ppm CE-218 O Inlet Solenoid Valve SV-201 p Feed/Backwash Pump P-103
Q Feed Pump Check Valve CKV-104 R Feed Pressure Gauge 0-100 psi PI-121 S Air/Vac. Relief Valve ARV-122 T Antiscalant Dosing System CD-199 U Prechlorination Dosing System CD-109
V Post Chlorination Dosing System CD-340
W Low Pressure Switch PSL-212 X Multimedia Filter MLF-120 Y Activated Carbon Filter ACF-140
SYSTEM COMPONENTS
ID DESCRIPTION TAG NUMBER
A Control n/a B High Pressure Pump P-219
C Pump Throttle Valve, BV-224
D Pressure Vessel's PV-241 E 5µ Cartridge Filter, CHF-204 F Pre Filter Pressure Gauge, 0-100 psi PI-202 G Post Filter Pressure Gauge, 0-100 psi PI-203 H System Pressure Gauge, 0-350 psi PI-221
I Reject Control Valve, NV-225
J Recirculation Control Valve, NV-226 K Permeate Flow Meter, FI-227 L Reject Flow Meter, FI-228 M Recirculation Flow Meter, FI-229 N Conductivity Sensor, 0-250 ppm CE-218 O Inlet Solenoid Valve, SV-201
SYSTEM COMPONENTS
ID DESCRIPTION TAG NUMBER
A Control n/a B High Pressure Pump P-219
C Pump Throttle Valve, BV-224
D Pressure Vessel's PV-241 E 5µ Cartridge Filter, CHF-204 F Pre Filter Pressure Gauge, 0-100 psi PI-202 G Post Filter Pressure Gauge, 0-100 psi PI-203 H System Pressure Gauge, 0-350 psi PI-221
I Reject Control Valve, NV-225
J Permeate Flow Meter, FI-227 K Reject Flow Meter, FI-228 L Conductivity Sensor, 0-250 ppm CE-218 M Inlet Solenoid Valve, SV-201
SYSTEM COMPONENTS
ID DESCRIPTION TAG NUMBER
A Control Panel N/A B Feed Inlet Valve, MBF-201
C Pre Filter Pressure Gauge, 0-100psi PI-202 D 5µ Cartridge Filter, CHF-204 E Post Filter Pressure Gauge, 0-100psi PI-203 F Low Pressure Switch, @15psi PSL-212 G High Pressure Pump P-219 H High Pressure Switch, Set@200psi PSH-213
I Pump Pressure Gauge, 0-350psi PI-220 J Pump Throttle Valve, GV-224 K System Pressure Gauge, 0-350psi PI-221 L Membrane Pressure Vessel(s) PV-24X M Interstage Pressure Gauge, 0-350psi PI-222 N Permeate Sample Valve, SA-271 O Conductivity Sensor, 0-250ppm CE-218
P Permeate Flow Meter, FI-227 Q Reject Pressure Gauge, 0-350psi PI-223 R Reject Control Valve, GV-225 S Reject Flow Meter, FI-228
7,500 GPD REVERSE OSMOSIS
SYSTEM, 5X4" PV
TW-7.5K-540
TITLE:
2230 South Huron Drive, Santa Ana, CA 92704 USA Phone: +1 (714) 432-9996 Fax: +1 (714) 432-9898 WWW.PUREAQUA.COM
ENGINEERED BY:
PREPARED FOR:
DRAWN BY: DATE:
MODEL NUMBER:
SHEET SCALE REVISION
1 OF 4 1:15 1
Gorden Electric, LLC
S.B. 2021-02-26
JOB NUMBER:
5-10667
DRAWING NUMBER:
TWRO-7.5K-540-10667
A A
B B
C C
D D
SAM
PLE
KPhilippon Typewriter P2560001 Exhibit A, Attachment 2 - System Diagram
THIS DRAWING CONTAINS PROPRIETARY INFORMATION AND DESIGNS OWNED BY PURE AQUA, INC.
PURE AQUA, INC. OWNS ALL PROPRIETARY RIGHTS AND INTELLECTUAL PROPERTY RIGHTS, INCLUDING ANY PATENT RIGHTS, TRADE SECRETS, SALES RIGHTS, MANUFACTURING RIGHTS, DESIGN PROTECTIONS & REPRODUCTION RIGHTS FOR ALL INFORMATION CONTAINED WITHIN THIS DRAWING. USE REGARDING THE SAME IS EXPRESSLY RESERVED BY PURE AQUA, INC.
M
S
L
B
O
C
E
N
REVERSE OSMOSIS SYSTEM
DETAIL DESCRIPTION
SYSTEM CONTROL TYPE MICROPROCESSOR
HIGH PRESSURE PUMP PB1014C101
PRESSURE VESSELS 5X4" @ 300 PSI
MEMBRANE LC LE-4040
POWER
MAIN POWER (SYSTEM) 220V/1ph/60Hz CONTROL POWER 220V/1ph/60Hz
FLOW RATES
DAILY CAPACITY 7,500 GPD
FEED INLET WATER FLOW RATE 10.42 GPM
PERMEATE FLOW RATE 5.21 GPM
REJECT FLOW RATE 5.21 GPM
INTERFACES
FEED INLET 1" FNPT
PERMEATE OUTLET 3/4" MNPT
REJECT OUTLET 3/4" MNPT
SYSTEM COMPONENTS
ID DESCRIPTION TAG NUMBER
A Control Panel n/a B High Pressure Pump P-219
C Pump Throttle Valve BV-224
D Pressure Vessels PV-241-245 E 5µ Cartridge Filter CHF-204 F Pre Filter Pressure Gauge, 0-100 psi PI-202 G Post Filter Pressure Gauge, 0-100 psi PI-203 H System Pressure Gauge, 0-350 psi PI-221
I Reject Control Valve NV-225 J Reject Flow Meter FI-228 K Permeate Flow Meter FI-227 L Permeate Check Valve CKV-297 M Sample Valve SA-123 N Conductivity Sensor, 0-250 ppm CE-218 O Inlet Solenoid Valve SV-201 p Feed/Backwash Pump P-103
Q Feed Pump Check Valve CKV-104 R Feed Pressure Gauge 0-100 psi PI-121 S Air/Vac. Relief Valve ARV-122 T Antiscalant Dosing System CD-199 U Prechlorination Dosing System CD-109
V Post Chlorination Dosing System CD-340
W Low Pressure Switch PSL-212 X Multimedia Filter MLF-120 Y Activated Carbon Filter ACF-140
7,500 GPD REVERSE OSMOSIS
SYSTEM, 5X4" PV
TW-7.5K-540
TITLE:
2230 South Huron Drive, Santa Ana, CA 92704 USA Phone: +1 (714) 432-9996 Fax: +1 (714) 432-9898 WWW.PUREAQUA.COM
ENGINEERED BY:
PREPARED FOR:
DRAWN BY: DATE:
MODEL NUMBER:
SHEET SCALE REVISION
2 OF 4 1:15 1
Gorden Electric, LLC
S.B. 2021-02-26
JOB NUMBER:
5-10667
DRAWING NUMBER:
TWRO-7.5K-540-10667
A A
B B
C C
D D
THIS DRAWING CONTAINS PROPRIETARY INFORMATION AND DESIGNS OWNED BY PURE AQUA, INC.
PURE AQUA, INC. OWNS ALL PROPRIETARY RIGHTS AND INTELLECTUAL PROPERTY RIGHTS, INCLUDING ANY PATENT RIGHTS, TRADE SECRETS, SALES RIGHTS, MANUFACTURING RIGHTS, DESIGN PROTECTIONS & REPRODUCTION RIGHTS FOR ALL INFORMATION CONTAINED WITHIN THIS DRAWING. USE REGARDING THE SAME IS EXPRESSLY RESERVED BY PURE AQUA, INC.
80 1/16"
75 3/4"
34 3/16"
48"
RECOMMENDED
OVERHEAD
CLEARANCE
48"
RECOMMENDED
SERVICE CLEARANCE
(ALL SIDES)
FRONT VIEW RIGHT VIEW
TOP VIEW
BACK VIEW
TOLERANCES
LINEAR DIMENSIONS ± 0.50 INCHES
ANGULAR DIMENSIONS ± 1/4°
DIMENSIONS (OVER ALL) WEIGHTS
Height Length Depth Dry Weight (Approx.) Wet Weight (Approx.)
80 1/16" 75 3/4" 34 3/16"
7,500 GPD REVERSE
OSMOSIS SYSTEM, 5X4" PV
TW-7.5K-540
TITLE:
2230 South Huron Drive, Santa Ana, CA 92704 USA Phone: +1 (714) 432-9996 Fax: +1 (714) 432-9898 WWW.PUREAQUA.COM
ENGINEERED BY:
DRAWN BY:
DATE:
DRAWING NUMBER:
SHEET SCALE REVISION
3 OF 4 1:25
S.B.
JOB NUMBER: 5-10667
2021-02-26
A A
B B
C C
D D
CAUTION!
TO PREVENT INJURY OR DAMAGE:
PROPER FITTINGS MUST BE USED TO CONNECT THE SYSTEM.•
USE FLEXIBLE HOSES TO CONNECT TO THE SYSTEM INTERFACES•
TO AVOID TIE POINT MISALIGNMENT.
SYSTEM MUST BE ANCHORED SECURELY IN PLACE BEFORE OPERATING.•
THIS DRAWING CONTAINS PROPRIETARY INFORMATION AND DESIGNS OWNED BY PURE AQUA, INC.
PURE AQUA, INC. OWNS ALL PROPRIETARY RIGHTS AND INTELLECTUAL PROPERTY RIGHTS, INCLUDING ANY PATENT RIGHTS, TRADE SECRETS, SALES RIGHTS, MANUFACTURING RIGHTS, DESIGN PROTECTIONS & REPRODUCTION RIGHTS FOR ALL INFORMATION CONTAINED WITHIN THIS DRAWING. USE REGARDING THE SAME IS EXPRESSLY RESERVED BY PURE AQUA, INC.
34 3/4" 34 3/4"
33 1/2"
1/2" THRU
FOOTPRINT MOUNTING
INTERFACE
<BACKWASH OUTLET>
TIE-124
1" MNPT
INTERFACE
<FEED WATER INLET>
TIE-200
1" FNPT
INTERFACE
<PERMEATE OUTLET>
TIE-231
3/4" MNPT
INTERFACE
<REJECT OUTLET>
TIE-232
3/4" MNPT
7,500 GPD REVERSE
OSMOSIS SYSTEM, 5X4" PV
TW-7.5K-540
TITLE:
2230 South Huron Drive, Santa Ana, CA 92704 USA Phone: +1 (714) 432-9996 Fax: +1 (714) 432-9898 WWW.PUREAQUA.COM
ENGINEERED BY:
DRAWN BY:
DATE:
DRAWING NUMBER:
SHEET SCALE REVISION
4 OF 4 1:15
S.B.
JOB NUMBER: 5-10667
A A
B B
C C
D D
2021-02-26SAM
RELAY EXPANDER
2 3 4 5 6 1 2
MODE 4
CAUTION!
DISCONNECT AND BRANCH CIRCUIT
PROTECTION IS REQUIRED ON
THE POWER FEEDING THIS PANEL
L
L
S150 PCB
TORQUE ALL S150 TERMINALS TO 9 IN-LB
S-150
P1-3
S-150
P1-2
L
L
220VAC/1PH/60HZ
I> I>
I>1
M
L
L
A1 A2
K2
RO PUMP
1HP/220VAC/1PH/60Hz
P-219
0.6HP/220VAC/1PH/60Hz
FILTER FEED PUMP
P-103
2230 SOUTH HURON DRIVE
SANTA ANA, CA 92704 USA
Tel: (714) 432-9996
Fax: (714) 432-9898 www.pure-aqua.com
ELECTRICAL DIAGRAM
TW-7.5K-540
GORDEN ELECTRIC, LLC
K.B.
2018.01.12
P. SIPPU
2021.02.23
5-10667-TW7.5K-EE NONE
5-10667
PUMP
P-103
FILTER FEED
L
L
A1 A2
K1
OUTPUTS 220 VAC
S-150
P1-1
S-150
P1-4
L1 L2 L1
TB1
L2
P1-6
L1 L2L1 L2
MMF
CHEM
RO PUMP
OUTPUTS
P-219
#1
K1
K2
MMS1
MMS2
1 2 3 4 5 6 7 8
CHEM
CHEM
#2
I> I>
I>1
M
END
CHEM CHEM
235 233
SAM
PLE
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text Pure Aqua, Inc.
AutoCAD SHX Text R E V I S I O N B L O C K
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
JOB NO.:
AutoCAD SHX Text
CUSTOMER:
AutoCAD SHX Text
LETTER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REVIEWED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text B
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DWG NO.:
AutoCAD SHX Text A
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text THIS DRAWINGS CONTAINS PROPRIETARY INFORMATION AND DESIGNS OWNED BY PURE AQUA, INC. ALL PATENT RIGHTS AND SALES RIGHTS, MANUFACTURING, DESIGNS & REPRODUCTION USE REGARDING THE SAME ARE EXPRESSLY RESERVED BY PURE AQUA, INC.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
VERIFIED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
VALIDATED:
KPhilippon Typewriter
Exhibit A, Attachment 3 - Electrical Diagram
S-150
P10-5
P10-4
P10-3
P10-2
P10-1
RED
BLACK
WHITE
GREEN
SHIELD
TDS/CONDUCTIVITY
ELECTRODE
S-150
P9-8
P9-7
P9-6
P9-5
P9-2
P9-1
EXP
P2-2
P2-1
FEED WATER STORAGE
TANK LOW LEVEL SWITCH
PRODUCT WATER STORAGE
TANK MID-LEVEL SWITCH
PRODUCT WATER STORAGE
TANK HIGH-LEVEL SWITCH
INPUTS
RELAY OUTPUT SIGNALS
MEDIA FILTER CONTROL
CE-218
LSM-005
LSH-006
LOW PRESSURE SWITCH,
PSL-212
LSL-002
D D+ -
PRE-
FILTER
L1 L2
VAC
VDC
TREAT
S-150
P9-4
P9-3
TB1
MMF
L1
MMF
L2
L N
PS1
12VDC
SUPPLY
JUNCTION BOX
TB2
G
L1 L2
PRE-CHLOR. CHEM
L1
PRE-
CHL.
FILTER
L1 L2
A/S CHEM
L1
PRETREAT SIGNAL INPUT
A/S
CHEM
CHEM
POST-
CHL.
CHEM
L1 L2
POST-CHLOR. CHEM
L1
L1 L2
INLET
VALVE
2230 SOUTH HURON DRIVE
SANTA ANA, CA 92704 USA
Tel: (714) 432-9996
Fax: (714) 432-9898 www.pure-aqua.com
ELECTRICAL DIAGRAM
TW-7.5K-540
GORDEN ELECTRIC, LLC
K.B.
2018.01.12
P. SIPPU
2021.02.23
5-10667-TW7.5K-EE NONE
5-10667
SAM
PLE
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text Pure Aqua, Inc.
AutoCAD SHX Text R E V I S I O N B L O C K
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
JOB NO.:
AutoCAD SHX Text
CUSTOMER:
AutoCAD SHX Text
LETTER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REVIEWED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text B
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DWG NO.:
AutoCAD SHX Text A
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text THIS DRAWINGS CONTAINS PROPRIETARY INFORMATION AND DESIGNS OWNED BY PURE AQUA, INC. ALL PATENT RIGHTS AND SALES RIGHTS, MANUFACTURING, DESIGNS & REPRODUCTION USE REGARDING THE SAME ARE EXPRESSLY RESERVED BY PURE AQUA, INC.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
VERIFIED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
VALIDATED:
Exhibit A, Attachment 4 - Sample Service Log
EXHIBIT B – BUDGET DETAIL AND PAYMENT PROVISIONS
B1 of B5
1. Invoicing and Payment
A. For services satisfactorily rendered, and upon receipt and approval of the invoices, the State agrees to compensate the Contractor for actual expenditures incurred in accordance with the rates specified herein, which is attached hereto and made a part of this Agreement.
B. The Contractor agrees to accept payment only in the form of a warrant issued by the California State Controller’s Office (SCO). No other payment method shall be made in the payment of these invoices.
C. Contractor shall submit an original and one (1) copy of the invoice, which properly details all charges, expenses, direct and indirect costs. Invoices shall be submitted by email to both:
Contact: Kris Philippon, SSA Cris Crecelius, WHS II Region / Division: IDR6 / Admin - Contracts IDR6 / IWA Email: kristin.philippon@wildlife.ca.gov cristopher.crecelius@wildlife.ca.gov
D. The original and one (1) approved copy of the invoice will be forwarded to the Department of Fish and Wildlife’s Accounting Claims Section by the Contract Coordinator. Payment of any invoice will be made only after receipt of a complete, adequately supported, properly documented and accurately addressed invoice. Failure to use the address exactly as provided above, may result in the return of the invoice to the Contractor. All invoices must be approved by the Contract Manager.
E. Prices paid for the various items of the contract shall include full compensation for furnishing all material, labor, tools, and equipment, and doing all work involved in accomplishing the fulfillment of the scope of work as herein specified. Items necessary for the completion of the work for which no separate prices are herein included shall be considered included in the various items of the contract.
F. Progress payments shall only be made by the State in the event the contract term is greater than monthly. The Contractor may submit progress payment invoices on completion of work not more frequently than every thirty (30) days in arrears.
G. No progress payments shall be made for less than twenty (20) working days.
H. All contracts shall have five percent (5%) retention held for thirty (30) calendar days after completion of the work and then released upon receipt of invoice.
I. Five percent (5%) shall be retained from each progress payment and held by the State as partial security for the fulfillment of the contract by the Contractor. The State shall pay the Contractor the value of such work, as estimated therein, after deducting therefrom all previous payments, and all amounts to be retained under the provisions of this Agreement. Final retention shall be held thirty (30) calendar days from final inspection and
SAM
PLE
mailto:kristin.philippon@wildlife.ca.gov mailto:cristopher.crecelius@wildlife.ca.gov
B2 of B5 acceptance of the completed scope of work and then released upon receipt of invoice.
J. The quantities of items shown on the contract form are determined by computations based on the details and dimensions shown on the plans, and no guarantee is made that the actual quantities, as constructed will be the quantities shown on the contract form.
If no changes are made in the work which affects the quantity of an item paid for on a per unit price basis, no allowance will be made in the event the quantity, as constructed, does not equal the quantity shown on the contract form.
K. The provisions of Section 9-1.16C, Materials On Hand, of DOT Standard Specifications which pertain to the value of materials delivered to the job site and stored for use, shall not apply. Payment for material delivered to the job site shall be made only for that portion of such material complete in place, as specified, at the time the estimate for progress payment is made. No payment shall be paid for materials delivered and stored. Mobilization, if there be such an item, will be paid in accordance with Section 9- 1.16D, of the DOT Standard Specifications except that the retention of funds provision of Item D above shall apply to the contract lump sum item of mobilization.
L. The invoice shall contain the following information:
1. The word “Invoice” should appear in a prominent location at the top of the page(s);
2. Printed name of the Contractor;
3. Business address of the Contractor including P.O. Box, City, State, and Zip Code;
4. Name of the Region/Division of the Department of Fish and Wildlife being billed;
5. The date of the invoice, invoice number, and the time period covered;
6. The number of the agreement upon which the claim is based, and;
7. An itemized account of the services for which the Department of Fish and Wildlife is being billed. Include all of the following:
a. The time period covered by the invoice, i.e., the term “from” and “to”;
b. A description of the services performed based on Items identified in Item 4;
“Budget Detail”;
c. The total amount due. This should be in a prominent location in the lower right-hand portion of the last page and clearly distinguished from other figures or computations appearing on the invoice; the total amount due shall include all costs incurred by the Contractor including retention under the terms of this agreement.
B3 of B5
2. CONTRACT WRITTEN PRIOR TO APPROVAL OF THE BUDGET ACT
A. It is mutually understood between the parties that this Agreement may have been written prior to approval of the Budget Act for the mutual benefit of both parties in order to avoid program and fiscal delays.
B. This Agreement is valid and enforceable only if sufficient funds are made available by the
Budget Act for the Fiscal Year(s) involved for the purposes of this program. In addition, this Agreement is subject to any additional restrictions, limitations, or conditions enacted by the Legislature and contained in the Budget Bill or any statute enacted by the Legislature which may affect the provisions, terms, or funding of this Agreement in any manner.
C. It is mutually agreed that if the Budget Act of the current year and/or any subsequent years covered under this Agreement does not appropriate sufficient funds for the program, this Agreement shall be of no further force and effect.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .