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NOT USED
PART 3 EXECUTION
3.01 SUBMITTAL LOG
A. PURPOSE
1. Identify products/materials to be used on the Project and manufacturer/brand and subcontractor responsible for installation of same.
2. Define submittal number, description, type, and quantity of submittals required.
3. Monitor status of submittal as they proceed through the review process.
4. Ensure, insofar as possible, that the Project will not be adversely affected by the submittal review process.
B. ENGINEER'S RESPONSIBILITIES
1. Prepare a submittal log of items which the Contractor is required by specifications to submit for review (see attached sample).
2. Designate submittal number, submittal type, description and quantity, for each entry requiring a submittal.
3. Input information supplied by the Contractor onto the submittal log.
4. Tabulate submittal dates on log, show "Action" taken/required and show status of submittals.
5. Distribute updated copies of log on a monthly basis.
6. Return reviewed submittals electronically via e-mail to a designated address provided and managed by Contractor.
C. CONTRACTOR'S RESPONSIBILITIES
1. Within ten (10) working days after receipt of Submittal Log from Engineer, provide information in Columns marked "SUBCONTR NAME", "SUPPLIER", "DATE SCHED", and "MATL DATE" and return for review. Submit electronically via e-mail.
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2. Provide Engineer with red marked copy of log showing any necessary changes to "Scheduled Dates" on a bi-monthly basis. Submit electronically via e-mail.
3. Refer to attached SAMPLE for format.
D. DEFINITION OF COLUMN LABELS AND ABBREVIATIONS USED
1. SUBMITTAL NUMBER: (Information supplied by the Engineer) Based on Specification Section - Number consecutively.
Example: For Section 05400 - The first submittal would be numbered 05400-001. Should this submittal need to be resubmitted, the new submittal would be numbered 05400-001.1, and so on.
2. SEQ NUMBER:
a. This sequentially identifies each submittal by particular item. The first submittal would be numbered 1. Should this submittal need to be resubmitted, the new submittal would be numbered 1.1 and so on.
3. DESCRIPTION: (Information supplied by Engineer)
a. This will identify specifically the material to be submitted. A list of submittal types is included below (Step 6).
4. SUBCONTR NAME: (Information supplied by the Contractor).
a. If the general Contractor is submitting this for a subcontractor, that firm's name would be entered here.
5. SUPPLIER: (Information supplied by the Contractor).
a. The supplier/manufacturer name should be entered here. Example:
"General Electric".
6. SUB TYPE: (Information supplied by the Engineer)
This indicates the submittal type:
PRDT - Product Data
SHDG - Shop Drawings
SAMP - Samples
INST - Installation Instructions
TSRP - Test Reports
WARR - Warranties
CLDC - Close-out Documents (O&Ms, As-Builts, etc.)
OTHR - Special requirements dictated by certain projects
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7. FORMAT: (Information supplied by the Engineer)
Refers to the required format of the submittals: electronic, hard copy or both
8. DATE SCHED: (Information supplied by the Contractor).
a. Prior to sending any submittals, the Contractor will supply an anticipated date the submittal will be sent. This is used by the Engineer to schedule workload in order to return submittals in a timely manner.
9. DATE REC (Information supplied by Engineer)
a. This refers to the date the submittal was received by the Engineer.
10. DATE TO CONTR (Information supplied by Engineer)
a. This refers to the date that the Engineer returned the submittal to the Contractor.
11. MATL DATE: (Information supplied by the Contractor).
a. This refers to the date that the material/equipment is scheduled to be delivered to the Job Site.
12. ACTION (Information supplied by Engineer)
a. This reflects the review stamp that is marked by the Engineer showing what action has been taken with the submittal:
NET - No Exceptions Taken
SSI – Submit Specified Item
MCN – Make Corrections Noted
R&R - Revise & Resubmit
REJ - Rejected
13. STATUS (Information supplied by Engineer or Contractor)
This refers to the current status of the submittal as of the date printed.
NR NOT RECEIVED: Submittal has not been received from the Contractor.
PEND PENDING: Has been received and is under review.
COMP COMPLETE: Has been received, marked either No Exception Taken or Exceptions Noted and therefore does not require further submittal.
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R&R REVISE AND RESUBMIT: Has been received, reviewed, and marked either Revise & Return or Rejected, therefore requiring a resubmittal.
PART 4 MEASUREMENT AND PAYMENT
4.01 MEASUREMENT AND PAYMENT
A. Full compensation for conforming to the requirements of above provisions shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
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PART 5 SAMPLE SUBMITTAL LOG
SUBMITTAL
NUMBER
SEQ #
DESCRIPTION SUBCONTR NAME SUPPLIER SUB TYPE
FORMAT
DATE SCHED
DATE REC
DATE TO CONTR
MATL DATE
ACTION
STATUS
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CITY OF VALLEJO SUBMITTAL COVER SHEET
DATE SUBMITTED: DATE RECEIVED BY CITY:
VALLEJO MARINA A DOCK REMOVAL PROJECT
PROJECT NUMBER: PWM07 SUBMITTAL NUMBER:
DESCRIPTION:
MANUFACTURER:
SUPPLIER:
CONTRACTOR:
SUBCONTRACTOR:
Contractor Review Stamp Engineer Review Stamp
Remarks:
Contractor:
SIGNATURE PRINTED NAME
#
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END OF SECTION
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SECTION D.0900 - RECYCLING & WASTE MANAGEMENT PLAN (WMP) PART 1 GENERAL
1.01 WASTE MANAGEMENT PLAN (WMP)
A. A Waste Management Plan (WMP) is required for this project.
B. The Contractor is required to list in the WMP the materials that will be recycled, reused or disposed, resulting from the project. Hazardous materials shall be discounted in the calculation of recycle or reuse requirement.
C. The Waste Management Plan (WMP) shall indicate:
1. The total weight of project debris, by materials type, generated.
2. The vendor or facility that the Contractor proposes to use to collect or receive that material.
3. The weight of demolition materials that will be land filled.
4. Project square footage.
D. If the Contractor shall experience unique circumstances that the Contractor believes make it infeasible to comply with the City’s diversion requirement, the Contractor may apply for an exemption at the time that he or she submits the WMP.
PART 2 MATERIALS
NOT APPLICABLE
PART 3 EXECUTION
3.01 WASTE MANAGEMENT
A. The Contractor shall be responsible for locating a suitable disposal site approved by the Engineer for disposing of all non-recyclable material. When non-recyclable material is to be disposed of at a location other than at the nearest proper landfill site, the Contractor shall obtain written authorization from the property owner on whose property the disposal is to be made and he shall file with the Engineer said authorization together with a written release from the property owner absolving the City from any and all responsibility in connection with the disposal of material on said property. If the dumpsite is within the City limits, the property owner must obtain a grading permit when applicable.
3.02 WASTE MANAGEMENT PLAN (WMP)
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A. To fulfill the requirement of the WMP, the Contractor is required to separate the demolition debris. By sorting on-site into distinct containers or stockpile for each type of material proposed to be reused or recycled, as well as separate container for refuse.
B. After segregation and prior to transport, Engineer shall inspect containers or stockpile for each type of material to be reused or recycled.
C. Contractor shall fill out and submit Waste Management Plan sheet and table to Engineer upon completion of transport of demolition materials to recycling facility.
Contractor shall ensure that facilities provide them with recycling and / or disposal receipts to compile and submit to City as supporting documentation for WMP.
PART 4 MEASUREMENT AND PAYMENT
4.01 MEASUREMENT AND PAYMENT
A. Full compensation for complying with the requirements of the above provisions, including preparing and adhering to a Waste Management Plan (WMP) securing a dump site, hauling, removing, and disposing of or stockpiling materials, shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
B. Documentation, including receipts showing actual weights of all material recycled, salvaged and disposed must be submitted on a regular basis before issuance of payments for all removal items of work.
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CITY OF VALLEJO
WASTE MANAGEMENT PLAN
Use tons or cubic yards to quantify total estimated waste and percentages for materials. Ask your hauler, recycler or site cleanup vendor to assist you with this plan. Receipts of all recycling and disposal must be submitted after project completion.
Project Name: VALLEJO MARINA A DOCK REMOVAL PROJECT, City Project No. PWM07
Location: 42 Harbor Way, Vallejo Marina
Type of Project:
□ New Construction
□ Demolition (Portland Cement Concrete and Asphaltic Concrete Removal) □ Renovation
Type of Construction: (concrete, steel, etc.)
Value of Project:
Bidder:
Company Name:
Address:
Phone / FAX:
Questions regarding recycling: Call Derek Crutchfield, Recycling Coordinator at (707) 648- 5346.
Submit this form and the attached Waste Management plan to the Engineer prior to invoice.
Sheet 1 of 2
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CITY OF VALLEJO
WASTE MANAGEMENT PLAN FOR
Project Name: VALLEJO MARINA A DOCK REMOVAL PROJECT, City Project No. PWM07 Materials Total
Percentage
of Materials
Percentage
Reused/
Recycled
Materials
Percentage
Disposed
Materials
Collection
Hauler/
Facility
Actual
Waste
Amount/
Comments
(attach
receipts)
Asphalt/
Concrete
Dirt
Brick/
Masonry
Wood
Metals
Other
(painted
wood,
drywall)
TOTAL
This column
should total
100%
If the Contractor was unable to recycle Vallejo Marina A Dock Removal Project, please provide an explanation:
Other comments:
I CERTIFY THAT THE ABOVE INFORMATION IS TRUE & CORRECT TO THE BEST OF MY KNOWLEDGE.
Prepared by: Date:
Signature:
Sheet 2 of 2
END OF SECTION
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SECTION D.1000 - WATER POLLUTION CONTROL
(SECTION 13)
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Water pollution control work shall conform to the provisions in (Section 13), “Water Pollution Control,” of the Standard Specifications and these technical specifications, except that (Section 13-3), “Stormwater Pollution Prevention Plan”, of the Standard Specifications shall not apply.
B. Under no circumstances shall water contaminated with sediment or other pollutants be allowed to enter the storm drain system or other drainage courses.
Contractor shall clean up all surfaces contaminated by construction operations that could pollute stormwater runoff.
C. The Contractor is required to prepare a Water Pollution Control Plan (WPCP) and implement the plan once approved by the Engineer.
D. Conformance with the provisions in this section shall not relieve the Contractor from the Contractor’s responsibilities as provided in (Section 7), “Legal Relations and Responsibility to the Public”, of the Standard Specifications.
PART 2 MATERIALS
A. All materials used for Best Management Practices (BMPs) shall be featured in the WPCP and shall be acceptable methods of storm water management and pollution control.
B. Water pollution control work shall conform to the requirements in the “Construction Site Best Management Practices (BMPs) Manual”, dated March 2024 issued by the State of California Department of Transportation and addenda thereto issued up to and including the date of advertisement of the project, hereafter referred to as the “Handbook”. As an alternative, the Contractor can utilize the California Stormwater Quality Association (CASQA) BMP fact sheets instead of the Handbook fact sheets.
PART 3 EXECUTION
A. The WPCP shall be designed to address the following objectives:
1. All pollutants and their sources, including sources of sediment associated with construction, construction site erosion and all other activities associated with construction activity are controlled;
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2. All non-storm water discharges and pollutants are identified and either eliminated, controlled, or treated;
3. Site BMPs are effective and result in the reduction or elimination of pollutants in storm water discharges and authorized non-storm water discharges from construction activity to the appropriate standard required by the Handbook.
B. The WPCP shall include information that supports the selections, use, and maintenance of BMPs.
C. The WPCP shall be available at the construction site during working hours while construction is occurring and shall be made available upon request by a State or Municipal Inspector.
D. In addition, the Contractor shall observe the following guidelines:
1. Store materials as required under (Section 13-4.03C), “Material Management” of the Standard Specifications.
2. Place drip pans or absorbent materials under equipment when not in use.
3. During wet weather store equipment indoors or cover with tarp or other waterproof covering.
4. Sweep site daily to prevent sand or gravel, from entering or being transported by rain into the storm drain system.
5. Keep ample water pollution materials on-site, including drip pans, absorbent materials, waterproof covering materials, filter fabric, gravel bags, etc.
Unused materials should be stored in such a manner that they are kept free of debris and sediment and out of the rain.
6. Soil stabilization practices and sediment control measures shall be provided at all times.
E. The Contractor shall know and fully comply with the applicable provisions of the Handbook and Federal, State, and local regulations that govern the Contractor’s operations and storm water discharges from both the project site and areas of disturbance outside the project limits during construction.
F. Unless arrangements for disturbance of areas outside the project limits are made by the City and part of the contract, it is expressly agreed that the City assumes no responsibility whatsoever to the Contractor or property owner to allow disturbance of areas outside the project limits.
G. The Contractor shall be responsible for the costs and for liabilities imposed by law as a result of the Contractor’s failure to comply with the requirements set forth in this section, including, but not limited to, compliance with the applicable provisions of the Handbook and Federal, State, and local regulations. Costs and liabilities include, but are limited to, fines, penalties, and damages whether assessed against the State or the Contractor, including those levied under the Federal Clean Water Act and the State Porter-Cologne Water Quality Act.
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H. The Engineer may order the suspension of construction operations which create water pollution if the Contractor fails to conform to the provisions in this section.
PART 4 MEASUREMENT AND PAYMENT
4.01 MEASUREMENT AND PAYMENT
A. Full compensation for complying with the requirements of the above provisions, including furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising, amending, and implementing the water pollution control plan and maintaining best management practices (BMP’s), and for doing all the work involved in installing, constructing, maintaining, removing, and disposing of water pollution control practices, including non-storm water and waste management and materials pollution water pollution control practices, shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
END SECTION
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SECTION D.1060 - SITE PREPARATION
PART 1 GENERAL
1.01 SCOPE OF WORK
A. The contractor shall be responsible for preparing the site for the proposed improvements. The contractor shall be responsible for removing and salvaging all existing signs to be reused, and for removing and resetting or relocating materials as shown on the drawings, and for removing all other materials that are necessary for the work.
B. Attention is directed to Section D.1000, Water Pollution Control, of these technical specifications for Water Pollution Control Plan (WPCP) requirements.
1.02 SALVAGED MATERIALS
A. All salvaged sign materials shall be turned over to the City of Vallejo as directed by the Engineer.
PART 2 MATERIALS
NONE
PART 3 EXECUTION
3.01 REMOVAL OF OBSTRUCTIONS
A. Existing improvements and facilities, adjacent property, utility and non-roadway facilities, and trees and plants that are not removed shall be protected from injury or damage resulting from the Contractor's operations.
B. The Contractor shall prune all shrubbery as directed and remove all structures where the proper construction and completion of the work require their removal.
The Contractor shall also remove all rock, stones, debris, and all obstructions of whatsoever kind or character, whether natural or artificial, encountered in the construction of the work.
C. Material that is removed as herein above specified and is not to be incorporated in the improvement being constructed, shall be disposed of by the Contractor at the Contractor's sole expense.
D. Where the materials are to be removed and salvaged or removed and reset as directed on the drawings, It is the Contractor’s responsibility to ensure that these materials are not damaged during the removal and/or storage and will remain responsible for these items until such time as they are reinstalled to the satisfaction
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of the City Engineer or the City takes possession of them. If any damage to these items occurs while they are in the Contractor’s possession, the Contractor shall replace them with like items at a similar or better quality as approved by the City.
Any replacement costs will be incurred by the Contractor at no cost to the City.
PART 4 MEASUREMENT AND PAYMENT
A. All other work required to prepare the site for the proposed improvements shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
END OF SECTION
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SECTION 01 71 23 – FIELD ENGINEERING
PART 1 GENERAL
1.01 DESCRIPTION
Work included: provide such field engineering services as are required for proper completion of the work including, but not necessarily limited to:
A. Establishing and maintaining lines and levels.
B. Structural design of shores, forms, and similar items provided by the Contractor as part of his means and methods of construction.
1.02 QUALITY ASSURANCE
Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.
1.03 SUBMITTALS
A. Comply with pertinent provisions of Section D.0500.
B. Upon request of the Engineer, submit:
1. Data demonstrating qualifications of persons proposed to be engaged for field engineering services.
2. Documentation verifying accuracy of field engineering work.
3. Certification, signed by the Contractor’s retained field engineer, certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents.
PART 2 PRODUCTS
2.01 MATERIALS
Provide materials, not specifically described but required for a complete and proper execution of the Work, as selected by the Contractor subject to the review of the Engineer.
PART 3 EXECUTION
3.01 PROCEDURES
In addition to procedures directed by the Contractor for proper performance of the Contractor’s responsibilities:
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A. Locate and protect control points before starting work on the site.
B. Preserve permanent reference points during progress of the Work.
C. Do not change or relocate reference points or items of the Work without specific direction from the Engineer.
D. Promptly advise the Engineer when a reference point is lost or destroyed or requires relocation because of other changes in the Work.
1. Upon direction of the Engineer, require the field engineer to replace reference stakes or markers.
2. Locate such replacements according to the original survey control.
END OF SECTION
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SECTION 02 41 00 – SELECTIVE DEMOLITION
PART 1 GENERAL
1.01 DESCRIPTION OF WORK
A. Carefully demolish and remove from the site those items scheduled to be so demolished and removed.
B. Carefully remove and store off or on site those items scheduled to be reused.
Replace these items as indicated on the drawings such that they are undamaged and fit for their intended purpose.
C. All utility lines that are altered or relocated during the construction are to be of an equal standard to those now existing and are to be acceptable to the City and the appropriate Utility Company. The Contractor is to inform and liaise with the City regarding all work that may affect the existing utilities. The City will make arrangements with the Utility Company for services to be cut off if required during construction. The Contractor is responsible for notification of local utilities.
1.02 QUALITY ASSURANCE
Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section.
1.03 SUBMITTALS
Except for items specifically scheduled for reuse, demolished material shall be considered to be property of the Contractor and shall be completely removed from the job site and disposed of in legal manner. The Contractor shall submit a detailed disposal plan to the Engineer. Contractor shall assume all piles and floating dock wood materials are treated and shall be disposed by in a landfill authorized to accept treated wood waste. Contractor is responsible for all testing to establish a waste profile as required by receiving landfill.
The disposal plan shall include the name, address, and telephone number of the disposal site. The Contractor shall submit to the Engineer a signed manifest and trip ticket stating that the debris was disposed at the stated site within 24 hours after the material has left the site.
PART 2 PRODUCTS
2.01 MATERIALS
(NONE)
PART 3 EXECUTION
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3.01 SURFACE CONDITIONS
Examine the areas and conditions under which Work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until satisfactory conditions are corrected.
3.02 DEMOLITION
A. By careful study of the Contract Documents, determine the location and extent of selective demolition to be performed.
B. In company with the Engineer, visit the site and verify the extent and location of selective demolition required.
1. Carefully identify limits of selective demolition.
2. Secure the Engineer’s review of the items scheduled for selective demolition.
3. Demolish and remove the scheduled items.
C. Prepare and follow an organized plan for demolition and removal of items.
1. Shut off, cap, and otherwise protect existing utility lines in accordance with the requirements of the public agency or utility having jurisdiction.
2. Completely remove items scheduled to be so demolished and removed, leaving surfaces clean, solid, and ready to receive new materials specified elsewhere or excavation.
3. In all activities, comply with pertinent regulations of governmental agencies having jurisdiction.
D. Exercise all necessary care so as not to damage items scheduled to remain in place for re-use.
E. Except for items specifically scheduled for reuse or to be turned over to the Owner, demolished material shall be considered to be property of the Contractor and shall be completely removed from the job site and disposed of in accordance with all Federal, State and local regulations. Provide documentation to the Engineer that material has been disposed of in such a manner. Contractor shall assume all piles and floating dock wood materials are treated and shall be disposed by in a landfill authorized to accept treated wood waste. Contractor is responsible for all testing to establish a waste profile as required by receiving landfill.
3.03 REPLACEMENTS
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In the event of demolition or damage caused to items not so scheduled to be demolished, promptly replace such items to the approval of the Owner and at no additional cost to the Owner.
3.04 ALTERATIONS TO REUSED ITEMS
All alterations to reused items are to be of an equal standard to their original construction, or as otherwise indicated in these Specifications. The Contractor is responsible for ensuring that the dimensions of reused items are adjusted to suit the new construction.
Drawings are to be presented to the Engineer for review prior to making any alterations; however, this review does not relieve the Contractor of his responsibilities as indicated elsewhere in this Contract.
3.05 RELOCATION OF UTILITIES
Relocate existing utilities as required during construction such that services to the site are maintained to the City's satisfaction. The Contractor is responsible for liaison with the City on all aspects of utility service maintenance and relocation. If replacement of utilities is undertaken by a Utility Company or others, the Contractor shall coordinate these activities with its own work.
PART 4 MEASUREMENT AND PAYMENT
4.01 MEASUREMENT AND PAYMENT
A. Selective Demolition shall be paid at the contract lump sum price for Bid Item 2, “Demolition” and Bid Item 3, “Disposal” in accordance with the following breakdown:
B. Bid Item 2, “Demolition”:
1. Payment will be made for furnishing all labor, materials, equipment, and incidentals associated with this bid item. This item includes all costs associated with general demolition, and debris removal of timber floating docks and piles.
2. Contractor shall provide all erosion prevention and controls as required by permit requirements. This item includes furnishing all labor, materials, tools, equipment, and incidentals associated with the proper installation, maintenance, inspection, monitoring, reporting, and removal of erosion prevent and control measures.
3. The contractor shall be responsible for coordination and removal of all materials.
C. Bid Item 3, “Disposal”:
1. Payment will be made for furnishing all labor, materials, equipment, and incidentals associated with this bid item. This item includes all costs associated with disposal of timber floating docks and piles.
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2. Contractor shall assume all piles and floating dock wood materials are treated and shall be disposed by in a landfill authorized to accept treated wood waste.
This item includes all costs associated with testing to establish a waste profile as required by receiving landfill.
3. The Contractor shall be responsible for coordination of proper offsite disposal of all materials.
END OF SECTION
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Exhibit E
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San Francisco Bay Conservation and Development Commission 375 Beale Street, Suite 510, San Francisco, California 94105 tel 415 352 3600 fax 888 348 5190 State of California | Gavin Newsom – Governor | [email protected] | www.bcdc.ca.gov
BCDC ORIGINAL
PERMIT NO. 1986.001.13
(Originally Issued on September 11, 1986, As
Amended Through January 29, 2021)
AMENDMENT NO. THIRTEEN
City of Vallejo
555 Santa Clara Street
Vallejo, California 94590
On September 4, 1986, the San Francisco Bay Conservation and Development Commission, by a vote of 18 affirmative, 0 negative, and 0 abstentions, approved the resolution pursuant to which the original permit had been issued. Moreover, on January 12, 1988, January 13, 1989, July 24, 1991, November 7, 1992, May 12, 1993, May 4, 1995, June 27, 2001, February 8, 2002, September 10, 2003, September 16, 2004, and November 29, 2004, and January 29, 2021, the Executive Director approved Amendment Nos. One, Two, Three, Four, Five, Six, Seven, Eight, Nine, Eleven, and Twelve, and Thirteen to which this amended permit is hereby issued. Your request submitted for Amendment No. Ten was returned unfiled on September 3, 2004:
I. Authorization
A. Authorized Project. Subject to the conditions stated below, the permittee is granted permission to do the following on Assessor's Parcel Nos. 55-01-24 and 55-01-26, in the City of Vallejo, Solano County:
1. In the Bay
a. Initially dredge 400,000 cubic yards of material and thereafter maintenance dredge 30,000 cubic yards over a five-year period with disposal at the Corps of Engineers Carquinez Strait disposal site;
b. Construct a 1,600-foot-long wood sheet pile, steel frame breakwater covering 8,000 square feet of Bay surface area;
11,
DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
PERMIT NO. 1986.001.13 (AMENDMENT NO. THIRTEEN) January 29, 2021 City of Vallejo Page 2
c. Construct and use 350 berths covering a total of 110,000 square feet of Bay surface area;
d. Install 6,574 cubic yards of riprap over a 142,000-square-foot area for shoreline protection purposes;
e. Construct and use public access platforms totaling 1,200 square feet; f. Install storm drain outfall pipes as needed;
g. Use a maximum of 5% (40 berths) of the total 800 berths in the marina for live-aboards to provide security for the Vallejo Municipal Marina.
Houseboats are not authorized (Amendment No. Six);
h. Perform marina maintenance activities including: (1) replace existing wood sheet pile wall facing and associated wood-pilings with vinyl wall facing and concrete pilings of the same size; and (2) replace select finger floats and piling resulting in an overall reduction in the amount of floating fill by 156 square feet (Amendment No. Seven);
i. Remove at least eight existing docks (totaling approximately 1,400 square feet) from the northern most portion of the marina and subsequently install, use and maintain an approximately 1,300-square-foot floating dock with steel guide piles for use by the U.S. Coast Guard, as outlined in the letter of Agreement (CN 8-01) issued to the U.S. Coast Guard on November 2, 2001 (Amendment No. Eight) and, in the same location, install, use, and maintain an additional 1,150 square feet of floating dock (Amendment No. Eleven); and
j. Maintenance dredge 92,500 cubic yards of material from the South Marina to a project depth of –8 feet Mean Low Low Water (docks) and –11 feet Mean Low Low Water (fairways) plus one foot allowable overdepth in all areas (Exhibits A and B), and dispose of all material at the Carquinez Strait Disposal Site (SF-9), an approved upland location, or a location outside the Commission’s jurisdiction (Amendment No. Nine).;
k. Remove an approximately 360-foot-long section of damaged vinyl sheet piles and steel tube whalers from an existing breakwater system, totaling approximately 720 square feet (747 cubic yards), and dispose of outside of the Commission’s jurisdiction (Amendment No. Thirteen); l. Repair and maintain the existing plumb and H-piles of the breakwater system (Amendment No. Thirteen);
m. Install, repair, and maintain approximately twenty-nine FRP (fiberglass reinforced plastic) breakwater panels between existing plumb H-piles, including galvanized steel frames, connectors, caps, and other hardware,
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along approximately 360 linear feet of an existing breakwater system, totaling approximately 360 square feet (293 cubic yards) (Amendment No.
Thirteen); and
n. During construction only, use a barge for construction activities (Amendment No. Thirteen).
2. Within the 100-foot Shoreline Band
a. Excavate 2.3 acres of upland to create new Bay surface area and dispose of the material at the Corps of Engineers Carquinez Strait disposal site; b. Construct and use a 3,000-square-foot marina office, restroom, and laundry facility;
c. Construct and use a 600-square-foot restroom facility; d. Pave and use a 22,400-square-foot portion of a total 53,300-square-foot area for 63 parking spaces;
e. Install 518 cubic yards of riprap over a 11,188-square-foot area for shoreline protection purposes;
f. Place approximately 3,000 cubic yards of earth material over a 50,000- square-foot area to raise the site and provide proper drainage; g. Make improvements on Mare Island Way consisting of widening the road and sidewalk within a 19,000-square-foot area;
h. Construct and use 51,700 square feet (1.18 acres) of public access improvements consisting of 23,000 square feet of paved walkways and 26,200 square feet of landscaping; and
i. Install, use and maintain a 4,000-square-foot modular building, use and maintain an existing storage building at the northern most end of the marina for a U.S. Coast Guard multi-purpose facility, as outlined in the Letter of Agreement (CN 8-01) issued to the U.S. Coast Guard on November 2, 2001 (Amendment No. Eight) and, in the same location, install two sheds measuring 560 square feet and 192 square feet, respectively (originally installed without Commission authorization) and one additional shed measuring 560 square feet (Amendment No. Eleven).
B. Based on Application Dated. This amended authority is generally pursuant to and limited by the application dated July 10, 1986, including its accompanying and subsequent exhibits, as amended July 23, 1986 and August 21, 1986, your request for Amendment No. One, dated December 21, 1987, your request for Amendment No. Two, dated December 15, 1988, your request for Amendment No. Three, dated March 15, 1991, your request for Amendment No. Four, dated November 5, 1992, your request for Amendment No. Five, dated May 3, 1993,
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your letter dated August 4, 1993, requesting Amendment No. Six, your letters dated February 14, 2001 and May 4, 2001 requesting Amendment No. Seven, your letter dated December 27, 2001 requesting Amendment No. Eight, your request for Amendment No. Nine, dated April 10, 2003, and a letter from the U. S. Coast Guard dated April 1, 2004, a letter from the City of Vallejo dated July 27, 2004, requesting Amendment No. Eleven, and your letter received on October 5, 2004, in response to our letter dated September 16, 2004, in which you requested to revise Special Condition II-C-2 of this amended permit, requesting Amendment No. Twelve, and your request for Amendment No. Thirteen, dated March 5, 2020, including all accompanying and subsequently submitted correspondence and exhibits, but subject to the modifications required by conditions hereto. Your request submitted for Amendment No. Ten was returned unfiled on September 3, 2004.
C. Deadlines for Completing Authorized Work. Work authorized in the original permit was to commence prior to January 1, 1988, or the original permit would lapse and become null and void. Construction of the original facilities authorized herein were also required to be diligently pursued to completion and required to be completed within three years of commencement or by July 1, 1993, whichever was earlier, unless an extension of time was granted by a further amendment of the amended permit prior to its expiration. Maintenance dredging may not occur after July 1, 1993, unless an extension of time was granted by a further amendment of the amended permit. Live-aboard use authorized by Amendment No. Six herein is authorized through April 30, 2005, unless an extension of time was granted by further amendment of this amended permit.
Work authorized in Amendment No. Seven was to commence prior to December 1, 2002 or the amended permit would lapse and become null and void. The activities authorized in Amendment No. Seven was also to be diligently pursued to completion and must be completed within two years of commencement, or by December 1, 2004, whichever was earlier, unless an extension of time was granted by further amendment of the amended permit.
Work authorized under Amendment No. Eight was to commence prior to August 31, 2003 and also to be diligently pursued to completion within two years of commencement or by August 31, 2005, whichever was earlier, unless an extension of time was granted by further amendment of the amended permit.
Work authorized in Amendment No. Nine was to commence prior to December 1, 2004, or this amended permit will was to lapse and become null and void. Such work must was to be diligently pursued to completion and must be completed within two years of commencement, or by December 1, 2006, whichever is was earlier, unless an extension of time is was granted by further amendment to the amended permit.
The 1,150-square-foot floating dock extension, and a 560-square-foot shed and a 192- square-foot shed at the U. S. Coast Guard facility were originally installed without the Commission’s authorization, and are permitted through an after-the-fact authorization in Amendment No. Eleven to this amended permit. A third shed measuring 560 square feet at the U. S. Coast Guard facility authorized through Amendment No. Eleven of this amended permit DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
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must be installed prior to September 1, 2007, or this amended permit will was to lapse and become null and void. This work must was to be diligently pursued to completion and must be completed within two years of commencement or by September 1, 2009, whichever is was earlier, unless an extension of time is was granted by further amendment to this amended permit.
The project authorized in Amendment No. Thirteen must commence by August 1, 2023, and must be diligently pursued to completion within three years of commencement, or no later than October 15, 2026, unless an extension of time is granted by a further amendment of this amended permit.
D. Project Summary. This amended project will provide 1.18 acres of public access improvements consisting of 25,500 square feet of paved walkways and 26,200 square feet of landscaping. In addition, this project will create 2.3 acres of new Bay surface area by excavating upland to create adequate water area for marina berths.
II. Special Conditions
The amended authorization made herein shall be subject to the following special conditions, in addition to the standard conditions in Part IV:
A. Specific Plans and Plan Review
1. Plan Review. No work whatsoever shall be commenced pursuant to this amended permit until final precise site, engineering, dredging, grading, live- aboard, architectural, irrigation, and landscaping plans and any other relevant criteria, specifications, and plan information for that portion of the work have been submitted to, reviewed, and approved in writing by or on behalf of the Commission. The specific drawings and information required will be determined by the staff. To save time, preliminary drawings should be submitted and approved prior to final drawings.
a. Site, Architectural, Irrigation, and Landscaping Plans. Site, architectural, irrigation, and landscaping plans shall include and clearly label the mean high tide line, the line 5 feet above mean sea level in marshlands, the line 100 feet inland of the mean high tide line, property lines, the boundaries of all areas to be reserved for public access purposes and open space, grading, details showing the location, types, dimensions, and materials to be used for all structures, irrigation, landscaping, drainage seating, parking, signs, lighting, fences, paths, trash receptacles, utilities, and other proposed improvements.
b. Dredging Plans. Dredging plans shall include the existing and finished elevations to be achieved, a calculation of the amount of material to be removed, and a specification that the material be taken to the Carquinez Strait dredge disposal site, or to a non-priority use designated area, or non- wetland site outside the Commission's jurisdiction.
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c. Engineering Plans. Engineering plans shall include a complete set of contract drawings and specifications and design criteria. The design criteria shall be appropriate to the nature of the project, the use of any structures, soil and foundation conditions at the site, and potential earthquake- induced forces. Final plans shall be signed by the professionals of record and be accompanied by:
(1) Evidence that the design complies with all applicable codes; and (2) Evidence that a thorough and independent review of the design detail", calculations, and construction drawings has been made. d. Live-aboard Plans. The final live-aboard plans submitted for review and approval, shall specifically show all facilities required herein for live-aboard use and the location and distribution of each berth designated for live- aboard use shall be generally consistent with the berthing plan submitted on April 28, 1995. Within ten days of any change in the location or use of any live-aboard boat or other vessel used for residential purpose, the permittee shall submit a revised plan showing and describing the change.
Plans submitted shall be accompanied by a letter requesting plan approval, identifying the type of plans submitted, the portion of the project involved, and indicating whether the plans are final or preliminary. Approval or disapproval shall be based upon: (a) completeness and accuracy of the plans in showing the features required above, particularly the mean high tide line, the line 5 feet above mean sea level in marshlands property lines, and the line 100 feet inland of the mean high tide line, and any other criteria required by this amended permit; (b) consistency of the plans with the terms and conditions of this amended permit; (c) the provision of the amount and quality of public access to and along the shoreline and in and through the project to the shoreline required by this amended permits (d) consistency with legal instruments reserving public access and open space areas; (e) assuring that any fill in the Bay does not exceed this amended permit and will consist of appropriate shoreline protection materials as determined by or on behalf of the Commission; (f) consistency of the plans with the recommendations of the Design Review Board; (g) consistency of the plans with the recommendations of the Engineering Criteria Review Board; and (h) assuring that appropriate provisions have been incorporated for safety in case of a seismic event.
Plan review shall be completed by or on behalf of the Commission within 45 days after receipt of the plans to be reviewed.
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2. Conformity with Final Approved Plans. All work, improvements, and uses shall conform to the final approved plans. Prior to any use of the facilities authorized herein, the appropriate design professional(s) of record shall certify in writing that, through personal knowledge, the work covered by the amended permit has been performed in accordance with the approved design criteria and in substantial conformance with the approved plans. No noticeable changes shall be made thereafter to any final plans or to the exterior of any constructed structure, outside fixture, lighting, landscaping, signs, parking area, or shoreline protection work without first obtaining written approval of the changes by or on behalf of the Commission.
3. Discrepancies between Approved Plans and Special Conditions. In case of any discrepancy between final approved plans and special conditions of this amended permit or legal instruments approved pursuant to this amended permit, the special condition or the legal instrument shall prevail. The permittee is responsible for assuring that all plans accurately and fully reflect the special conditions of this amended permit and any legal instruments submitted pursuant to this amended permit.
4. Construction Documents. The development authorized herein shall be built generally in conformance with the following documents:
a. Amendment No. Thirteen: “Purpose: Proposed Vallejo Breakwater Repair” Sheet 1 through 7, prepared by Foth & Van Dyke and Associates, Inc., dated April 20, 2020, submitted as part of the application.
The permittee(s) is responsible for assuring that all construction documents accurately and fully reflect the terms and conditions of this permit and any legal instruments submitted pursuant to this authorization. No substantial changes shall be made to these documents without prior review and written approval by or on behalf of the Commission through plan review or a permit amendment. No additional plan review is required for the project authorized by Amendment No. Thirteen.
B. Public Access
1. Area. Prior to the commencement of any work authorized herein, the permittee shall, by instrument or instruments acceptable to counsel for BCDC, dedicate to a public agency or otherwise permanently guarantee rights in favor of the public for access for walking, sitting, picnicking, viewing, and related purposes to the
1.18-acre area on the shoreline beginning at the southeastern terminus of the existing marina promenade and continuing to the end of the southerly breakwater, as shown on Exhibit A. The access area shall have a minimum width of 30 feet and no commercial building shall be closer than 55 feet from the bayward edge of the esplanade.
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2. Instrument. An instrument submitted to counsel for BCDC approval pursuant to Special Condition II-B shall create permanent rights in favor of the public (which rights shall commence after completion of construction of the public access improvements required herein) for the purposes indicated and shall include a map that shows the property lines and dimensions of such areas, and contains a metes and bounds description of the areas. The instrument shall be in a form suitable for recording in Solano County. Approval or disapproval of the instrument shall occur within 30 days after submittal for approval and shall be based upon the efficiency of the instrument to create the rights and duties indicated in this condition. Within 60 days after approval, the permittee shall record the instrument and shall provide evidence of recording to the Commission.
3. Improvements. Prior to the occupancy of any of the berths located at "J" Dock authorized herein, or no later than November 1, 1991, the public access improvements described below shall be completed pursuant to Special Condition II-A-1 and shall substantially conform to the plans entitled City of Vallejo Marina Expansion Project, Project Improvements Plan," prepared by the City of Vallejo Planning Department, dated June 17, 1986 and revised July 16, 1986 a. Construct 23,000 square feet of 10-foot-wide walkways along the shoreline joined in the middle of the shoreline with a 1,200-square-foot concrete platform;
b. Install 26,200 square feet of irrigated landscaping along the shoreline; c. Provide several seating areas with benches and trash receptacles within the public access areas at locations approved pursuant to Special Condition II-A-1;
d. Provide two picnic areas, covering 9,900 square feet, with tables within the public access areas, at locations approved pursuant to Special Condition II-A-1;
e. Provide and sign the two restroom facilities for public use to be available at least between 7:30 a.m. to 5:30 p.m. daily; and
f. Provide several public access and public shore parking signs of a design and size at appropriate locations along the shoreline and directing the public to the shoreline from public thoroughfares, to be approved pursuant to Special Condition II-A-1.
4. Maintenance of Public Access Areas. All areas and improvements required by Special Condition II-8 including irrigation, landscaping, signs, and public paths shall be permanently maintained by, and at the expense of, the permittee, any assigned lessee, and sublessee or any other successor in interest. Maintenance shall include repairs to all path surfaces, replacement of any plant material that DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
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dies or becomes unkempt, and assuring that public access signs remain in place and visible. Within 30 days after notification by staff, the permitted or any successor and/or assignee shall correct any maintenance deficiency noted in a staff inspection of the site.
5. Hours and Rules. The permittee may impose reasonable rules and restrictions for the use of the public access areas to correct particular problems that may arise upon use. Such limitations, rules, and restrictions shall have first been approved by or on behalf of the Commission upon a finding that the proposed rules would not unduly interfere with reasonable public use of the public access areas and would tend to correct a specific problem that the permitted has both identified and substantiated.
6. U.S. Coast Guard Facility. The multi-purpose U.S. Coast Guard facilities authorized under Amendment No. Eight and Amendment No. Nine (and CN 11-01) for the northern most portion of the marina site shall in no way adversely impact the dedicated public access area (e.g., blocking the promenade, eliminating required public access landscaping, disrupting bay views etc.).
C. Marina and Live-Aboard Conditions
1. Design and Construction. The construction and design standards for marina berths and associated facilities shall at least equal those established by the California Department of Boating and Waterways. Deviations from the standards may be approved by or on behalf of the Commission if the permittee can demonstrate that these facilities con be safely designed and easily maintained if constructed to lesser standards. All construction activity shall be performed to minimize turbidity and to prevent any pollution or navigation hazard.
2. Waste Discharge. The discharge of any solid or liquid wastes, including sewage, oily bilge water, or waste oil, into the Bay within the marina basin shall be in accordance with federal and state regulations. This restriction shall not apply to the discharge of liquid wastes associated with the use of an automatic bilge pump (Amendment No. Twelve).
3. Waste Facilities. Prior to the use of any berth authorized herein, or no later than November 1, 1991, the permittee shall install at least one suitable facility, consistent with the U. S. Coast Guard's design and construction standards, for receiving and disposing of oily bilge water and other petroleum-based wastes and shall install at least one facility for pumping out vessel holding tanks and receiving wastes from portable toilets. Such waste facilities shall be constructed to all applicable codes and standards, shall be connected to onshore waste- treatment facilities, and shall be maintained by the permittee in a safe and sanitary condition. Such waste facilities shall be available to boaters and live- aboard users every day during normal boating hours. The use of the waste DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
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facilities either shall be free of charge or reasonable fees may be imposed solely to cover the cost of the maintenance and operation of the facilities. These waste facilities shall be clearly identified and located so that they can be easily seen and can be conveniently and safely reached by most boats in the water at all stages of the tides.
4. Landside Amenities. The permittee shall provide and maintain in a safe and sanitary condition adequate restrooms, showers, garbage disposal facilities and sewage pumpout facilities for marina users, live-aboard users and their guests.
All restroom facilities shall be available free of charge, conveniently located and open to marina users, live-aboard users and their guests at all times. At least two restroom facilities shall be open to the public during daylight hours, or longer at the discretion of the permittee. Should public use become a nuisance due to vandalism or inappropriate activities, the permittee may apply to the Commission to further restrict or control them. Such application shall be made in writing and shall be approved or disapproved by or on behalf of the Commission upon a finding that a public nuisance exists and the further restriction or closure would tend to correct a specific problem that has been both identified and fully substantiated.
5. Prohibition on Sales or Long-Term Rental of Berths. The permittee shall not grant or transfer any right to use any berth or berths at the marina that exceeds one year in duration unless specifically approved herein.
6. Enforcement Responsibility. The permittee shall adequately enforce the requirements herein and shall submit to the Commission the name, address, and telephone number of the person at the marina responsible for such enforcement. The permittee shall assure that all terms and conditions of this amended permit relating to boating use of the marina are transmitted to boaters using the marina. The permitted shall maintain records of any violations of these terms and conditions and any houseboat or live-aboard boat use of the marina and shall provide such records to the Commission upon request.
7. Live-Aboard Boats. Live-aboard boats authorized to be moored in the marina pursuant to Paragraph I-A-1-g shall be those boats designed and used for active navigation but are distinguished from other navigable boats in that they are also used as a primary place of residence.
8. Number and Distribution of Live-Aboards. The permittee may allow no more than 40 live-aboard boats within the marina basin and other water covered areas of the Vallejo Marina. Such vessels are allowed only for the purpose of providing added security for all boat owners, users, and the public. The live-aboard boats shall be distributed throughout the marina as generally shown in plans
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submitted April 28, 1995, in a manner that will provide the greatest security. The number of live-aboard boats shall at no time exceed five percent of the number of berths in the marina.
9. Houseboats. No houseboats shall be moored at the Vallejo Municipal Marina.
10. Tidal Circulation. Adequate tidal circulation shall be maintained in the marina.
D. Live-Aboard Use Requirements
1. The permittee shall make it a requirement of the live-aboard boat use or occupancy of any live-aboard berth authorized by Amendment No. Six that:
(a) any vessel berthed, if equipped with a marine toilet, shall contain an adequate holding tank, incinerator recirculation device, or other equivalent device approved by applicable agencies to preclude discharge of wastes into the waters of the marina, or have the marine toilet rendered inoperable while any such vessel is moored in the marina; and (b) any violation of the waste discharge requirements of this authorization shall be cause for immediate cancellation of the right of such live-aboard use or occupancy. The permittee shall submit to the Commission a copy of the berthing agreement which shall set forth the requirements included in this condition.
2. The use of 40 berths for live-aboard boat purposes shall be limited to a ten-year period commencing from the date of issuance of Amendment No.
Six. The Commission may renew, in ten year increments, the live-aboard boat program, upon the finding that the renewal is consistent with public trust needs and the Commission's policies on recreation and live-aboard boats. At least 90 days prior to the expiration of the initial ten-year period, the permittee shall request the Commission, in writing, to renew the program, and prior to extending the program, the permittee shall obtain such renewal authorization by or on behalf of the Commission.
E. Monitoring Live-Aboard Use and Enforcement Responsibility
1. Permittee’s Responsibility to Enforce. The permittee shall permanently, continuously and fully enforce, through lease provisions, monitoring, notices, education and other appropriate measures, all requirements imposed by Special Conditions II-C and II-D herein.
2. Annual Security Report. Beginning on October 1, 1995, and each year thereafter for so long as the live-aboard use occurs at the marina, the permittee shall submit a report of the activities associated with live-aboard use. Such reports shall provide the following information:
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a. A description of each breach of security at or near the marina, such as thefts, assaults and similar crimes, whether the event was reported to the Vallejo Police Department and what involvement, if any, any occupant or owner of a live-aboard boat had concerning the event.
b. A comparison of the level of public safety that is provided after live-aboard use with the last year previous to formally commencing live-aboard use. c. A certification that 40 of the 454 parking spaces available for the marina will be assigned to meet the needs of the live-aboards.
3. Termination of Authorized Live-Aboard Use. Failure to comply with any of the special conditions at any time after the issuance of this amended permit, may result in the Executive Director requiring the permittee to terminate a specified or all live-aboard use at the marina authorized herein.
F. Dredging and Disposal Activity
1. Pre-Dredging and Disposal Report and Notice. At least 45 days before the commencement of any dredging and disposal episode authorized herein, the permittee shall submit to the Commission’s Executive Director:
a. a bathymetric map showing the location of all areas authorized to be dredged, the authorized depth including overdredge depth based on MLLW, the volume of material proposed to be dredged, and the approximate date of project commencement. At least two (2) weeks prior to the scheduled date of commencement of any dredging episode, the permittee shall notify the Commission staff by telephone or in writing or, if the date of commencement changes, provide an updated schedule.
b. a written statement to the Executive Director that contains: (1) the proposed disposal site and quantity of material to be disposed, and dates within which the disposal episode is proposed; (2) if applicable, a discussion as to how the volume proposed for disposal is consistent with in-Bay disposal allocations and disposal site limits; (3) the results of chemical and biological testing of sediment proposed for disposal; and (4) an alternatives analysis to explain why ocean disposal, upland disposal or beneficial reuse of dredged material is infeasible.
2. Authorization of Disposal. The authorization for the proposed in-Bay disposal shall become effective only if the Executive Director: (1) informs the permittee in writing that the episode is consistent with the authorization provided herein, alternative disposal and beneficial reuse options are infeasible, the volume proposed for disposal is consistent with both in-Bay disposal allocations, if applicable, and the disposal site limits, and the material is suitable for in-Bay disposal; or (2) does not respond to the permittee’s pre-disposal report within 30 days of its receipt. If the Executive Director determines that: (a) ocean disposal, DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
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upland disposal, or beneficial reuse of the material is feasible; (b) the material proposed for disposal is unsuitable for the Bay; or (c) the proposed disposal is inconsistent with in-Bay allocations and disposal site limits, the Commission’s authorization for in-Bay disposal shall be terminated.
3. Post-Dredging Requirements
a. Within (30) days of completion of each dredging episode authorized by this permit, the permittee shall submit to the Commission a bathymetric map showing the actual area(s) and depths dredged including overdredge depth based on Mean Low Low Water (MLLW), any dredging that occurred outside the area or below the depths authorized herein, and a written statement indicating the total volume of material dredged and disposed and the disposal location.
b. If a dredging episode stops for longer than six consecutive months, the permittee must submit, before the dredging episode has resumed, notification to the Commission that dredging will begin again. The permittee is advised that commencement of dredging after longer than six months from the stop date may trigger (1) new sediment characterization, (2) a survey of the dredge area, and/or (3) alternative disposal option analysis. c. If the dredging episode continues longer than one year, whether dredging is continual throughout the year or is fragmented within the episode, the permittee must provide the Commission with the following dredging report:
(1) the actual areas and the depth dredged based on MLLW, and any dredging that occurred outside the area dredged; (2) the actual volume of the material dredged; and (3) the volume and location of the material disposed. The dredging report must be submitted no later than one year after the commencement of the episode, and must be submitted every six months thereafter throughout the life of the permit or until the episode is complete. The permittee is advised additional sediment characterization, bathymetric surveys, and/or alternative disposal analyses may be required at this time. Within 30 days of the completion of the episode, the permittee must submit a dredging report as described in Special Condition 3a.
G. Assignment. The permittee may make a full or partial assignment of the rights and/or duties under this amended permit provided that the assignee is acceptable to the Commission.
The assignment shall be made in writing and clearly indicate which portions are assigned and which portions remain unassigned. Any assignee shall sign a written statement to the affect that he or she has read and understands the conditions of the amended permit, and agrees to be bound by all terms and conditions hereof.
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H. Bay Resources (Amendment No. Thirteen). For the work authorized in Amendment No. Thirteen, the permittee shall reduce impacts to Bay resources and water quality at the site by implementing the following measures. Minor modifications to the below requirements may be approved by the Executive Director upon a finding that they are no less protective of Bay resources or water quality.
1. Work Windows. Work authorized by Amendment No. Thirteen of this permit shall only occur between August 1 and October 15 of each year. This work window shall apply unless the permittee seeks and obtains approval by the Executive Director to work outside this window, and consults with the other resource agencies regarding minimization and avoidance measures for sensitive species.
H. Permit Recording. The permittee shall record this amended permit or a notice referring to this amended permit with Solano County within 60 days after execution of this amended permit and shall provide evidence of recording to the Commission.
I. Debris Removal. All construction debris shall be removed to a location outside the jurisdiction of the Commission. In the event that any such material is placed in any area within the Commission’s jurisdiction, the permittee, its assigns, or successors in interest, or the owner of the improvements, shall remove such material, at its expense, within ten days after it has been notified by the Executive Director of such placement.
J. Construction Operations. All construction operations shall be performed to prevent construction materials from falling into the Bay. In the event that such material escapes or is placed in an area subject to tidal action of the Bay, the permittee shall immediately retrieve and remove such material at its expense.
KI. Creosote Treated Wood. No pilings or other wood structures that have been pressure treated with creosote shall be used in any area subject to tidal action in the Bay or any certain waterway, in any salt pond, or in any managed wetland within the Commission’s jurisdiction as part of the project authorized herein.
L. Abandonment. If, at any time, the Commission determines that the improvements in the Bay authorized herein, have been abandoned for a period of two years or more, or have deteriorated to the point that public health, safety or welfare is adversely affected, the Commission may require that the improvements be removed by the permittee, its assigns or successors in interest, or by the owner of the improvements, within 60 days or such other reasonable time as the Commission may direct.
MJ. Water Quality Approval. At least 45 days prior to the commencement of any dredging episode authorized herein, the permittee shall submit to the Executive Director water quality certification, waste discharge requirements, or any other required approvals from the California Regional Water Quality Control Board, San Francisco Bay Region. Failure to obtain such certification prior to the commencement of any dredging episode shall terminate the Commission’s authorization for that episode. The Executive Director may, upon review of the DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
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Regional Board approval, either: (1) approve the dredging episode consistent with this authorization; or (2) amend this authorization, as necessary, related to water quality issues.
Unless the permittee agrees to amend this authorization in a manner specified by or on behalf of the Commission, this permit shall become null and void.
NK. Two-Year Permit for Dredging. The approximately 92,5000 cubic yards or less of maintenance dredging authorized shall be completed within two (2) years of the date of issuance of this amended permit. No further dredging is authorized (Amendment No. Nine).
OL. Limits on Dredging. This amended permit authorizes maintenance dredging only within area(s) as shown on Exhibits A and B to an authorized depths of –8 feet MLLW within the berths and –11 feet MLLW within the fairways, with allowable overdredge depth of an additional one foot.) No dredging in other areas is authorized (Amendment No. Nine).
PM. Seasonal Limitations. Except as provided below, all dredging and disposal activities shall be confined to the work window, between August 1st and October 15th of any year, to minimize disturbance to the following endangered and special status species:
Species of
Concern
Work Window
Period
Consulting Agency
Steelhead Trout August 1st—
October 15th
CDFWG, NOAA *
Chinook
Salmon (juv)
June 1st -November
30th
NOAA
Longfin Smelt August 1st—
December 31st
FWS*, CDFWG
Sacramento
Splittail
August 1st—
December 31st
FWS, CDFWG
* CDFWG-California Department of Fish and Wildlife Game; NOAA-NOAA Fisheries, FWS—U.S. Fish and Wildlife Service
This work window between August 1st and October 15th is consistent with the Tables F-1 and F-2 of Appendix F, “In-Bay Disposal and Dredging” to the Long-Term Management Strategy (LTMS) Management Plan. No work inconsistent with the time and location limits contained in these tables may be conducted without the approval of the Executive Director, provided that such approval may only be issued (1) after consultation between the US Army Corps of Engineers and the US. Fish and Wildlife Game Service and/or NOAA Fisheries has occurred, if necessary; (2) after consultation between the City of Vallejo and the California Department of Fish and Game has occurred, if necessary; and (3) the Executive Director has determined that dredging and disposal outside of the work window will be consistent with the Commission’s laws and policies.
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QN. Barge Overflow Sampling and Testing. Results of any effluent water quality or other testing required by the California Regional Water Quality Control Board, San Francisco Bay Region shall be submitted in writing to Commission staff at the same time such testing is submitted to the Regional Board.
RO. Monitoring and Enforcement. The permittee shall allow the Commission staff or representatives of other state or federal agencies to come aboard the dredge or barge associated with any dredging or disposal episode and observe the operation(s) to ensure that these activities are consistent with pre-dredging reports required herein and other terms and conditions of this permit. Further, the Commission reserves the right to have post-dredging reports inspected by a reliable third party familiar with bathymetric mapping in order to verify the contents of these reports. If a third party selected by or on behalf of the Commission indicates that a post-dredging report is inaccurate, the Commission reserves the right to require the permittee to submit a revised report that meets the conditions of this permit. If the Commission determines that the post-dredging report indicates that work has occurred beyond that authorized by this amended permit such violation may result in the initiation of enforcement action by or on behalf of the Commission.
SP. Long-Term Management Strategy Program. If, at any time during the effective life of this permit, the Commission’s laws, Bay Plan policies, or regulations are changed and are in effect regarding dredging, dredged material disposal, and beneficial reuse, pursuant to the findings and policies developed through the multi-agency Long-Term Management Strategy Program (LTMS), this permit shall become null and void unless the permittee agrees to amend this authorization to meet the new laws, policies, or regulations in a manner specified by or on behalf of the Commission.
III. Finding and Declarations
This amended authorization is given on the basis of the Commission's findings and declarations that the work authorized herein is consistent with the McAteer-Petris Act, the San Francisco Bay Plan, the Commission's Amended Management Program for San Francisco Bay, and the California Environmental Quality Act for the following reasons:
A. Map. The San Francisco Bay Plan Map No. 15 does not designate the project site for any priority use. Therefore, the proposed project is consistent with the Bay Plan Map.
B. Public Access. The permittee will provide 51,700 square feet (1.18 acres) of landscaped public access on the 6.5-acre site along the newly created 1,300-lineal-foot shoreline. The public access will vary from a minimum of 30 feet wide to a maximum of 55 feet wide. Two landscaped picnic and barbecue areas, approximately 6,700 square feet and 3,200 square feet in size, will be provided at opposite ends of the marina joined by a paved 10-foot- wide walkway with a raised 1,200-square-foot wooden platform in the middle of the project site. Benches, drinking fountains, and trash receptacles will be located within the public access
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areas. The proposed marina office will be located about 55 feet inland of the shoreline and paving for parking will be 30 feet from the new shoreline edge. All the parking spaces will be available for public use.
The public access area will connect with the existing landscaped promenade at the 518-berth municipal marina northwest of the project site and with access located to the southeast at the Vallejo Yacht Club. The construction of these public access improvements will provide over one mile of continuous shoreline access in conjunction with adjacent public access. Therefore, the Commission finds that with the completion of this central 1,300-foot- long shoreline public access system, the proposed project, subject to Special Condition II-B, provides maximum feasible public access.
C. Fill. The permittee will place 8,000 square feet of fill for a breakwater, 142,000 square feet of fill for shoreline protection, 110,000 square feet of fill for 350 berths, and 1,200 square feet of fill for public access platforms. The fill to be placed for the breakwater, shoreline protection, and marina berths is inherently water-oriented and is the minimum necessary to construct the marina. Therefore, the fill is consistent with the Bay Plan policies as to purposes for which some fill may be needed.
The Commission may approve minor amounts of fill for shoreline improvement and public access to the Bay. The 1,200 square feet of fill for public access platforms will provide an opportunity for the public to gain immediate access to the Bay and provide a varied and interesting public access experience along an otherwise straight, long shoreline. Therefore, the Commission finds the 1,200 square feet of fill for public access is the minimum necessary to improve shoreline appearance and provide public access to the Bay.
Amendment No. Seven authorizes routine marina maintenance activities including replacing the existing sheet pile wall facing and associated wood pilings with a vinyl facing and concrete pilings of the same size and replacing and removing select finger piers, resulting in an overall reduction in the amount of Bay fill by 156 square feet.
D. Suitable Site. The proposed marina expansion is located in the Napa River, adjacent to Mare Island Strait. Because the River silts in somewhat more rapidly with sediment than the Bay itself, continued dredging is necessary to maintain adequate depths for berthing and navigation. The permittee originally estimated that maintenance dredging would be 30,000 cubic yards annually. The estimate was based upon the City staff estimate that the marina basin would receive approximately one-foot of sediment annually. The Bay Plan Recreation Policies state: "Marinas should be allowed at any suitable site on the Bay. Unsuitable sites are those that tend to fill up rapidly with sediment.... "
This policy was added to the Bay Plan to address two concerns: whether (1) there is a dry upland site or in-bay disposal site with adequate capacity available for the dredged materials; and (2) whether maintenance dredging would result in the loss or disturbance of
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benthic communities. The dredged materials will be disposed of in the Bay at the federally- designated Carquinez Strait disposal site which the Corps of Engineers states can more than adequately accommodate the marina dredge materials now and in the future. The Corps has noted no accumulation of sediments at this site within the last two years.
Maintenance dredging is unlikely to result in a significant loss or disturbance to benthic communities. Benthic communities take up to 18 months to reestablish after dredging.
Because only 30,000 cubic yards of material will accumulate over a 5 year period, the site will not need to be dredged frequently.
Lastly, the rate of sedimentation at the harbor expansion site will not be unusually rapid; and the design of the marina basin will not increase the rate of sedimentation. Testimony from experts in the field of sediment transport presented to the Commission reveals that actual siltation of the marina basin will occur at a much lower rate than the permittee projected. Four inches per year will accumulate, according to the information presented by the permittee. This rate is comparable to Siltation rates in other similar areas and is significantly less than the two to three feet per year of siltation at the Palo Alto Yacht Harbor, which the Commission has found to be an unacceptably high sediment rate. Additional information also reveals that sediments will more likely first settle within the channel than within the marina basin because of the channel depth and because the breakwater will keep out sediments.
The Commission finds that because the basin will not fill up with sedimentation rapidly and the disposal will take place at a Corps of Engineers disposal site, the project site is suitable for marina development and is consistent with the Bay Plan Policies on Dredging and Recreation.
E. Houseboats and Sale of Berths. The permittee did not request authorization to moor or use any houseboats within the marina or to sell berths in the marina. Therefore, Special Condition II-C-6 prohibits such use.
F. Live-Aboard Boats. Amendment No. Six authorizes the use of 5% (40 berths) of the existing 800 berths at the Vallejo Municipal Marina for live-aboard use. The San Francisco Bay Plan live-aboard policies allow the Commission to authorize up to 10% of the total authorized berths for live-aboard use provided the live-aboards would promote recreational boating use of the marina by serving a security function and are located in the marina consistent with such purpose. The 40 live-aboard vessels authorized herein will be distributed in the marina in a manner that ensures at least one live-aboard at each dock and prevents concentration of numerous live-aboards at only one or two docks. In addition, for consistency BCDC Permit No. 9-82 1982.009.00 has been amended (Amendment No. Five) to authorize the use of 5% of the berths (40 berths) in the marina for live-aboard uses authorized in Amendment No. Six herein. Therefore, as conditioned herein, the Commission finds the live-aboard uses at the marina authorized herein will provide a security and surveillance function in the marina and is consistent with the intended purpose of promoting recreational and boating use of the marina.
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G. Water Quality. The project involves the expansion of an existing marina and, therefore, could impact the water quality in the area because of increased uses of the Bay within a new marina basin. Special Condition II-C requires the installation of a new pumpout facility and disposal facilities for waste materials to assure that water quality within the marina basin is maintained. Amendment No. Twelve modifies language contained in Special Condition II-C of this amended permit, which is intended to ensure that marinas comply with federal and state water quality laws prohibiting the discharge of oily waste, including wastewater, into the Bay. This special condition as originally written, resulted in some marina operators prohibiting boat owners from using automatic bilge pumps, which, in turn put owners at risk of losing their boats and insurance. Therefore, Special Condition II-C was revised so as not to apply to the discharge of liquid wastes associated with use of automatic bilge pumps. The modification to this special condition will not result in adverse effects on the Bay, and thus is a similar activity with no greater adverse impact on the Bay, as defined by Commission Regulation Section 10601(e)(3), to those listed as minor repairs or improvements in Commission Regulation Section 10601. Further, this modification will not result in a material alteration of the original authorization, and thus can be authorized by the Executive Director, pursuant to Commission Regulation Section 10822. Therefore, the Commission finds that the expansion of the marina will not adversely affect water quality.
H. Administrative Amendments.
1. Amendment No. Five. Amendment No. Five authorizes maintenance dredging of 20,000 cubic yards to be completed within one year of commencement, with disposal at the Carquinez Disposal Site (SF-9), a project defined in Regulation Section 10602(a) and 10602(e) as maintenance dredging completed within a period of five years with disposal at an approved in-Bay disposal site, and is thus a “minor repair or improvement” for which the Executive Director may issue an amendment to a permit under Regulation Section 10800(b) and Government Code Section 66632.
2. Amendment No. Seven. Amendment No. Seven authorizes routine marina maintenance activities including replacing the existing sheet pile wall facing and associated wood pilings with a vinyl facing and concrete pilings of the same size and replacing and removing select finger piers, resulting in an overall reduction in the amount of Bay fill by 156 square feet. The activities authorized in Amendment No. Seven are consistent with Regulation Section 10601(a)(6) in that the activities consist of routine repair, reconstruction, replacement, and removal that do not involve any substantial enlargement or change in use. Therefore, the activities authorized in Amendment No. Seven are considered “minor repairs or improvements” for which the Executive Director can issue a non-material amendment to a permit pursuant to Regulation Section 10822.
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The activities authorized in Amendment No. Seven are consistent with the McAteer-Petris Act and the San Francisco Bay Plan in that the activities would result in an overall reduction in the amount of Bay fill in place at the site and the activities would not impact present or future maximum feasible public access to the Bay.
3. Amendment No. Eight. Amendment No. Eight authorizes replacing eight existing recreational marina docks with one large, floating dock, installing a modular office building, and using an existing warehouse for boat maintenance all for the purposes of a multi-purpose U.S. Coast Guard facility, as outlined in the Letter of Agreement issued to the U.S. Coast Guard on November 2, 2001 (CN 11-01).
Amendment No. Eight simply makes the facilities and uses authorized at the marina in BCDC Permit No. 1-86 consistent with the facilities and uses authorized for the Coast Guard in CN 11-01. These activities involve the replacement of berths which is a routine reconstruction that does not “involve any substantial enlargement or change in use” as defined in Commission Regulation Section 10601(a)(6) and the installation of a modular building and use of an existing structure, which involves the placement of small amount of fill and or change in use that does not adversely impact present or future public access nor the environment, as defined in Commission Regulation Section 10601(b)(1). Therefore, the activities authorized under Amendment No. Eight herein are “minor repairs or improvements” for which the Executive Director can issue a nonmaterial amendment pursuant to Regulation Section 10822.
4. Amendment No. Nine. Amendment No. Nine authorizes maintenance dredging of 92,500 cubic yards to be completed within two years of commencement, with disposal at the Carquinez Disposal Site (SF-9), a project defined in Regulation Section 10602(a) and 10602(e) as maintenance dredging completed within a period of five years with disposal at an approved in-Bay disposal site, and is thus a “Minor repair or improvement” for which the Executive Director may issue an amendment to a permit under Regulation Section 10800(b) and Government Code Section 66632.
5. Amendment No. Eleven. Amendment No. Eleven authorizes an 1,150-square-foot floating dock extension in the Bay, an activity characterized as the construction of a multiple boat dock measuring less than 5,000 square feet, and three sheds in the Commission’s 100-foot shoreline band, two measuring 560 square feet each and one measuring 192 square feet, an activity characterized as the placement of a small amount of inorganic fill consistent with a priority use designation and that does not adversely impact public access or the environment, as defined, respectively, in Regulation Sections 10602(a)(1) and 10602(b)(1), and thus qualifying as a “minor repair or improvement” for which the Executive Director may issue a permit amendment under Regulation Section 10822.
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6. Amendment No. Thirteen. Amendment No. Thirteen authorizes the repairs to an existing breakwater system at the Vallejo Marina, the project would have no impact on existing or future public access. Special Condition II.A has been modified to ensure the project is constructed consistent with the plans submitted with the application. Special Condition II.H has been included to ensure the project is constructed within work windows to protect special status species. As defined in Regulation Sections 10601(a)2 and 10601(a)(6) the project authorized by Amendment No. Thirteen qualifies as a “minor repair or improvement” for which the Executive Director may issue a permit amendment under Regulation Section 10822.
I. Environmental Impact. The City of Vallejo, the lead agency and applicant for the original project, certified the Final Environmental Impact Report for the project in May, 1974.
The Final Environmental Impact Report was reviewed again in 1983 together with the proposed project and the environmental impact report prepared in 1974 was found still adequate.
Mitigation for the dredging of the marina basin is not required. The McAteer-Petris Act and Bay Plan policies require that public benefits from fill clearly exceed public detriment from the loss of the water areas and should be limited to water-oriented uses. The Bay Plan recognizes that marinas provide a substantial public benefit and encourages their development for water- oriented recreational purposes. The Bay Plan also recognizes that dredging is necessary to maintain such recreational uses. Finally, 2.3 acres of new Bay surface area will be created as mitigation for the amended project. Therefore, any environmental impacts from the fill or dredging will be offset by the substantial public benefits of the amended project and no further mitigation is required. The project authorized under Amendment No. Eleven, a floating dock extension and the installation of three sheds in the Commission’s 100-foot shoreline band jurisdiction, are characterized as an “minor repair or improvement”, as defined, respectively, in Regulation Sections 10601(a)(1) and 10601(b)(1), and thus are categorically exempt under Regulation Section 11501. The modified special condition language authorized under Amendment No. Twelve is also categorically exempt under Regulation Section 11501.In February 2020, the City of Vallejo as lead agency for the project determined that the project authorized under Amendment No. Thirteen was categorically exempt from the requirement to prepare environmental documentation under CEQA
J. Public Trust. The project will be located on lands granted and leased to the City of Vallejo by the State Lands Commission. Special Condition II-C-6 prohibits the sale or long-term rental of any marina berth that may result in a conflict with public trust purposes. Therefore, by this amended permit, the Commission determines that the project, as conditioned herein, is consistent with public trust needs.
K. After-the-Fact. Amendment No. Eleven is was issued after-the-fact pursuant to Enforcement Investigation No. ER04-24. The issuance of this amendment does not preclude future enforcement action for violations of this amended permit.
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L. Conclusion. For all the above reasons, the Commission finds that the public access proposed is the maximum feasible consistent with the project and the fill is the minimum necessary for the water-oriented purposes proposed and is also minor fill to improve shoreline appearance and public access to the Bay. The Commission further finds, declares, and certifies that the activities authorized herein are consistent with the Commissions Amended Management Program for San Francisco Bay, as approved by the Department of Commerce under the Federal Coastal Zone Management Act of 1972, as amended.
IV. Standard Conditions
A. Permit Execution. This amended permit shall not take effect unless the permittee executes the original of this amended permit and returns it to the Commission within ten days after the date of the issuance of the amended permit. No work shall be done until the acknowledgment is duly executed and returned to the Commission.
B. Notice of Completion. The attached Notice of Completion and Declaration of Compliance form shall be returned to the Commission within 30 days following completion of the work.
C. Permit Assignment. The rights, duties, and obligations contained in this amended permit are assignable. When the permittee transfers any interest in any property either on which the activity is authorized to occur or which is necessary to achieve full compliance of one or more conditions to this amended permit, the permittee/transferor and the transferee shall execute and submit to the Commission a permit assignment form acceptable to the Executive Director. An assignment shall not be effective until the assignee executes and the Executive Director receives an acknowledgment that the assignee has read and understands the amended permit and agrees to be bound by the terms and conditions of the amended permit, and the assignee is accepted by the Executive Director as being reasonably capable of complying with the terms and conditions of the amended permit.
D. Permit Runs With the Land. Unless otherwise provided in this amended permit, the terms and conditions of this amended permit shall bind all future owners and future possessors of any legal interest in the land and shall run with the land.
E. Other Government Approvals. All required permissions from governmental bodies must be obtained before the commencement of work; these bodies include, but are not limited to, the U. S. Army Corps of Engineers, the State Lands Commission, the Regional Water Quality Control Board, and the city or county in which the work is to be performed, whenever any of these may be required. This amended permit does not relieve the permittee of any obligations imposed by State or Federal law, either statutory or otherwise.
F. Built Project must be Consistent with Application. Work must be performed in the precise manner and at the precise locations indicated in your application, as such may have been modified by the terms of the amended permit and any plans approved in writing by or on behalf of the Commission.
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G. Life of Authorization. Unless otherwise provided in this amended permit, all the terms and conditions of this amended permit shall remain effective for so long as the amended permit remains in effect or for so long as any use or construction authorized by this amended permit exists, whichever is longer.
H. Commission Jurisdiction. Any area subject to the jurisdiction of the San Francisco Bay Conservation and Development Commission under either the McAteer-Petris Act or the Suisun Marsh Preservation Act at the time the amended permit is granted or thereafter shall remain subject to that jurisdiction notwithstanding the placement of any fill or the implementation of any substantial change in use authorized by this amended permit. Any area not subject to the jurisdiction of the San Francisco Bay Conservation and
Development Commission that becomes, as a result of any work or project authorized in this amended permit, subject to tidal action shall become subject to the Commission’s “bay” jurisdiction.
I. Changes to the Commission’s Jurisdiction as a Result of Natural Processes. This amended permit reflects the location of the shoreline of San Francisco Bay when the permit was issued. Over time, erosion, avulsion, accretion, subsidence, relative sea level change, and other factors may change the location of the shoreline, which may, in turn, change the extent of the Commission’s regulatory jurisdiction. Therefore, the issuance of this amended permit does not guarantee that the Commission’s jurisdiction will not change in the future.
J. Violation of Permit May Lead to Permit Revocation. Except as otherwise noted, violation of any of the terms of this amended permit shall be grounds for revocation. The Commission may revoke any amended permit for such violation after a public hearing held on reasonable notice to the permittee or its assignee if the amended permit has been effectively assigned. If the amended permit is revoked, the Commission may determine, if it deems appropriate, that all or part of any fill or structure placed pursuant to this amended permit shall be removed by the permittee or its assignee if the amended permit has been assigned.
K. Should Permit Conditions Be Found to be Illegal or Unenforceable. Unless the Commission directs otherwise, this amended permit shall become null and void if any term, standard condition, or special condition of this amended permit shall be found illegal or unenforceable through the application of statute, administrative ruling, or court determination.
If this amended permit becomes null and void, any fill or structures placed in reliance on this amended permit shall be subject to removal by the permittee or its assignee if the amended permit has been assigned to the extent that the Commission determines that such removal is appropriate. Any uses authorized shall be terminated to the extent that the Commission determines that such uses should be terminated.
L. Permission to Conduct Site Visit. The permittee shall grant permission to any member of the Commission’s staff to conduct a site visit at the subject property during and after construction to verify that the project is being and has been constructed in compliance with the authorization and conditions contained herein. Site visits may occur during business hours without prior notice and after business hours with 24-hour notice.
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M. Abandonment. If, at any time, the Commission determines that the improvements in the Bay authorized herein have been abandoned for a period of two years or more, or have deteriorated to the point that public health, safety or welfare is adversely affected, the Commission may require that the improvements be removed by the permittee(s), its assignees or successors in interest, or by the owner of the improvements, within 60 days or such other reasonable time as the Commission may direct.
N. Best Management Practices
1. Debris Removal. All construction debris shall be removed to an authorized location outside the jurisdiction of the Commission. In the event that any such material is placed in any area within the Commission's jurisdiction, the permittee, its assigns, or successors in interest, or the owner of the improvements, shall remove such material, at their expense, within ten days after they have been notified by the Executive Director of such placement.
2. Construction Operations. All construction operations shall be performed to prevent construction materials from falling, washing or blowing into the Bay. In the event that such material escapes or is placed in an area subject to tidal action of the Bay, the permittee shall immediately retrieve and remove such material at its expense.
O. In-Kind Repairs and Maintenance. Any in-kind repair and maintenance work authorized herein shall not result in an enlargement of the authorized structural footprint and shall only involve construction materials approved for use in San Francisco Bay. Work shall occur during periods designated to avoid impacts to fish and wildlife. The permittee(s) shall contact Commission staff to confirm current restricted periods for construction.
A. All required permissions from governmental bodies must be obtained before the commencement of work; these bodies include, but are not limited to, the U.S. Army Corps of Engineers, the State Lands Commission, the Regional Water Quality Control Board, and the city and/or county in which the work is to be performed, whenever any of these may be required.
This amended permit does not relieve the permittee of any obligations imposed by State or Federal law, either statutory or otherwise.
B. The attached Notice of Completion and Declaration of Compliance form shall be returned to the Commission within 30 days following completion of the work.
C. Work must be performed in the precise manner and at the precise locations indicated in your application and amendment requests, as such may have been modified by the terms of the amended permit and any plans approved in writing by or on behalf of the Commission.
D. Work must be performed in a manner so as to minimize muddying of waters, and if diking is involved, dikes shall be waterproof. If any seepage returns to the Bay, the permittee will be subject to the regulations of the Regional Water Quality Control Board in that region.
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E. The rights, duties, and obligations contained in this amended permit are assignable.
When the permittee transfers any interest in any property either on which the authorized activity will occur or which is necessary to the full compliance of one or more conditions to this amended permit, the permittee/transferor and the transferee shall execute and submit to the Commission an amended permit assignment form acceptable to the Executive Director. An assignment shall not be effective until the assignee executes and the Executive Director receives an acknowledgment that the assignee has read and understands the amended permit and agrees to be bound by the terms and conditions of the amended permit, and the assignee is accepted by the Executive Director as being reasonably capable of complying with the terms and conditions of the amended permit .
F. Unless otherwise provided in this amended permit, all the terms and conditions of this amended permit shall remain effective for so long as the amended permit remains in effect or for so long as any use or construction authorized by this amended permit exists, whichever is longer.
G. Unless otherwise provided in this amended permit, the terms and conditions of this amended permit shall bind all future owners and future possessors of any legal interest in the land and shall run with the land.
H. Unless otherwise provided in this amended permit, any work authorized herein shall be completed within the time limits specified in this amended permit, or, if no time limits are specified in the amended permit, within three years. If the work is not completed by the date specified in the amended permit, or, if no date is specified, within three years from the date of the amended permit, the amended permit shall become null and void. If this amended permit becomes null and void for a failure to comply with these time limitations, any fill placed in reliance on this amended permit shall be removed by the permittee or its assignee upon receiving written notification by or on behalf of the Commission to remove the fill.
I. Except as otherwise noted, violation of any of the terms of this amended permit shall be grounds for revocation. The Commission may revoke any amended permit for such violation after a public hearing held on reasonable notice to the permittee or its assignee if the amended permit has been effectively assigned. If the amended permit is revoked, the Commission may determine, if it deems appropriate, that all or part of any fill or structure placed pursuant to this amended permit shall be removed by the permittee or its assignee if the amended permit has been assigned.
J. This amended permit shall not take effect unless the permittee executes the original of this amended permit and returns it to the Commission within ten days after the date of the issuance of the amended permit. No work shall be done until the acknowledgment is duly executed and returned to the Commission.
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K. Any area subject to the jurisdiction of the San Francisco Bay Conservation and Development Commission under either the McAteer-Petris Act or the Suisun Marsh Preservation Act at the time the permit is granted or thereafter shall remain subject to that jurisdiction notwithstanding the placement of any fill or the implementation of any substantial change in use authorized by this amended permit.
L. Any area not subject to the jurisdiction of the San Francisco Bay Conservation and Development Commission that becomes, as a result of any work or project authorized in this amended permit, subject to tidal action shall become subject to the Commission's "bay" jurisdiction up to the line of highest tidal action.
M. Unless the Commission directs otherwise, this amended permit shall become null and void if any term, standard condition, or special condition of this amended permit shall be found illegal or unenforceable through the application of statute, administrative ruling, or court determination. If this amended permit becomes null and void, any fill or structures placed in reliance on this amended permit shall be subject to removal by the permittee or its assignee if the amended permit has been assigned to the extent that the Commission determines that such removal is appropriate. Any uses authorized shall be terminated to the extent that the Commission determines that such uses should be terminated.
Executed at San Francisco, California, on behalf of the San Francisco Bay Conservation and Development Commission on the date first above written.
LAWRENCE J. GOLDZBAND
Executive Director
San Francisco Bay Conservation and
Development Commission
By: __________________________________
ERIK BUEHMANN
Planning Manager
LJG/EB/ra
cc: U. S. Army Corps of Engineers, Attn.: Regulatory Functions Branch San Francisco Bay Regional Water Quality Control Board, Attn.: Certification Section
Environmental Protection Agency
City of Vallejo Planning Department
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* * * * * * * * * * * * * * * * * * * * * * * *
Receipt acknowledged, contents understood and agreed to:
Executed at __________________________ City of Vallejo Permittee
On _________________________________ By: _________________________________
__________________________________
Print Name and Title
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\
\
BOAT REPAIR 11
SlOIAGEfARD
YAOIT MASTERS
CITY OF VALLEJO MARINA
DECEMBER 1999
HARBOR WAY
Ill
EXHl~IT NOT TO SCALE
City of Vallejo.
Permit 1-86 Amendment No. Eight
Revised Exhibit A -
DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
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DocuSign Envelope ID: BA625163-03F7-4433-BA36-87B69FA088E4
San Francisco Bay Conservation and Development Commission 375 Beale Street, Suite 510, San Francisco, California 94105 tel 415 352 3600 fax 888 348 5190 State of California | Gavin Newsom – Governor | [email protected] | www.bcdc.ca.gov Sent Via Certified Mail and Electronic Mail
Date of Mailing: July 18, 2023
ATTN: Melissa Tigbao, Public Works Director and Mike Malone, City Manager City of Vallejo
555 Santa Clara Street #3
Vallejo, CA 94590
Email: [email protected] and [email protected] Subject: BCDC Enforcement Case ER2019.018.00, Notice of Violations of the McAteer-Petris Act and BCDC Permit 1986.001.13
D
ear Ms. Tigbao and Mr. Malone:
On February 13, 2019, BCDC staff informed then Director of Public Works Terrance Davis that the City of Vallejo (“City”) was in violation of the terms of BCDC Permit 1986.001.13 by providing live-aboard boat housing on the Bay with an expired authorization and failing to submit required annual security reports. In November 2019, the City conducted a self- compliance check which indicated seven additional violations, and more violations at this site have surfaced since then. The City has made efforts to resolve some of these violations. This letter describes the violations that are outstanding and for which fines may accrue. Per BCDC’s Executive Director, BCDC will not pursue administrative fines for any heretofore resolved violations of Permit 1986.001.13 or the McAteer-Petris Act.
You have thirty-five (35) calendar days from the date of this letter (until Tuesday, August 22, 2023) to resolve each of the three outstanding violations described below before fines begin to accrue. For each violation that is not fully corrected within 35 days of the mailing of this letter, fines will accrue pursuant to the appropriate provision of California Code of Regulations, Title 14, Section 11390(a).
1 A detailed description of how fines accrue is attached to this letter in Appendix 1.
1 Failure to correct the viola�ons iden�fied in this leter may result in ini�a�on of formal enforcement proceedings, which would include public hearings before the Commission and the issuance of a Cease and Desist and Civil Penalty Order, which could include penal�es of up to $30,000 per viola�on.
Melissa Tigbao, Mike Malone Page 2
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
Violation One: Closing the permanent public restroom facility since at least November 25, 2019, which was required to be continuously maintained beginning no later than November 1, 1991. (Fines accrue pursuant to Cal. Code Regs. Title 14 § 11390(a)(3)).
This activity represents a violation of the following:
Permit 1986.001.13 Special Conditions II.A.2. All work, improvements, and uses shall conform to the final approved plans… No noticeable changes shall be made thereafter to any final plans or to the exterior of any constructed structure, outside fixture, lighting, landscaping, signs, parking area, or shoreline protection work without first obtaining written approval of the changes by or on behalf of the Commission.
Permit 1986.001.13 Special Condition II.B.3.e. Prior to the occupancy of any of the berths located at "J" Dock authorized herein, or no later than November 1, 1991, the public access improvements described below shall be completed pursuant to Special Condition II-A-1 and shall substantially conform to the plans entitled City of Vallejo Marina Expansion Project, Project Improvements Plan," prepared by the City of Vallejo Planning Department, dated June 17, 1986 and revised July 16, 1986: Provide and sign the two restroom facilities for public use to be available at least between 7:30 a.m. to 5:30 p.m. daily.
Permit 1986.001.13 Special Condition II.C.4. At least two restroom facilities shall be open to the public during daylight hours, or longer at the discretion of the permittee.
These Permit requirements have not been satisfied. Noticeable changes were made to the exterior of the public restroom facility by placing a key-fob-reader and a sign indicating that the restrooms are accessible only to marina staff, marina residents, and their escorted guests. The restroom facilities are always locked to the public. The same actions are required to reach compliance with each of the above three standard conditions; therefore, the closure of the permanent public restrooms constitutes one Permit violation.
Staff recommendation to resolve Violation One:
a. BCDC recognizes the City’s efforts to resolve this violation by beginning renovations to reopen the public restroom facilities and placing a temporary facility during construction. Bring the site back into compliance with the permit by completing the renovations outlined in “F3 Vallejo Marina Accessibility Upgrades/Barrier Removal:
Revisions,” dated February 18, 2022, consistent with BCDC’s conditional approval dated May 11, 2023.
b. Maintain the “Compact Silver Series A.D.A. Restroom Trailer” which was placed on June 16, 2023, consistent with the description in “Response to Notice of Violations Memorandum, Temporary Restroom Location Plan – Revised,” dated March 27, 2023, consistent with BCDC’s conditional approval dated May 11, 2023.
c. When the renovations to the permanent facilities are complete, please alert me and BCDC staff will visit the site prior to the removal of the temporary facility to first ensure compliance. Staff will visit the site within a few days following the reopening of the
Melissa Tigbao, Mike Malone Page 3
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
permanent facility so that the temporary unit rental is not unnecessarily extended. Once staff confirms firsthand that the permanent upgrades are compliant, the temporary facility can be removed.
Violation Two: Making an unauthorized substantial change in use of A-Dock by abandoning a water structure (“vacant non-use”). (Fines accrue pursuant to Cal. Code Regs. Title 14 § 11390(a)(4)).
This activity represents a violation of the following:
McAteer-Petris Act Section 66632(a). Any person or governmental agency wishing to place fill, to extract materials, or to make any substantial change in use of any water, land or structure, within the area of the commission’s jurisdiction shall secure a permit from the commission and, if required by law or by ordinance, from any city or county within which any part of the work is to be performed. For purposes of this title, “fill” means earth or any other substance or material, including pilings or structures placed on pilings, and structures floating at some or all times and moored for extended periods, such as houseboats and floating docks. For the purposes of this section “materials” means items exceeding twenty dollars ($20) in value.
Per subsection 10125 of the Commission’s regulations, both a substantial lessening in the intensity of use, and alteration of a structure resulting in adverse effects to existing [visual] public access constitute a “substantial change in use.” A-Dock, which was initially authorized to moor up to about 100 vessels, was in full service prior to the execution of the initial permit in 1986. The marina basin silts heavily on the northwest corner where A-Dock is located, and the dock now sits in the mud and is being slowly consumed by siltation. Pieces of the dock have broken off or become buried. Due to lack of maintenance dredging in the area, the dock became unusable, and the marina stopped using it altogether in 2007. Therefore, the City has one McAteer-Petris Act violation.
Additionally, Permit 1986.001.13 Standard Condition M states: If, at any time, the Commission determines that the improvements in the Bay authorized herein have been abandoned for a period of two years or more, or have deteriorated to the point that public health, safety or welfare is adversely affected, the Commission may require that the improvements be removed by the permittee(s), its assignees or successors in interest, or by the owner of the improvements, within 60 days or such other reasonable time as the Commission may direct.
The City was informed of the requirement to remove A-Dock on March 17, 2023. BCDC understands that the City expects the A-Dock removal project to cost over the $100,000 threshold needed for a public bid, and that the work will need to go out for an RFP per the City’s purchasing policy after the monies are appropriated in the 2023/24 fiscal year budget.
Melissa Tigbao, Mike Malone Page 4
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
Staff recommendation to resolve Violation Two: Obtain an amendment to Permit 1986.001.13 to require the removal of A-Dock. This violation will be considered resolved when a permit amendment for the removal of A-Dock is issued. Note that once you obtain authorization for the removal, if the structure is not removed in the agreed upon timeframe, the persistence of A-Dock will likely be considered a new violation.
Violation Three: Closing the marina from 11:00 PM to 5:00 AM daily since at least November 25, 2019, without receiving approval by or on behalf of the Commission. (Fines accrue pursuant to Cal. Code Regs. Title 14 § 11390(a)(3)).
This activity represents a violation of the following:
Permit 1986.001.13 Special Condition II.B.5, “Hours and Rules”. The permittee may impose reasonable rules and restrictions for the use of the public access areas to correct particular problems that may arise upon use. Such limitations, rules, and restrictions shall have first been approved by or on behalf of the Commission upon a finding that the proposed rules would not unduly interfere with reasonable public use of the public access areas and would tend to correct a specific problem that the permitted has both identified and substantiated.
Staff recommendation to resolve Violation Three:
• Reopen public access areas consistent with the terms of Permit 1986.001.13, including removing the signs and any other methods used to obstruct public access from 11:00 PM to 5:00 AM; or
• If you wish to impose the restriction on the use of the public access area, obtain BCDC approval for reasonable rules and restrictions in a manner consistent with Special Condition II.B.5. of Permit 1986.001.13.
I am available to answer your questions and discuss your concerns during this time. Feel free to reach out to me using the contact information provided below.
Sincerely,
Rachel Cohen
Enforcement Analyst
San Francisco Bay Conservation and Development Commission 375 Beale Street, Suite 510
San Francisco, California 94105
Tel: 415-352-3661
Email: [email protected]
Website: www.bcdc.ca.gov
Melissa Tigbao, Mike Malone Page 5
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
RC/mm
Cc: Travis Lund, F3 Marina General Manager, [email protected] Brent Plater, BCDC Lead Enforcement Attorney, [email protected]
Melissa Tigbao, Mike Malone Page 6
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
Appendix 1. Explanation of Standardized Fines Pursuant to the BCDC’s Regulations (Effective October 1, 2022)
Enforcement Options.
Pursuant to Chapter 13, Subchapter 2, Article 3 of the BCDC’s administrative regulations, you may resolve each alleged violation without having to go through a Commission enforcement proceeding by taking each and every corrective action required by this letter and by paying the standardized fines specified in the BCDC’s regulations §11390(a) or (b) or (c), as described below. Pursuant to §11390(d), if you do not make a good-faith effort to correct the alleged violations; have not corrected all the alleged violations within 125 days of the mailing date of this letter (or by the date(s) specified below); or you do not pay the amount of standardized fines assessed by the date payment is due, you may no longer have the option to settle this matter with standardized fines and we may, pursuant to BCDC’s regulations §11321-11334, commence a formal enforcement proceeding that would include public hearings before the Commission, and could lead to the issuance of a cease and desist and civil penalty order with an administratively imposed civil penalty of between $10 and $2,000 per day, up to a maximum of $30,000 per alleged violation.
Opportunity to Complete Corrective Action without Imposition of a Standardized Fine.
Pursuant to §11388, except as provided in §11390(c), if the person responsible for the alleged violation submits information demonstrating that the alleged violation(s) have not occurred or that the responsible person has completed each and every corrective action required by this notice within 35 days after the date of mailing printed above, the Commission shall not impose any standardized fine.
Opportunity to Complete Correction Action with Imposition of a Standardized Fine.
Except as provided in § 11390 (c) and (d), if the person responsible for the alleged violations noted above fails to resolve each violation within 35 days of the date of this letter, that person may resolve their enforcement case by completing each and every corrective action required by this letter and by paying a fine in the amount provided in § 11390(a) and, where applicable, (b), as follows:
§ 11390(a)(1). For the failure to submit an executed Commission permit before commencing the work authorized by the permit, or, for any permit issued to authorize previously commenced or completed work, for failure to return an acknowledged, executed permit within the time period stated in the permit:
Standardized Fines.
If the executed permit is received between 36 and 65 days after the date of the mailing of this letter, you may resolve the penalty portion of the alleged violation by paying a standardized fine of $2,000. If the executed permit is received more than 65 days after the date of the
Melissa Tigbao, Mike Malone Page 7
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $5,000, plus $500 per day, from the 65th day to the date the executed permit is received, up to a maximum fine of $30,000 per violation.
§ 11390(a)(2). For the failure to submit any document other than an executed Commission permit in the form, manner or time required by a Commission permit:
Standardized Fines.
For each document submitted between 36 and 65 days after the date of the mailing of this letter, you may resolve alleged violation by paying a standardized fine of $2,000 per document.
For each document submitted between 66 and 95 days after the date of the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $5,000 per document. For each document submitted more than 95 days after the date of the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $5,000 per document, plus $500 per day, from the 96
th day to the date the document is received, up to a
maximum fine of $30,000 per document.
§ 11390 (a)(3). For the failure to comply with any condition required by a Commission permit not covered by (a)(1) or (a)(2):
Standardized Fines.
If corrected between 36 and 65 days after the date of the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $2,000 for each violation of each separate permit requirement. If corrected between 66 and 95 days after the date of the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $5,000 for each violation of each separate permit requirement. If corrected more than 95 days after the date of the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $5,000 for each violation noted above, plus $500 per day per violation, from the 96th day to the date the required improvements are provided, up to a maximum fine of $30,000 per permit requirement.
§ 11390 (a)(4). For the failure to obtain a Commission permit or an amendment to a previously issued Commission permit prior to undertaking any activity that can be authorized by an administrative permit or an amendment to a previously issued Commission permit:
Standardized Fines.
If either a complete and properly executed application accompanied by a check or money order for the application fee is submitted between 36 and 65 days and a permit or permit amendment is obtained within 155 days after the date of the mailing of this letter, or the unauthorized activity is completely corrected between 36 and 65 days after the mailing date of this letter, then you may resolve the alleged violation by paying a standardized fine of $2,000.
Melissa Tigbao, Mike Malone Page 8
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
If a complete, executed application and fee is submitted between 66 and 95 days and a permit or permit amendment is obtained within 185 days after the date of the mailing of this letter, or the unauthorized activity is completely corrected between 66 and 95 days after the mailing date of this letter, then you may resolve the alleged violation by paying a standardized fine of $5,000.
If a complete, executed application and fee is submitted, or the unauthorized activity is completely corrected, more than 95 days after the date of the mailing of this letter then you may resolve the violation by paying a standardized fine of $5,000 plus $500 per day from the 96 th day to the date that either the complete, executed application and fee are submitted or the unauthorized activity is completely corrected, up to a maximum fine of $30,000 per violation.
§ 11390 (a)(5). For the failure to obtain a Commission permit prior to undertaking any activity that can be authorized by either a regionwide or abbreviated regionwide permit:
Standardized Fines.
If either a complete notice of intent to proceed (NOI) under a regionwide or abbreviated regionwide permit is submitted between 36 and 65 days and said NOI is approved within 155 days after the date of the mailing of this letter, or the unauthorized activity is completely corrected between 36 and 65 days, you may resolve the alleged violation by paying a standardized fine of $2,000.
If either a complete NOI under a regionwide or abbreviated regionwide permit is submitted between 66 and 95 days and said NOI is approved within 185 days after the date of the mailing of this letter, or the unauthorized activity is completely corrected between 66 and 95 days, you may resolve the alleged violation by paying a standardized fine of $4,000.
If either a complete NOI under a regionwide or abbreviated regionwide permit is submitted, or the unauthorized activity is completely corrected, more than 95 days after the date of the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $4,000, plus $500 per day, from the 96th day to the date the NOI is submitted or the unauthorized activity is completely corrected, up to a maximum fine of $30,000 per violation. § 11390 (a)(6). For the placement of fill, the extraction of materials or a change in use that could not be authorized under the Commission’s laws and policies:
Standardized Fines.
If the violation is corrected and the area returned to its prior status between 36 and 65 days after the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $3,000.
Melissa Tigbao, Mike Malone Page 9
Enf . Case ER20 19.018 .00, Permit 1986.001.13 July 1 8, 2023
If the violation is corrected and the area returned to its prior status between 66 and 95 days after the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $8,000.
If the violation is corrected and the area returned to its prior status more than 95 days after the mailing of this letter, you may resolve the alleged violation by paying a standardized fine of $8,000, plus $500 per day, to the date the violation is completely corrected, up to a maximum fine of $30,000 per violation.
§ 11390(b). A person believed to be responsible for any alleged violation must pay double the amount listed in subsection (a) to resolve the alleged violation if that person has previously paid, or has been assessed but has failed to pay, any standardized fine pursuant to § 11390(a) and § 11391 within the five years prior to resolution of the alleged violation. § 11390(c). If a violation resolved pursuant to § 11388 is repeated by the same person within five years of the resolution of the prior violation, § 11390(a) and (b) shall not apply. Instead, the person believed to be responsible for the subsequent alleged violation may resolve the subsequent alleged violation by paying $200 per day for each day the alleged violation occurs or persists after the mailing date of this letter.
CONSENT CALENDAR 7.D.
DATE: August 5, 2025
TO: Mayor and Members of the City Council
FROM: Oscar Alcantar, Interim Public Works Director
SUBJECT: ADOPT A RESOLUTION APPROVING THE GRANTING OF A UTILITY EASEMENT TO
PACIFIC GAS AND ELECTRIC COMPANY (PG&E) OVER CITY-OWNED PROPERTY AT APN 0068-090-060 FOR THE INSTALLATION OF UNDERGROUND ELECTRICAL
EQUIPMENT, FINDING THE ACTION CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO CEQA GUIDELINES SECTIONS 15303(d) AND 15304(f), AND AUTHORIZING THE CITY MANAGER TO EXECUTE SAID
EASEMENT
RECOMMENDATION
Adopt a Resolution approving the granting of a utility easement to Pacific Gas and Electric Company (PG&E) over City-owned property at APN 0068-090-060 for the installation of underground electrical equipment, finding the action categorically exempt from environmental review pursuant to CEQA Guidelines Sections 15303(d) and 15304(f), and authorizing the City Manager to execute said easement.
REASONS FOR RECOMMENDATION
The easement is needed for PG&E to provide upgraded electrical service to support new equipment proposed by DISH Wireless, a sublessee of AT&T. AT&T leases the cell tower located on City property at 595 Mini Drive under an existing agreement with the City. All improvements will take place within the existing leased area and comply with the terms of the lease.
BACKGROUND AND DISCUSSION
New Cingular Wireless PCS, LLC (AT&T) currently operates a wireless communications monopole located on City-owned property adjacent to Fire Station No. 25. This facility is governed by a lease agreement with the City dated March 1, 2010. Under the terms of the lease, AT&T is permitted to sublease space on the monopole to other telecommunications providers.
DISH Wireless L.L.C., as an authorized sublessee, has submitted a proposal to install new equipment at the existing site. The proposed upgrades are intended to enhance the quality and capacity of DISH’s wireless telecommunications services. The proposed easement requested by Pacific Gas and Electric Company (PG&E) is a 10-foot strip of land, running over and across a portion of the perimeter of the parcel, and will be located above or adjacent to the existing utility easement. The proposed easement is 10’ wide, tapering in width as it runs along the parcel frontage, 262’ long, and is approximately 2,584 square feet more or less.
Public Works and Engineering has determined that this standard utility easement will have no negative impact on the use of the property. All new equipment would be installed within the existing leased area and would comply with the terms and conditions of the original lease agreement.
FISCAL IMPACT
Date: August 5, 2025
Subject: ADOPT A RESOLUTION APPROVING THE GRANTING OF A UTILITY EASEMENT TO
PACIFIC GAS AND ELECTRIC COMPANY (PG&E) OVER CITY-OWNED PROPERTY AT APN 0068-090-060 FOR THE INSTALLATION OF UNDERGROUND
ELECTRICAL EQUIPMENT, FINDING THE ACTION CATEGORICALLY EXEMPT
FROM ENVIRONMENTAL REVIEW PURSUANT TO CEQA GUIDELINES SECTIONS 15303(d) AND 15304(f), AND AUTHORIZING THE CITY MANAGER TO EXECUTE
SAID EASEMENT
The current annual rents collected at the site are $74,296. The current lease provides a 20% revenue share for additional (future) network tenants co-located on the cell tower. To remain competitive, equipment upgrades are necessary. Without the easement and upgraded utility service, the site could be less attractive to sublessees resulting in a loss of revenue.
ENVIRONMENTAL REVIEW
This action is exempt from environmental review under CEQA pursuant to CEQA Guidelines Sections 15303(d) - electrical utility extensions of reasonable length to serve the installation of small new equipment; and 15304(f) - alterations to land involving minor trenching and backfilling where the surface is restored.
ATTACHMENTS
1. RESOLUTION 595 Mini Dr PG&E Easment_CAO Stamp
2. EXHIBIT A - PG&E Easement Deed_Revised
3. PG&E Easement Deed Cover Letter
CONTACT
Oscar Alcantar, Item Director of Public Works
[email protected]
RESOLUTION NO. 25-________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING THE
GRANTING OF A UTILITY EASEMENT TO PACIFIC GAS & ELECTRIC COMPANY (PG&E) OVER CITY-OWNED PROPERTY AT APN 0068-090-060 FOR THE INSTALLATION OF
UNDERGROUND ELECTRICAL EQUIPMENT, FINDING THE ACTION CATEGORICALLY
EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO CEQA GUIDELINES SECTIONS 15303(d) AND 15304(f), AND AUTHORIZING THE CITY MANAGER TO EXECUTE
SAID EASEMENT
WHEREAS, PG&E has requested that the City of Vallejo grant a utility easement for the purpose of installing underground electrical distribution facilities on a portion of City-owned property at APN 0068-090-060; and
WHEREAS, the action to grant a utility easement is categorically exempt from CEQA as the utility easement would be for the electrical utility extension of reasonable length to serve the installation of small new equipment and for minor trenching and backfilling where the surface is restored.
NOW THEREFORE, BE IT RESOLVED that the City of Vallejo hereby Council hereby finds that this action is exempt from environmental review under CEQA pursuant to CEQA Guidelines Sections: 15303(d) – installation of electrical utility extensions of reasonable length to serve small new equipment and facilities and 15304(f) – alterations to the condition of land consisting of minor trenching and backfilling where the surface is restored.
BE IT FURTHER RESOLVED that the City Council of the City of Vallejo hereby approves the Easement Deed in the form attached as EXHIBIT A, with any modification as approved by the City Attorney, to allow PG&E to install underground electrical distribution equipment on APN 0068-090-060.
BE IT FURTHER RESOLVED that the City Manager is directed and authorized to execute said Easement Deed and the City Clerk is directed and authorized to record or cause to be recorded said Easement Deed in the Office of the Solano County Recorder.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF VALLEJO at a regular meeting held on August 5, 2025, with the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ANDREA SORCE, MAYOR
ATTEST:
DAWN G. ABRAHAMSON, CITY CLERK
Utility Distri bution Easement (02/2020)
RECORDING REQUESTED BY AND RETURN TO:
PACIFIC GAS AND ELECTRIC COMPANY
300 Lakeside Drive, Suite 210
Oakland, CA 94612
Attn: Land Rights Library
Location: City/Uninc______________________
Recording Fee $_____________________________
Docum
ent Transfer Tax $ __________
[ ] This is a conveyance where the consideration and
Value is less than $100.00 (R&T 11911).
[ ] Computed on Full Value of Property Conveyed, or
[ ] Computed on Full Value Less Liens
& Encumbrances Remaining at Time of Sale
[ ] Exempt from the fee per GC 27388.1 (a) (2); This
document is subject to Documentary Transfer Tax
Signature of declarant or agent determining tax
(SPACE ABOVE FOR RECORDER'S USE ONLY)
LD# 2404-04-10063 EASEMENT DEED
CIT
Y OF VALLEJO, a municipal corporation,
hereinafter called Grantor , hereby grants to PACIFIC GAS AND ELECTRIC COMPANY, a California corporation, hereinafter called Grantee, the right from time to time to excavate for, construct, reconstruct, replace ( of initial or any other size), remove, maintain, inspect, and u se facilities and associated equipment for public utility purposes, including, but not limited to electric facilities, together with a right of way therefor, on, and under the easement area as hereinafter set forth, and also ingress thereto and egress therefrom, over and across the lands of Grantor situated in the City of Vallejo, County of Solano, State of California, described as follows:
(APN
0068-090-060)
Lot B as shown upon the Record of Survey Map filed for record December 23, 1963 in Book 8 of Surveys at page 68, Solano County Records.
The easement area is described as follows:
The strip of land described in EXHIBIT “A” and shown on EXHIBIT “B” attached hereto and made a part hereof.
Grantor further grants to Grantee the right, from time to time, to trim or to cut down , without Grantee paying compensation, any and all trees and brush now or hereafter within said easement area, and shall have the further right, from time to time, to trim and cut down trees and brush along each side of said easement area which now or hereafter in the opinion of Grantee may interfere with or be a hazard to the facilities installed hereunder, or as Grantee deems necessary to comply with applicable state or federal regulations.
Utility Distribution Easement (02/2020)
Grantor hereby covenants and a grees not to place or construct, nor allow a third party to place or construct, any building or other structure, or store flammable substances, or drill or operate any well, or construct any reservoir or other obstruction within said easement area, or diminish or substantially add to the ground level within said easement area, that will interfere wi th the maintenance and operation of said facilities.
Gra
ntor further grants to Grantee the right to a pportion to another public utility ( as defined in Section 216 of the California Public Utilities Code ) the right to excavate for, construct, reconstruct, replace, remove, maintain, inspect, and use the communications facilities within said easement area including ingress thereto and egress therefrom.
Gra
ntor acknowledges that they have read the “Grant of Easement Disclosure Statement ”, EXHIBIT “C”, attached hereto and made a part hereof.
This
document may be executed in multiple counterparts, each of which shall be deemed an original, but all of which, together, shall constitute one and the same instrument.
The pr
ovisions hereof shall inure to the benefit of and bind the successors and assigns of the respective parties hereto, and all covenants shall apply to and run with the land.
Dated:
__________________, _______.
CIT
Y OF VALLEJO, a municipal corporation,
By:__________________________________
Name:
_______________________________
Tit
le_________________________________
By:__________________________________
Nam
e:_______________________________
Tit
le_________________________________
Utility Dis tribution Easement (02/2020)
S
tate of California
County of )
On __________________________, before me, Notary Public, Insert name
personally appeared
,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I c
ertify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
W
ITNESS my hand and official seal.
( Seal)
Signature of Notary Public
CAPACITY CLAIMED BY SIGNER
[
] Individual(s) signing for oneself/themselves
[ ] C
orporate Officer(s) of the above named corporation(s)
[ ] T
rustee(s) of the above named Trust(s)
[
] Partner(s) of the above named Partnership(s)
[ ] A
ttorney(s)-in-Fact of the above named Principal(s)
[ ] Other
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
Sheet 1 of 2
EXHIBIT "A"
10’ Wide PG&E Easement Strip
Legal Description
10’ Wide PG&E Easement Strip:
Being A 10.00 foot strip of land, over and across, a portion of land as conveyed in Quitclaim Deed, recorded August 21, 1958, in book 1029 at page 165, of Official Records of the County of Solano, State of California, falling 5.00 feet on each side of the following described center line:
COMM
ENCING at the intersection of Corcoran Avenue and Baylor Drive; Thence, N 45°00'00" E, a distance of 905.04 feet along the Centerline of Corcoran, as shown on Record of Survey Map, in book 8 of Surveys at page 68, Solano County Recorders; thence leaving said Centerline, S 45°00'00" E, a distance of 153.09 feet to the TRUE POINT OF BEGINNING:
Cours
e 1) Thence N 38 °52'05" W, a distance of 73.93 feet
Course 2) Thence N 10°10'02" W, a distance of 54.32 feet Course 3) Thence N 45 °00'0" W, a distance of 133.82 feet to the TERMINUS OF THIS DESCRIPTION.
The s
idelines of said Easement shall be shortened or lengthened to intersect with the right-of-way of Corcoran Avenue.
Conta
ining 2,584 square feet, more or less.
The be
aring N 45°00'00" E for the Centerline of Corcoran, as shown on Record of Survey Map, in book 8 of Surveys at page 68, Solano County Recorder’s Office, was used for the Basis of Bearings for this description
See Ex
hibit “B” attached hereto and made a part hereof.
_________________________________
d'Artagnan Alba 12/17/2024
L.S. 9052
/
P.O.C.
L E G E N D
•
P.O.B.
P.O.C.
O.R.
FOUND CONCRETE MONUMENT
PER MAP NO.372 BK. 23 MAPS
PG. 43 O.R.
POINT OF BEGINNING
POINT OF COMMENCEMENT
OFFICIAL RECORDS
PARCEL BOUNDARY
c::J EASEMENT AREA
O'
A
NORTH
40' 80'
SCALE: 1" 40'
160'
/
/
LOTB
R/S BK. 8
SURVEY'S PG.68
O.R.
APN: 0068-090-060
OWNER: VALLEJO CITY
EXHIBIT "B"
PLAT TO ACCOMPANY DESCRIPTION FOR:
PG&E EA SEMEN T PLAT
IN THE CITY OF VALLEJO
COUNTY OF SOLANO, STATE OF C ALIFORNIA
BEING A PORTION OF SECTION 36, TOWNSHIP 4 NORTH, RANG 4 WEST, M.D.B.&M.
DRAWN BY: L. ALBA DATE: 12-17-24 JOB NO.: 56-1617
'UTILITY
POLE
s
P.O. BOX 81626
BAKERSFIELD, CA 93380
PHONE: (661) 393-1217
FAX: (661) 393-1218
\
\
\
\
\
\
\
\
\
\
N
N
E-<
\
\
NOTE: UNLESS OTHERWISE SHOWN, ALL
COURSES EXTEND TO OR ALONG ALL
BOUNDARIES OR LINES.
Utility Distr ibution Easement (02/2020)
Pacific Gas and Electric Company
EXHIBIT “C”
GRANT OF EASEMENT DISCLOSURE STATEMENT
Th
is Disclosure Statement will assist you in evaluating the request for granting an easement to Pacific Gas and Electric Company (PG&E) to accommodate a utility service extension to PG&E’s applicant. Please read this disclosure carefully before signing the Grant of Easement.
• You a
re under no obligation or threat of condemnation by PG&E to grant this easement. • Th
e granting of this easement is an accommodation to PG&E’s applicant requesting the extension of PG&E utility facilities to the applicant’s property or project. Because this easement is an accommodation for a service extension to a single customer or group of customers, PG&E is not authorized to purchase any such easement.
• By gr
anting this easement to PG&E, the easement area may be used to serve additional customers in the area and may be used to install additional utility facilities. Installation of any proposed facilities outside of this easement area will require an additional easement. • Re
moval and/or pruning of trees or other vegetation on your property may be necessary for the installation of PG&E facilities. You have the option of having PG&E’s contractors perform this work on your property, if available, or granting permission to PG&E’s applicant or the applicant’s contractor to perform this work.
Additionally, in order to comply with California fire laws and safety orders, PG&E or its contractors will periodically perform vegetation maintenance activities on your property as provided for in this grant of easement in order to maintain proper clearances from energized electric lines or other facilities. • Th
e description of the easement location where PG&E utility facilities are to be installed across your property must be satisfactory to you.
• Th
e California Public Utilities Commission has authorized PG&E’s applicant to perform the installation of certain utility facilities for utility service. In addition to granting this easement to PG&E, your consent may be requested by the applicant, or applicant’s contractor, to work on your property. Upon completion of the applicant’s installation, the utility facilities will be inspected by PG&E. When the facility installation is determined to be acceptable the facilities will be conveyed to PG&E by its applicant.
By s
igning the Grant of Easement, you are acknowledging that you have read this disclosure and understand that you are voluntarily granting the easement to PG&E. Please return the signed and notarized Grant of Easement with this Disclosure Statement attached to PG&E. The duplicate copy of the Grant of Easement and this Disclosure Statement is for your records.
Administrative Block
Attach to LD# 2404-04-10063
Location: Area 2, Silverado Division
Land Service Office: Concord
Line of Business: Electric Distribution (43)
Business Doc Type: Easement
MTRSQ: 24.04.04.36.21, 24.04.03.31.34
FERC License Number(s): N/A
PG&E Drawing Number(s): N/A
PLAT NO. PP3910
LD of any affected documents: N/A
LD of any Cross-referenced documents:
TYPE OF INTEREST: Utility Easements (86) Electric Underground Easements (4) SBE Parcel Number: N/A (For Quitclaims, % being quitclaimed): N/A Order# 35518165 or PM#: OPS: 3200
JCN: N/A
County: Solano
Utility Notice Numbers: N/A
851 Approval Application No. N/A Decision N/A
Prepared By: C7WR
Checked By: A5SZ
(This page must be recorded with document)
Pacitic Gas and Electric Campany•
December 30, 2024
Chris Walker
Land Technician
Re: PACIFIC GAS &ELECTRIC UTILITY EASEMENT DEED
1030 DETROIT AVE
Concord, CA 94520
[email protected]
Please examine the proposed Pacific Gas and Electric Utility Easement Deed. If you are in approval of the proposed document, please legibly print and sign the document before a Notary Public in blue ink.
Have the Notary Public complete the attached notarial certificate with their stamp and legibly printed name and signature. After the document has been signed and notarized, please scan and email the signed and notarized documents to Chris Walker ([email protected]), then return the entire original signed Utility Distribution Easement Document to the alternate address below. Due to the COVID-19 pandemic, we are working from home and not accepting mail to the address at the top of this page. A copy of the document should be retained for your records.
Please feel free to give me a call if you have any questions.
Respectfully,
Chris Walker
Alternate address:
PG&E
c/o Chris Walker
1059 Sandpoint Dr,
Rodeo, CA 94572
(925)337 - 5664
(Enclosed: PACIFIC GAS & ELECTRIC UTILITY EASEMENT DEED)
CONSENT CALENDAR 7.E.
DATE: August 5, 2025
TO: Mayor and Members of the City Council
FROM: Oscar Alcantar, Interim Public Works Director
SUBJECT: ADOPT A RESOLUTION APPROVING AN ON-CALL COOPERATIVE AGREEMENT WITH UNITED RENTALS (NORTH AMERICA), INC. FOR AN AMOUNT NOT TO EXCEED $250,000 AND AUTHORIZE THE CITY MANAGER TO EXECUTE SAME
RECOMMENDATION
Adopt a Resolution approving an On-Call Cooperative Agreement with United Rentals (North America), Inc. for an amount not to exceed $250,000 and authorize the City Manager to execute same.
REASONS FOR RECOMMENDATION
The current United Rentals contract expires August 27, 2025, and there is a continued need for the ability to have access to a variety of rental equipment for the City of Vallejo to operate efficiently and get vital work completed.
BACKGROUND AND DISCUSSION
The City’s current agreement with United Rentals is expiring August 27, 2025. Public Works, along with the Water Department, has the continued need for the rental of a variety of equipment such as generators, lifts, compressors, and tools.
United Rentals (North America), Inc. has a cooperative agreement through Sourcewell. The City of Vallejo, as a member agency of Sourcewell, has access to cooperative purchasing contracts that provide equipment, products or services to government and education entities. Sourcewell is authorized to establish competitively awarded cooperative purchasing contracts on behalf of its participating agencies, and they follow the competitive contracting law process to solicit, evaluate, and award said cooperative purchasing contracts.
The use of cooperative agreements is encouraged as a way to obtain goods and services by aggregating volume, securing value pricing, and reducing administrative overhead. Such agreements are exempt from the City's competitive bidding requirements pursuant to Vallejo Municipal Code Section 3.20.090.A.7.
Staff recommend approving an on-call cooperative agreement with United Rentals (North America), Inc. for as-needed rental equipment with an expiration date of June 11, 2028, and not to exceed $250,000.
FISCAL IMPACT
There is no fiscal impact. Funding for these as-needed rental costs are included in the City’s annual adopted fiscal year budget. All future payments for this agreement are subject to city council approval of annual appropriations.
ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guidelines section 15378.
Date: August 5, 2025
Subject: ADOPT A RESOLUTION APPROVING AN ON-CALL COOPERATIVE AGREEMENT WITH UNITED RENTALS (NORTH AMERICA), INC. FOR AN AMOUNT NOT TO EXCEED $250,000 AND AUTHORIZE THE CITY MANAGER TO EXECUTE SAME
ATTACHMENTS
1. Reso - United Rentals - On Call Cooperative Agreement_CAO Stamp
2. United Rentals - Cooperative Agreement_CAO Stamp
3. United Rentals - Cooperative Agreement- Combined Exhibits A-D
CONTACT
Oscar Alcantar, Interim Public Work Director, 707-648-4433 [email protected]
RESOLUTION NO. 25-_____
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING
AN ON-CALL COOPERATIVE AGREEMENT WITH UNITED RENTALS (NORTH AMERICA), INC. FOR AN AMOUNT NOT TO EXCEED $250,000 AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME
WHEREAS, the City’s current United Rentals contract expires August 27, 2025 and there is a continued need for access to a variety of rental equipment for the City to operate and complete vital work; and
WHEREAS, Section 3.20.090.A.7. of the VMC provides an exemption from formal competitive bidding procedures for purchases made through a cooperative purchasing agreement; and WHEREAS, the City of Vallejo is a "Member“ of Sourcewell’s cooperative purchasing program and has access to United Rentals (North America), Inc.‘s agreement; and WHEREAS, Public Works and Water Departments have a continued need for the rental of a variety of equipment such as generators, lifts, compresors, tools, porta-potties, etc.
NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Vallejo hereby approves the On-Call Cooperative Agreement between the City of Vallejo and United Rentals (North America), Inc. for an amount not to exceed $250,000.
BE IT FURTHER RESOLVED that the City Council hereby authorizes the City Manager to execute same, with any modifications recommended by the City Attorney and the City Clerk to attest the signing of that Agreement.
Adopted by the City Council of the City of Vallejo at a regular meeting held on August 5, 2025, with the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________________
ANDREA SORCE, MAYOR
ATTEST:
______________________________________
DAWN G. ABRAHAMSON, CITY CLERK
ON-CALL COOPERATIVE AGREEMENT
BETWEEN THE CITY OF VALLEJO
AND UNITED RENTALS (NORTH AMERICA), INC.
This Cooperative Agreement ("Agreement") is made at Vallejo, California, dated for reference this 6th day of August, 2025, by and between the City of Vallejo, a municipal corporation ("City"), and United Rentals (North America), Inc., a Delaware corporation, hereinafter referred to as “Vendor,” who agree as follows:
1. Products. Subject to the terms and conditions set forth in this Agreement, Vendor shall provide the City the services as specified in Exhibit A, entitled “Scope of Work.”
2. Payment. City shall pay Vendor for said Services at the times and in the manner set forth in Exhibit B, entitled “Compensation.” The payments specified in Exhibit B shall be the only payments to be made to Vendor for the equipment sold to the City pursuant to this Agreement.
3. CO-OP Purchasing Program. Vendor has an existing contract with Sourcewell, a state of Minnesota local government agency and service cooperative (“Cooperative Program”), to provide equipment, products, or services to the entities that access Sourcewell’s cooperative purchasing contracts. Said contract is attached hereto as Exhibit C, entitled “Contract between Vendor and Cooperative Program” (“Contract #040924-URI”) and incorporated herein by this reference.
City has an agreement with the Sourcewell, and, as a “Member,” has access to the cooperative purchasing contracts in accordance with the terms and conditions of the agreement. Said Agreement is attached hereto as Exhibit D, entitled “Agreement between City and Cooperative Program,” and incorporated herein by this reference.
4. Facilities and Parts. Vendor shall, at its sole cost and expense, furnish all facilities and parts which may be required for furnishing the services pursuant to this Agreement.
5. Indemnification. Vendor shall indemnify, hold harmless, and defend City, its officers, officials, directors, employees, agents, volunteers and affiliates and each of them from any and all claims, demands, causes of action, damages, costs, expenses, actual attorney’s fees, Vendor’s fees, expert fees, losses or liability, in law or in equity, of every kind and nature whatsoever arising out of or in connection with Vendor’s activities, or any subcontractor’s activities, to be performed under this agreement for Vendor’s tort negligence including active or passive, or strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including loss of use thereof, caused or alleged to be caused by any act or omission of Vendor, or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by the law, regardless to
any limitation by insurance, with the exception of the sole negligence or willful misconduct of the City.
The provisions of this section shall survive the expiration or termination of this Agreement.
6. Insurance Requirements. Vendor agrees to comply with all of the Insurance Requirements set forth in Exhibit C, Section 18 entitled “Insurance.” Failure to maintain required insurance at all times shall constitute a default and material breach of this Agreement.
7. Accident Reports. Vendor shall immediately report (as soon as feasible, but not more than 24 hours) to the City Risk Manager any accident or other occurrence causing injury to persons or property during the performance of this Agreement. The report shall be made in writing and shall include, at a minimum: (a) the names, addresses, and telephone numbers of the persons involved, (b) the names, addresses, and telephone numbers of any known witnesses, (c) the date, time, and description of the accident or other occurrence.
8. Conflict of Interest. Vendor warrants and represents that to the best of its knowledge, there exists no actual or potential conflict between Vendor’s family, business, real property or financial interests and the materials to be provided under this Agreement. Vendor shall comply with the City of Vallejo Conflict of Interest Code and not enter into any contract or agreement during the performance of this Agreement which will create a conflict of interest with its duties to City under this Agreement. In the event of a change in Vendor’s family, business, real property, or financial interests occurs during the term of this Agreement that creates an actual or potential conflict of interest, then Vendor shall disclose such conflict in writing to City.
9. Licenses, Permits, Etc. Vendor represents and warrants to City that all Vendor services and supplies shall be provided by a person or persons duly licensed by the State of California to provide the type of product and services to be provided under this Agreement.
10. Force Majeure. Neither party shall be considered in default of this Agreement to the extent performances are prevented or delayed by causes or circumstances beyond either party’s reasonable control, such as war, riots, strikes, lockouts, work slowdown or stoppage, acts of God, such as floods or earthquakes, and electrical blackouts or brownouts.
In the event that the Vendor is unable to meet the completion date or schedule of materials, Vendor shall immediately inform the City Representative of this in writing. If additional time is required to perform the work, the City Representative may adjust the schedule.
11. Time is of the Essence. Time is of the essence in this Agreement. Any reference to days means calendar days, unless otherwise specifically stated.
12. Term. The term of this Agreement shall be effective August 6, 2025, and shall continue in full force and effect until June 11, 2028.
If the term of this Agreement extends into fiscal years subsequent to that in which it is approved, such continuation of the Agreement is contingent on the appropriation of funds for such purpose by the City Council of the City of Vallejo. If funds to effect such continued
payment are not appropriated, Vendor agrees to terminate any materials supplied to City of Vallejo under this Agreement, and relieve City of any further obligation, therefore.
13. Termination or Abandonment by City. The City has the right, at any time and in its sole discretion, to immediately terminate this Agreement by giving notice to Vendor. Upon receipt of a notice of termination, Vendor shall provide no further services or supplies except as specified in the notice. The City shall pay Vendor for services and equipment received in accordance with this Agreement before the date of termination.
14. Assignment and Subcontracting. Vendor shall not subcontract, assign or transfer voluntarily or involuntarily any of its rights, duties or obligation under this Agreement without the express written consent of the City Manager or his or her designee in each instance. Any attempted or purported assignment of any right, duty or obligation under this Agreement without said consent shall be void and of no effect.
15. Successors and Assigns. All terms, conditions, and provisions of this Agreement shall apply to and bind the respective heirs, executors, administrators, successors, and assigns of the parties. Nothing in this section is intended to affect the limitation on assignment.
16. Non-Discrimination/Fair Employment Practices. Vendor shall not, because of race, religious creed, color, sex, national original, ancestry, disability, medical condition, age, marital status or sexual orientation of any person, refuse to hire or employ, or to bar or discharge from employment, or to discriminate in compensation, or in terms, conditions or privileges any person, and every employee will receive equal opportunity for employment and shall be granted equal treatment with respect to compensation, terms, conditions or other privileges of employment, without regard to his race, religious creed, color, sex, national origin, ancestry, or disability, medical condition, age, marital status or sexual orientation.
Vendor warrants and represents it is an equal opportunity employer and agrees it shall not discriminate on the basis of race, religious creed, color, sex, national origin, ancestry, disability, medical condition, age, marital status or sexual orientation in the selection and retention of employees, sub-vendors or procurement of materials or equipment.
17. Notices. All notices or instruments required to be given or delivered by law or this Agreement shall be in writing and shall be effective upon receipt thereof and shall be by personal service or delivered by depositing the same in any United States Post Office, registered or certified mail, postage prepaid, addressed to:
If to City: Oscar Alcantar, Interim Public Works Director City of Vallejo, Public Works Department
555 Santa Clara Street
Vallejo, CA 94590
If to Vendor: Craig Schmidt, VP National Accounts United Rentals (North America), Inc.
100 First Stamford Place, Suite 700
Stamford, CT 06902
Any party may change its address for receiving notices by giving written notice of such change to the other party in accordance with this section.
18. Integration Clause. This Agreement, including all Exhibits, contains the entire agreement between the parties and supersedes whatever oral or written understanding they may have had prior to the execution of this Agreement. This Agreement shall not be amended or modified except by a written agreement executed by each of the parties hereto.
19. Severability Clause. Should any provision of this Agreement ever be deemed to be legally void or unenforceable, all remaining provisions shall survive and be enforceable.
20. Law Governing. This Agreement shall in all respects be governed by the law of the State of California without regard to its conflicts of law rules. Litigation arising out of or connected with this Agreement shall be instituted and maintained in the courts of Solano County in the State of California or in the United States District Court, Eastern District of California, Sacramento, California, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation in such courts, and consent to service of process issued by such courts.
21. Waiver. Waiver by either party of any default, breach or condition precedent shall not be construed as a waiver of any other default, breach or condition precedent or any other right hereunder.
22. Ambiguity. The parties acknowledge that this is a negotiated agreement, that they have had the opportunity to have this Agreement reviewed by their respective legal counsel, and that the terms and conditions of this Agreement are not to be construed against any party on the basis of such party's draftsmanship thereof.
23. Gender. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine, neuter, singular or plural, as the identifications of the person or persons, firm or firms, corporation or corporations may require.
24. Headings. The section headings contained in this Agreement are inserted for convenience only and shall not affect in any way the meaning or interpretation of this Agreement.
25. Compliance with Laws. Vendor will comply with all statutes, regulations and ordinances in the performance of all materials under this Agreement.
26. Counterparts. The parties may execute this Agreement in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument.
27. Facsimile Signature; Electronic Signature. This Agreement shall be binding upon the receipt of facsimile signatures or e-mailed by PDF or otherwise. Any person transmitting his or
her signature by facsimile or electronically shall promptly send an original signature to the other party pursuant to the notice provision of this Agreement. The failure to send an original shall not affect the binding nature of this Agreement.
28. Authority. The person signing this Agreement for Vendor hereby represents and warrants that he/she is fully authorized to sign this Agreement on behalf of Vendor.
29. Exhibits. The following exhibits are attached hereto and incorporated herein by reference:
Exhibit A, entitled “Scope of Work,” including any attachments Exhibit B, entitled “Compensation,” including any attachments Exhibit C, entitled “Contract between Vendor and Cooperative Program,” including any attachments
Exhibit D, entitled “Agreement between City and Cooperative Program,” including any attachments
[SIGNATURES ON FOLLOWING PAGE]
IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year shown below the name of each of the parties.
UNITED RENTALS (NORTH AMERICA),
INC.,
a Delaware corporation
BY:
CRAIG SCHMIDT
VP, National Account
DATE:
(City Seal)
CITY OF VALLEJO,
a municipal corporation
BY:
ANDREW MURRAY
City Manager
DATE:
ATTEST:
_______
DAWN G. ABRAHAMSON
City Clerk
APPROVED AS TO CONTENT:
__
OSCAR ALCANTAR
Public Works Director
APPROVED AS TO FORM:
_
VERONICA A. F. NEBB
City Attorney
APPROVED AS TO INSURANCE:
_
ARMOND SARKIS
Risk Manager
EXHIBIT A – Scope of Work
1. Representatives. The City Representative for this Agreement is:
Oscar Alcantar, Interim Public Work Director
City of Vallejo- Public Works Department
111 Amador Street
Vallejo, CA 94590
(707) 649-7701
[email protected]
The Contractor’s Representative for this Agreement is:
Annemarie Wise, Government Sales Program Manager
United Rentals (North America), Inc.
100 First Stamford Place, Suite 700
Stamford, CA 06902
(610) 412-9316
[email protected]
All routine administrative communications between the parties will be between the above- named representatives and may be by personal delivery, mail, facsimile transmission, or electronic mail as agreed between the Contractor Representative and City’s Representative.
2. Equipment to be Provided. The Vendor shall provide rental equipment for the City on an on-call, as-needed basis. See list of equipment in Attachment 1 of Exhibit A.
3. Notification to Vendor. The City Representative will contact the Vendor regarding City’s specific rental equipment needs and estimated rental timeframe. Vendor shall provide a quote to the City to confirm the cost of said rental. Upon City’s review and approval of Vendor’s provided quote, City will generate a Purchase Order thus authorizing the Vendor to proceed.
EXHIBIT B - COMPENSATION
1. Compensation. City agrees to pay Vendor for the equipment set forth in Exhibit A of this Agreement, for a total not to exceed Two Hundred Fifty Thousand Dollars and Zero Cents ($250,000.00). Compensation includes all costs chargeable to the City.
2. Invoicing. Vendor shall invoice City in a timely manner upon delivery of each Product.
Invoicing shall include a detailed description of the equipment, the price of each piece of equipment, the total cost, and the City of Vallejo Purchase Order Number.
Invoices shall be emailed/submitted to: [email protected]
3. Payment. City agrees to pay Vendor upon delivery and approval of the Products set forth in Exhibit A of this Agreement within thirty (30) days of receiving Vendor’s invoice.
Request for payment shall be sent to:
4. Accounting Records of Vendor. Vendor shall maintain for three (3) years after completion of all services hereunder, all records under this Agreement, including, but not limited to, records of Vendor’s direct salary costs for all Services and Additional Services performed under this Agreement and records of Vendor’s Reimbursable Expenses, in accordance with generally accepted accounting practices. Vendor shall keep such records available for audit, inspection and copying by representatives of the City’s Finance Department or other government agencies during regular business hours upon twenty-four (24) hours’ notice.
5. Taxes. Vendor shall pay, when and as due, any and all taxes incurred as a result of Vendor’s compensation hereunder, including estimated taxes, and shall provide City with proof of such payments upon request.
6. Taxpayer Identification Number. Vendor shall provide City with Vendor’s complete Request for Taxpayer Identification Number and Certification, Form W-9, as issued by the Internal Revenue Service, and any other State or local tax identification number requested by City.
EXHIBIT A – Scope of Work
1. Representatives. The City Representative for this Agreement is:
Oscar Alcantar, Interim Public Work Director
City of Vallejo- Public Works Department
111 Amador Street
Vallejo, CA 94590
(707) 649-7701
[email protected]
The Contractor’s Representative for this Agreement is:
Annemarie Wise, Government Sales Program Manager
United Rentals (North America), Inc.
100 First Stamford Place, Suite 700
Stamford, CA 06902
(610) 412-9316
[email protected]
All routine administrative communications between the parties will be between the above- named representatives and may be by personal delivery, mail, facsimile transmission, or electronic mail as agreed between the Contractor Representative and City’s Representative.
2. Equipment to be Provided. The Vendor shall provide rental equipment for the City on an on-call, as-needed basis. See list of equipment in Attachment 1 of Exhibit A.
3. Notification to Vendor. The City Representative will contact the Vendor regarding City’s specific rental equipment needs and estimated rental timeframe. Vendor shall provide a quote to the City to confirm the cost of said rental. Upon City’s review and approval of Vendor’s provided quote, City will generate a Purchase Order thus authorizing the Vendor to proceed.
Sourcewell 040924 effective 6/11/24
US
Cat Class Description Day Week Month
300 1000 SCISSOR LIFT 10-13' ELECTRIC 149$ 289$ 505$ 300 1500 SCISSOR LIFT 14-18' ELECTRIC 157$ 315$ 476$ 300 1512 VERTICAL LIFT 12' ELEC SELF PROPELLED 154$ 315$ 505$ 300 1515 VERTICAL LIFT 15' ELEC SELF PROPELLED 188$ 353$ 571$ 300 1520 VERTICAL LIFT 20' ELEC SELF PROPELLED 199$ 398$ 622$ 300 1999 SCISSOR LIFT 18-19' ELECTRIC 60" LENGTH 169$ 296$ 532$ 300 2000 SCISSOR LIFT 19' ELECTRIC 175$ 320$ 564$ 300 2001 SCISSOR LIFT 20-21' ELECTRIC 182$ 327$ 590$ 300 2003 SCISSOR LIFT 20-21' ELECTRIC POWER DECK 182$ 327$ 590$ 300 2080 PUSHAROUND 15-20' DC 157$ 372$ 658$ 300 2514 SCISSOR LIFT 24-26' ELECTRIC 68" LENGTH 238$ 441$ 861$ 300 2515 SCISSOR LIFT 24-26' ELECTRIC 30-36" WIDE 238$ 441$ 861$ 300 2525 SCISSOR LIFT 24-26' ELECTRIC 46-68" WIDE 238$ 441$ 861$ 300 2545 SCISSOR LIFT 25-27' ELECTRIC 4WD 261$ 560$ 1, 191 $ 300 2551 SCISSOR LIFT 25-27' IC 4WD 283$ 679$ 1, 396 $ 300 2575 PUSHAROUND LIFT STRADDLE ATTACHMENT 170$ 381$ 818$ 300 2580 PUSHAROUND 20-25' DC 189$ 441$ 780$ 300 2995 SCISSOR LIFT 30-33' ELECTRIC 32" WIDE 283$ 674$ 1, 266 $ 300 2999 SCISSOR LIFT 30-35' ELECTRIC 46-48" WIDE 251$ 585$ 1, 078 $ 300 3000 SCISSOR LIFT 30-33' ELECTRIC 68" WIDE 292$ 679$ 1, 265 $ 300 3045 SCISSOR LIFT 30-35' ELECTRIC 4WD 362$ 736$ 1, 475 $ 300 3051 SCISSOR LIFT 30-35' IC 4WD 353$ 780$ 1, 625 $ 300 3052 SCISSOR LIFT 30-35' IC 4WD SPEED LEVEL 382$ 853$ 1, 848 $ 300 3080 PUSHAROUND 26-35' DC 202$ 465$ 837$ 300 4000 SCISSOR LIFT 39-40' ELECTRIC 393$ 861$ 1, 689 $ 300 4047 SCISSOR LIFT 39-40' ELECTRIC 45-48"WIDE 432$ 871$ 1, 715 $ 300 4051 SCISSOR LIFT 36-49' IC 4WD 378$ 861$ 1, 754 $ 300 4080 PUSHAROUND 36-48' DC 245$ 630$ 1, 186 $ 300 4555 SCISSOR LIFT 45' ELECTRIC 55" WIDE 425$ 800$ 1, 461 $ 300 5050 SCISSOR LIFT 50-59' IC 4WD 515$ 1, 175 $ 2, 301$ 300 5060 SCISSOR LIFT 60-70' IC 4WD 766$ 1, 791 $ 4, 311$ 310 1230 GLAZIER PACKAGE FOR BOOM 16$ 35$ 85$ 310 1526 BOOM VERTICAL MAST 26' SELF PROPELLED 336$ 930$ 1, 991 $ 310 3001 BOOM 30-39' ARTICULATING IC 4WD 393$ 968$ 2, 060 $ 310 3050 BOOM 30-33' ARTICULATING DC 345$ 847$ 1, 902 $ 310 3080 BOOM 30-36' TOWABLE 357$ 899$ 1, 937 $ 310 3450 BOOM 34-39' ARTICULATING DC 369$ 908$ 1, 974 $ 310 3524 BOOM 35-42' GAS/AC ART NARROW CRAWLER 562$ 1, 405 $ 3, 211$ 310 4001 BOOM 40-50' ARTICULATING 374$ 992$ 2, 190 $ 310 4003 BOOM 45-50' TELESCOPIC 4WD 374$ 992$ 2, 190 $ 310 4026 BOOM 37-44' TELESCOPIC 357$ 919$ 2, 122 $ 310 4050 BOOM 40-46' ARTICULATING ELEC NARROW 382$ 992$ 2, 190 $ 310 4051 BOOM 43-46' ARTICULATING ELECTRIC 405$ 1, 030 $ 2, 254$ 310 4423 BOOM 42-44' LI/BAT/AC ART NARROW CRAWLER 660$ 1, 957 $ 4, 328$ 310 4424 BOOM 42-44' DSL/AC ART NARROW CR 765$ 1, 630 $ 3, 441$ 310 5023 BOOM 46-50' TOWABLE 395$ 1, 060 $ 2, 316$ Aerial Work Platforms
Exhibit A - Attachment 1
Sourcewell 040924 effective 6/11/24
310 5124 BOOM 49-53' DSL/AC ART NARROW CR 1,101$ 2,376$ 5,658$ 310 5423 BOOM 54-56' LI/BAT/AC ART NARROW 1,465$ 3,792$ 8,405$ 310 5424 BOOM 54-56' DSL/AC ART NARROW CR 1,116$ 2,900$ 7,394$ 310 6001 BOOM 60-64' ARTICULATING 506$ 1,273$ 3,051$ 310 6003 BOOM 60-64' ARTICULATING ELEC/MULTI PWR 639$ 1,447$ 3,136$ 310 6005 BOOM 60-64' TELESCOPIC ELECT/MULTI PWR 506$ 1,273$ 3,111$ 310 6026 BOOM 60-64' TELESCOPIC 486$ 1,286$ 3,111$ 310 6027 BOOM 60-64' TELESCOPIC TRACKS 644$ 1,610$ 3,948$ 310 6323 BOOM 59-63' LI/BAT/AC ART NARROW 2,016$ 4,381$ 9,665$ 310 6526 BOOM 65-70' TELESCOPIC 506$ 1,286$ 3,111$ 310 6527 BOOM 65-70' TELESCOPIC TRACKS 778$ 1,888$ 4,135$ 310 6923 BOOM 69-72' LI/BAT/AC ART NARROW CRAWLER 2,039$ 4,348$ 13,367 $ 310 6924 BOOM 69-72' DSL/AC ART NARROW CR 2,039$ 4,348$ 13,367 $ 310 7524 BOOM 75-85' TELESCOPIC COMPACT T 2,800$ 6,846$ 18,363 $ 310 7723 BOOM 75-85' LI/BAT/AC STR NARROW CRAWLER 2,800$ 6,846$ 18,363 $ 310 8001 BOOM 76-80' ARTICULATING 851$ 2,250$ 4,996$ 310 8026 BOOM 76-80' TELESCOPIC 851$ 2,250$ 4,996$ 310 8526 BOOM 84-86' TELESCOPIC 4WD 851$ 2,250$ 4,996$ 310 9626 BOOM 96-105' TELESCOPIC 4WD 1,286$ 3,485$ 8,650$ 310 9800 BOOM 125' TELESCOPIC WITH JIB 4WD 1,625$ 4,386$ 9,619$ 310 9801 BOOM 125' ARTICULATING IC 4WD 1,625$ 4,386$ 9,619$ 310 9826 BOOM 120' TELESCOPIC 4WD 1,501$ 4,188$ 9,079$ 310 9830 BOOM 135' TELESCOPIC WITH JIB 4WD 1,874$ 5,111$ 10,624 $ 310 9835 BOOM 135' ARTICULATING IC 4WD 1,976$ 5,241$ 11,823 $ 310 9901 BOOM 150' ARTICULATING IC 4WD 4,261$ 9,974$ 23,750 $ 310 9926 BOOM 150' TELESCOPIC 4WD 3,713$ 9,058$ 20,746 $ 310 9940 BOOM 180-185' TELESCOPIC 5,673$ 13,329$ 29,753 $ Cat Class Description Day Week Month
75 2065 WINTERIZATION/SALT BRINE 20$ 20$ 20$ 100 3185 COMPRESSOR 175-195 CFM 130$ 327$ 783$ 100 3186 COMPRESSOR 175-195 CFM TIER 4 225$ 570$ 1,022$ 100 3200 COMPRESSOR 200-245 CFM DIESEL 177$ 450$ 1,095$ 100 3250 COMPRESSOR 250-345 CFM 215$ 541$ 1,355$ 100 3275 COMPRESSOR 350-450 CFM HIGH PRESSURE 305$ 780$ 1,871$ 100 3276 COMPRESSOR 350-450 CFM 150 PSI T4 379$ 1,151$ 1,965$ 100 3350 COMPRESSOR 350-395 CFM DIESEL 283$ 682$ 1,741$ 100 3380 COMPRESSOR 400-445 CFM DIESEL 296$ 742$ 1,871$ 100 3386 COMPRESSOR 350-450 CFM TIER 4 200 PSI 513$ 1,349$ 2,711$ 100 3750 COMPRESSOR 750-795 CFM DIESEL 525$ 1,323$ 3,275$ 100 3751 COMPRESSOR 750-795 CFM DIESEL TIER 4 620$ 1,588$ 3,929$ 100 3760 COMPRESSOR 750-795 CFM HIGH PRESSURE 531$ 1,310$ 3,212$ 100 3761 COMPRESSOR 750-795 CFM 150 PSI T4 589$ 1,597$ 4,176$ 100 3800 COMPRESSOR 800-845 CFM DIESEL 556$ 1,386$ 3,463$ 100 3801 COMPRESSOR 800-845 CFM DIESEL TIER 4 620$ 1,588$ 3,854$ 100 3900 COMPRESSOR 850-1000 CFM 350 PSI 946$ 2,351$ 5,872$ 100 3901 COMPRESSOR 850-1000 CFM 350 PSI TIER 4 1,167$ 2,903$ 7,600$ 100 3910 COMPRESSOR 850-900 CFM GAS/DIESEL 627$ 1,567$ 3,918$ 100 3911 COMPRESSOR 850-900 CFM GAS/DIESEL TIER 4 754$ 1,917$ 4,792$ Air Compressors and Air Tools
Sourcewell 040924 effective 6/11/24
100 4301 COMPRESSOR 1300-1500 CFM DIESEL TIER 4 864$ 2,216$ 5,526$ 100 4315 COMPRESSOR 1300-1600 CFM OIL FREE W/COMP 3,136$ 8,941$ 26,132 $ 100 4396 COMPRESSOR 1600-1800 CFM TIER 3 894$ 3,009$ 6,755$ 100 4397 COMPRESSOR 1600-1800 CFM TIER 4 1,151$ 3,106$ 6,983$ 100 4400 COMPRESSOR 1600-1800 CFM IQ 960$ 2,392$ 5,978$ 100 4401 COMPRESSOR 1600-1800 CFM IQ TIER 4 1,145$ 3,275$ 8,273$ 100 5630 COMPRESSOR 151-200HP ROTARY SCREW 690$ 1,506$ 4,151$ 110 13 RIVET BUSTER AIR JUMBO 85$ 209$ 494$ 110 125 DUCT RODDER 86$ 191$ 433$
110 1023 BORING TOOL AIR 3"-3.9" 266$ 865$ 2,044$ 110 1024 BORING TOOL AIR 4"-4.9" 322$ 1,021$ 2,157$ 110 1100 CHIPPING GUN AIR 15# 56$ 131$ 316$ 110 1340 AIR FLUX SCALER 21$ 46$ 109$
110 1360 IMPACT WRENCH AIR 1/2" 41$ 91$ 217$ 110 1550 BREAKER PAVEMENT AIR 30# 56$ 146$ 373$ 110 1570 BREAKER PAVEMENT AIR 60# 64$ 170$ 398$ 110 1580 BREAKER PAVEMENT AIR 90# 73$ 184$ 449$ 110 1600 POST DRIVER AIR 81$ 184$ 441$ 110 1670 ROCK DRILL AIR 30-39 LB 112$ 254$ 602$ 110 1680 ROCK DRILL AIR 50-59 LB 122$ 296$ 704$ 110 1690 ROCK DRILL AIR 60-69 LB 138$ 288$ 684$ 110 1715 ROCK SPLITTER AIR 12# 426$ 1,081$ 2,639$ 110 1720 PUMP HYDRAULIC AIR ROCK SPLITTER 197$ 506$ 1,259$ 110 2400 AIR HOSE 3/4" X 50' 15$ 27$ 59$ 110 2600 AIR HOSE 2" X 50' 27$ 88$ 205$ 110 3363 MANIFOLD 4 WAY HOSE BRIDLE 25$ 76$ 186$ 110 3625 WHIP CHECK 5$ 12$ 28$
110 3726 BULL HOSE 2" X 25' 18$ 64$ 191$ 110 3727 BULL HOSE 2" X 50' 27$ 72$ 197$ 110 4030 ASPHALT CUTTER 1 1/8" X 6" 12$ 59$ 109$ 110 4135 CHISEL 1" X 4 1/4" 7$ 17$ 34$ 110 4140 CHISEL 1" X 4 1/4" X 3" 8$ 18$ 34$ 110 4150 CHISEL 1 1/4" X 6" 7$ 17$ 39$ 110 4165 CHISEL 1 1/8" X 6" 7$ 15$ 27$ 110 4167 CHISEL 1 1/8" X 6" X 3" 7$ 14$ 40$ 110 4210 CLAY SPADE 1 1/8" X 6" 15$ 38$ 93$ 110 4330 MOIL POINT 1" X 4 1/4" 7$ 21$ 36$ 110 4390 MOIL POINT 1 1/4" X 6" 7$ 16$ 28$ 110 4435 MOIL POINT 1 1/8" X 6" 7$ 17$ 30$ 110 4722 MOIL POINT 12" OVAL COLLARED 10$ 20$ 37$ 110 6030 DRILL SLAB RIDER PNEUMATIC DOWEL 1 GANG 289$ 795$ 1,647$ Cat Class Description Day Week Month
110 7035 AFTERCOOLER PACKAGE 1600 CFM 355$ 993$ 2,737$ 110 7170 AIR DRYER 251-500 CFM DESICANT 302$ 907$ 2,721$ 110 7177 1001 - 1600 CFM DRYER 605$ 1,814$ 5,441$ 240 2981 GENERATOR 2.0-2.4 KW 62$ 198$ 497$ 240 2991 GENERATOR 2.5-2.9 KW 67$ 211$ 507$ 240 3001 GENERATOR 3.0-3.4 KW 70$ 220$ 541$ Air Handlers, Chillers, Generators & Heaters (POWER HVAC)
Sourcewell 040924 effective 6/11/24
240 3006 GENERATOR 3.5-3.9 KW 83$ 260$ 615$ 240 3021 GENERATOR 4.0-4.4 KW 87$ 283$ 628$ 240 3041 GENERATOR 5.0-5.4 KW 103$ 339$ 704$ 240 3051 GENERATOR 5.5-5.9 KW 105$ 345$ 718$ 240 3056 GENERATOR 6.0-6.4 KW 107$ 347$ 725$ 240 3061 GENERATOR 6.5-6.9 KW 108$ 349$ 730$ 240 3066 GENERATOR 7.0-7.4 KW 117$ 378$ 755$ 240 3091 GENERATOR 9.6-9.9 KW 137$ 417$ 774$ 240 3101 GENERATOR 10.0-11.9 KW 154$ 434$ 805$ 240 3111 GENERATOR 12.0-14.9 KW 198$ 496$ 991$ 240 3126 GENERATOR 15.0-17.9 KW 260$ 657$ 1,362$ 240 3127 GENERATOR 15.0-17.9 KW TIER 4 300$ 798$ 1,610$ 240 3131 GENERATOR 19-29 KVA 275$ 549$ 1,636$ 240 3132 GENERATOR 19-29 KVA TIER 4 275$ 549$ 1,636$ 240 3135 GENERATOR 19-29 KVA 600 VOLT 275$ 549$ 1,636$ 240 3136 GENERATOR 30-39 KVA 308$ 829$ 1,929$ 240 3137 GENERATOR 30-39 KVA TIER 4 308$ 829$ 1,929$ 240 3146 GENERATOR 40-44 KVA 335$ 879$ 1,982$ 240 3147 GENERATOR 40-44 KVA TIER 4 335$ 879$ 1,982$ 240 3156 GENERATOR 45-49 KVA 372$ 742$ 2,220$ 240 3157 GENERATOR 45-49 KVA TIER 4 372$ 742$ 2,220$ 240 3166 GENERATOR 50-59 KVA 374$ 1,062$ 2,457$ 240 3167 GENERATOR 50-59 KVA TIER 4 374$ 1,062$ 2,457$ 240 3168 GENERATOR 50-59 KVA OFF SHORE 374$ 1,062$ 2,457$ 240 3186 GENERATOR 70-84 KVA 418$ 1,152$ 2,658$ 240 3187 GENERATOR 70-84 KVA TIER 4 418$ 1,152$ 2,658$ 240 3189 GENERATOR 70-84 KVA OFF SHORE 418$ 1,152$ 2,658$ 240 3190 GENERATOR 70-84 KVA 600 VOLT 418$ 1,152$ 2,658$ 240 3196 GENERATOR 85-89 KVA 355$ 842$ 2,347$ 240 3198 GENERATOR 90-99 KVA 355$ 842$ 2,347$ 240 3211 GENERATOR 100-109 KVA 461$ 1,027$ 2,675$ 240 3212 GENERATOR 100-109 KVA TIER 4 461$ 1,027$ 2,675$ 240 3225 GENERATOR 110-124 KVA 467$ 935$ 2,804$ 240 3226 GENERATOR 110-124 KVA TIER 4 467$ 935$ 2,804$ 240 3231 GENERATOR 125-149 KVA 597$ 1,197$ 3,588$ 240 3232 GENERATOR 125-149 KVA TIER 4 597$ 1,197$ 3,588$ 240 3234 GENERATOR 125-149 KVA OFF SHORE 597$ 1,197$ 3,588$ 240 3235 GENERATOR 125-149 KVA 600 VOLT 597$ 1,197$ 3,588$ 240 3251 GENERATOR 150-179 KVA 720$ 1,438$ 4,314$ 240 3252 GENERATOR 150-179 KVA TIER 4 720$ 1,438$ 4,314$ 240 3256 GENERATOR 180-199 KVA 800$ 1,600$ 4,500$ 240 3257 GENERATOR 180-199 KVA TIER 4 800$ 1,600$ 4,500$ 240 3258 GENERATOR 180-199 KVA 600 VOLT 800$ 1,600$ 4,500$ 240 3261 GENERATOR 200-219 KVA 751$ 1,757$ 4,508$ 240 3286 GENERATOR 220-249 KVA 808$ 1,623$ 5,151$ 240 3288 GENERATOR 220-249 KVA TIER 4 808$ 1,623$ 5,151$ 240 3290 GENERATOR 220-249 KVA OFF SHORE 808$ 1,623$ 5,151$ 240 3301 GENERATOR 250-299 KVA 1,092$ 2,185$ 6,543$ 240 3302 GENERATOR 250-299 KVA 600 VOLT 1,092$ 2,185$ 6,543$
Sourcewell 040924 effective 6/11/24
240 3303 GENERATOR 250-299 KVA TIER 4 1,092$ 2,185$ 6,543$ 240 3311 GENERATOR 300-349 KVA 859$ 1,778$ 5,301$ 240 3312 GENERATOR 300-349 KVA 600 VOLT 1,201$ 2,497$ 7,767$ 240 3313 GENERATOR 300-349 KVA TIER 4 1,168$ 2,337$ 7,011$ 240 3321 GENERATOR 350-399 KVA 896$ 1,965$ 5,837$ 240 3322 GENERATOR 350-399 KVA 600 VOLT 1,543$ 3,022$ 9,404$ 240 3325 GENERATOR 350-399 KVA OFF SHORE 1,011$ 4,042$ 16,168 $ 240 3351 GENERATOR 400-499 KVA 1,049$ 1,962$ 6,173$ 240 3352 GENERATOR 400-499 KVA 600 VOLT 1,583$ 3,102$ 9,654$ 240 3354 GENERATOR 400-499 KVA TIER 4 1,402$ 2,804$ 8,413$ 240 3401 GENERATOR 500-599 KVA 1,303$ 3,073$ 7,482$ 240 3402 GENERATOR 500-599 KVA 600 VOLT 1,414$ 3,510$ 9,916$ 240 3410 GENERATOR 600-699 KVA 1,543$ 3,020$ 8,985$ 240 3411 GENERATOR 600-699 KVA 600 VOLT 1,625$ 4,082$ 11,592 $ 240 3412 GENERATOR 600-699 KVA TIER 4 2,352$ 4,703$ 14,109 $ 240 3413 GENERATOR 600-699 KVA OFF SHORE 1,349$ 5,397$ 21,588 $ 240 3481 GENERATOR 800-999 KVA 2,213$ 3,939$ 11,557 $ 240 3482 GENERATOR 800-999 KVA 600 VOLT 2,900$ 6,224$ 17,636 $ 240 3490 GENERATOR 1000-1199 KVA 4,093$ 6,847$ 20,722 $ 240 4050 GENERATOR 1200-1399 KVA TIER 4 4,295$ 8,588$ 25,707 $ 240 4051 GENERATOR 1200-1399 KVA 3,071$ 6,141$ 18,423 $ 240 4052 GENERATOR 1200-1399 KVA 600 VOLT 3,035$ 6,745$ 18,530 $ 240 4057 GENERATOR 1400-1799 KVA TIER 4 4,783$ 9,565$ 28,261 $ 240 4060 GENERATOR 1800-1999 KVA 4,674$ 9,348$ 28,043 $ 240 4063 GENERATOR 2000-2199 KVA 5,842$ 11,685$ 35,054 $ 240 4065 GENERATOR 2200-2499 KVA 6,234$ 12,467$ 37,391 $ 240 4910 FUEL CELL, HYDROGEN 100KVA 1,630$ 3,261$ 9,783$ 241 50 LOAD BANK RACK MOUNT 284$ 568$ 1,705$ 241 60 LOAD BANK 100KW NETWORKABLE 355$ 592$ 1,540$ 241 100 LOAD BANK 100KW 316$ 632$ 1,895$
241 125 LOAD BANK 125 KW 316$ 632$ 1,895$
241 200 LOAD BANK 200-299KW RESISTIVE 379$ 758$ 2,273$ 241 350 LOAD BANK 400KW NETWORKABLE 515$ 1,030$ 3,090$ 241 401 LOAD BANK 400KW RESISTIVE 600 VOLT 515$ 1,146$ 4,107$ 241 500 LOAD BANK 600KW 600 VOLT 758$ 1,515$ 4,546$ 241 600 LOAD BANK 600KW NETWORKABLE 758$ 1,515$ 4,546$ 241 725 LOAD BANK 700KW 884$ 1,767$ 5,303$ 241 825 LOAD BANK 1000KW NETWORKABLE 1,137$ 2,273$ 6,818$ 241 850 LOAD BANK 1000KW 1,263$ 2,525$ 7,577$ 241 900 LOAD BANK 1250KW 1,579$ 3,157$ 9,471$ 241 915 LOAD BANK 1250KW NETWORKABLE 1,895$ 3,788$ 11,365 $ 241 925 LOAD BANK 2500KW NETWORKABLE 2,525$ 5,051$ 15,153 $ 241 100 LOAD BANK 100KW SUITCASE 377$ 738$ 1,853$ 241 1000 LOAD BANK 2500KW RESISTIVE 4,678$ 7,721$ 24,035 $ 241 1001 LOAD BANK 2500KW 600V 4,376$ 8,752$ 26,255 $ 241 1150 LOAD BANK 3000KW RESISTIVE 4,054$ 7,723$ 24,049 $ 241 150 LOAD BANK 150KW AUTO 408$ 785$ 2,452$ 241 1900 LOAD BANK 1.8MVA RES/REAC 3,788$ 5,683$ 17,048 $ 241 2000 LOAD BANK 3.3MVA RES/REAC 6,314$ 10,001$ 30,003 $
Sourcewell 040924 effective 6/11/24
241 2100 LOAD BANK 6.25MVA RES/REAC 12,628 $ 18,941$ 56,825 $ 241 3450 TRANSFORMER ISOLATION 208V/208V 211$ 339$ 1,055$ 241 3459 TRANSFORMER 15KVA MILL PANEL 480/575V 142$ 311$ 840$ 241 3460 TRANSFORMER 30KVA MILL PANEL 480/575V 176$ 415$ 982$ 241 3465 TRANSFORMER 2500KVA MULTI TAP 1,288$ 2,632$ 7,098$ 241 3531 TRANSFORMER 2500KVA 600 - 480V 2,532$ 2,895$ 9,012$ 241 3550 TRANSFORMER 25KVA 89$ 226$ 524$ 241 3580 TRANSFORMER 45KVA 208/480V 120V AC 186$ 339$ 1,016$ 241 3600 TRANSFORMER 75KVA 3 PHASE 305$ 575$ 1,829$ 241 3620 TRANSFORMER 100-149KVA 3 PHASE 236$ 433$ 1,304$ 241 3640 TRANSFORMER 150KVA 3 PHASE 339$ 643$ 2,099$ 241 3642 TRANSFORMER 150KVA 400 AMP DIST PANEL 242$ 599$ 1,542$ 241 3650 TRANSFORMER 225KVA 3 PHASE DRY 368$ 791$ 2,263$ 241 3660 TRANSFORMER 300KVA 3 PHASE 433$ 824$ 2,391$ 241 3661 TRANSFORMER 300KVA 1200AMP PANEL 314$ 625$ 1,948$ 241 3680 TRANSFORMER 750KVA 3 PHASE DRY 615$ 1,022$ 3,296$ 241 3690 TRANSFORMER 1000KVA 3 PHASE DRY 792$ 1,591$ 4,775$ 241 3700 TRANSFORMER 1560KVA 3 PHASE DRY 1,654$ 2,751$ 8,824$ 241 3715 TRANSFORMER 5000KVA MULTI TAP 7,750$ 7,750$ 22,984 $ 241 3718 TRANSFORMER 7000KVA MULTI TAP 9,478$ 9,816$ 29,450 $ 241 3730 TRANSFORMER 110-150KVA ISOLATION 291$ 539$ 1,729$ 241 3885 TRANSFORMER 45KVA 575-208/120V 3 PHASE 142$ 292$ 839$ 241 3920 TRANSFORMER 75KVA 480-240/120V 3 PHASE 117$ 307$ 692$ 241 3925 TRANSFORMER 75KVA 200 AMP DIST PANEL 138$ 311$ 929$ 241 3930 TRANSFORMER 112.5KVA 480-208/120V 3 PHAS 173$ 332$ 1,008$ 241 3975 TRANSFORMER 225KVA 575-460V 3 PHASE 175$ 474$ 1,075$ 241 401 LOAD BANK 400KW RESISTIVE 600 VOLT 1,478$ 2,893$ 9,004$ 241 4795 QUAD BOX MINI 10/5 (30 AMP) 22$ 41$ 132$ 241 4812 QUAD BOX 12/5 EXTENSION CORD 50' 25$ 48$ 149$ 241 4813 QUAD BOX 12/5 EXTENSION CORD 100' 41$ 75$ 197$ 241 4816 QUAD BOX STRING 10/5 (30 AMP) 28$ 53$ 166$ 241 4821 QUAD BOX 10/5 EXTENSION CORD 50' 30AMP 16$ 33$ 99$ 241 4824 QUAD BOX 10/5 EXTENSION CORD 100' 30AMP 27$ 53$ 161$ 241 4827 QUAD BOX STRING GFCI 50' W/20' SPACING 25$ 45$ 126$ 241 4865 QUAD BOX FEEDER PANEL 100 AMP UL CAM 95$ 149$ 434$ 241 4870 QUAD BOX FEEDER PANEL 100 AMP X 30 AMP 136$ 225$ 665$ 241 4875 QUAD BOX FEEDER PANEL 200 AMP 151$ 301$ 873$ 241 4876 QUAD BOX FEEDER PANEL 200 AMP X 30 AMP 283$ 543$ 1,726$ 241 4885 EDISON PANEL 100 AMP UL CAM GFCI 82$ 183$ 535$ 241 4900 200 AMP CAM/50 AMP SPLITTER PANEL UL 105$ 248$ 529$ 241 4905 400A CAM/100A 208V SPLITTER PANEL UL 149$ 292$ 807$ 241 4910 400A CAM/100A 480V SPLITTER PANEL 141$ 295$ 860$ 241 4912 600 AMP MULTI PANEL 224$ 375$ 1,089$ 241 4915 1200 AMP MULTI PANEL 315$ 596$ 1,829$ 241 4917 200 AMP MULTI PANEL 142$ 207$ 707$ 241 4920 400 AMP 480V MULTI PANEL 241$ 526$ 1,598$ 241 4947 6000AMP COMMON BUSS 495$ 1,414$ 3,618$ 241 4960 MINI CAM 50' 25$ 48$ 145$
241 50 LOAD BANK 17.5KW RACK MOUNT 276$ 579$ 1,804$
Sourcewell 040924 effective 6/11/24
241 500 LOAD BANK 500-599KW RESISTIVE 664$ 1,264$ 3,826$ 241 5105 STARLINE TERMINAL BLOCK 225A 103$ 192$ 599$ 241 5110 STARLINE TERMINAL BLOCK 250A 102$ 201$ 611$ 241 5125 STARLINE TERMINAL TAP CAN 400A 68$ 138$ 413$ 241 5190 NEUTRAL GROUND RESISTOR 600V 115$ 434$ 1,316$ 241 5200 PANEL POWER DISTRIBUTION 625$ 1,250$ 3,751$ 241 5204 30KVA POWER DISTRIBUTION 480/600V INPUT 103$ 264$ 604$ 241 5205 POWER DISTRIBUTION PANEL 110$ 226$ 654$ 241 5207 DIST PANEL WITH 50A TWIST LOCK 400A RV 265$ 436$ 1,373$ 241 5215 DISTRIBUTION PANEL 10 OUTLET 65$ 287$ 862$ 241 5230 DISTRIBUTION BOX 50 X 30 AMP RV 48$ 101$ 197$ 241 5231 DISTRIBUTION BOX 50 AMP RV 48$ 124$ 291$ 241 5233 DISTRIBUTION PANEL 200 AMP 247$ 479$ 1,500$ 241 5246 DISTRIBUTION BOX 200 AMP RV 149$ 292$ 854$ 241 5350 HARDWIRE PANEL 200 AMP 157$ 252$ 736$ 241 5355 HARDWIRE PANEL 400 AMP 220$ 440$ 1,397$ 241 5357 HARDWIRE PANEL 800 AMP 408$ 785$ 2,452$ 241 5362 SPIDER BOX PANEL GFCI 149$ 298$ 877$ 241 5425 200 AMP TRANSFER SWITCH DUAL 366$ 565$ 1,589$ 241 5440 400 AMP TRANSFER SWITCH DUAL 514$ 871$ 2,653$ 241 5445 600 AMP NEMA 1 480V TRANSFER SWITCH 467$ 899$ 2,710$ 241 5446 600 AMP TRANSFER SWITCH DUAL 511$ 964$ 2,999$ 241 5450 600 AMP NEMA 1 DUAL VOLT TRANSFER SWITCH 651$ 983$ 3,052$ 241 5455 800 AMP TRANSFER SWITCH DUAL 366$ 550$ 1,584$ 241 5460 1200 AMP TRANSFER SWITCH DUAL 358$ 659$ 1,659$ 241 5488 800 AMP TRANSFER SWITCH MANUAL 208-600V 339$ 617$ 1,922$ 241 5500 200 AMP DISCONNECT 135$ 245$ 763$ 241 5505 400 AMP DISCONNECT 224$ 382$ 1,197$ 241 5510 2000 AMP 480V DISCONNECT 663$ 1,033$ 3,065$ 241 5515 3000 AMP DISCONNECT 1,079$ 2,810$ 6,152$ 241 5620 800 AMP DISCONNECT 614$ 950$ 2,929$ 241 5725 50 AMP CALIFORNIA TO 50 AMP RV ADAPTOR 16$ 36$ 102$ 241 5950 CABLE TAIL #2 MALE 10$ 15$ 36$ 241 5955 CABLE TAIL #2 FEMALE 7$ 14$ 26$ 241 5970 CABLE TAIL 4/0 MALE 11$ 16$ 36$ 241 5980 CABLE TAIL 4/0 FEMALE 7$ 12$ 26$ 241 5988 CABLE TAIL 6/4 FEMALE 7$ 12$ 25$ 241 5989 CABLE TAIL 6/4 MALE 10$ 15$ 36$ 241 5994 2000 AMP TRANSFER SWITCH 480V 540$ 1,066$ 3,152$ 241 600 LOAD BANK 600-699KW RESISTIVE 1,055$ 1,697$ 5,276$ 241 6610 CORD RACK MOUNT C19/20 3$ 3$ 11$ 241 6700 CABLE 4/4 TYPE W SO (93 AMP) 50' 22$ 48$ 120$ 241 6705 CABLE 4/4 TYPE W SO (93 AMP) 100' 49$ 92$ 285$ 241 6710 CABLE 2/4 TYPE W SO (122 AMP) 50' 33$ 33$ 99$ 241 6720 CABLE 2-0/4 TYPE W SO (192 AMP) 50' 48$ 92$ 270$ 241 6745 CABLE 8/4 TYPE W SO (54 AMP) 35' 22$ 37$ 118$ 241 6750 CABLE 4/4 TYPE W SO (54 AMP) 25' 17$ 35$ 108$ 241 6755 CABLE 4/4 TYPE W SO (54 AMP) 75' 15$ 34$ 115$ 241 6802 CABLE 4/0 TYPE W EXT 10' W/BLK M&F CAM 34$ 65$ 195$
Sourcewell 040924 effective 6/11/24
241 6805 CABLE 4/5 BANDED CAMLOCK (140 AMP) 50' 28$ 76$ 174$ 241 6810 CABLE 4/5 BANDED CAMLCK MALE 140 AMP 10' 8$ 16$ 42$ 241 7075 CABLE JUMPERS 15$ 15$ 21$ 241 7076 CABLE 4/0 X 3' JUMPER 9$ 16$ 51$ 241 7077 CABLE 4/0 JUMPER DOUBLE FEMALE 8$ 10$ 33$ 241 7080 CABLE RAMPS 23$ 48$ 122$
241 7105 GROUND ROD 15$ 32$ 84$
241 7140 TEES 400 AMP F/F/M 8$ 14$ 43$ 241 7143 TURNAROUND 400A MALE-MALE 16 SERIES 10$ 16$ 51$ 241 7144 TURNAROUND 400A FEMALE-FEMALE 16 SERIES 10$ 16$ 51$ 241 7145 TEES 400 AMP M/M/F REV 9$ 15$ 43$ 241 7150 TEES F/F/M Y CORD WITH TAIL 9$ 14$ 43$ 241 7190 CABLE 2/5 X 50' 34$ 63$ 175$
241 7199 CABLE 4/0 X 25' 26$ 72$ 222$
241 7203 CABLE 4/0 X 50' BARE TO BARE 28$ 52$ 168$ 241 7275 CABLE 6/4 50 AMP 50' 24$ 48$ 128$ 241 7285 CABLE 6/4 - 100' LENGTH 32$ 66$ 161$ 241 7643 CABLE TAIL 15KV 4/0 SHLD W/DB15' 189$ 189$ 567$ 241 7644 CABLE 15KV 4/0 SHIELD W/DB 50' 188$ 238$ 611$ 241 7645 CABLE 15KV 4/0 SHIELD W/SC 50' 189$ 189$ 567$ 241 7646 CABLE 15KV 4/0 SHIELD W/DB 100' 376$ 376$ 1,203$ 241 7647 CABLE 15KV 4/0 SHIELD W/SC 100' 376$ 376$ 1,115$ 241 7652 CABLE 4/0 AWG 400 AMP 25' CAM 26$ 47$ 138$ 241 7658 CABLE 1/0 AWG 25' CAM 18$ 25$ 76$ 241 7662 CABLE 4/0 AWG 400 AMP 50' CAM 35$ 67$ 158$ 241 7795 CABLE #2 X 50' CAMLOCK ENDS 9$ 20$ 51$ 241 8010 CABLE BANDED 5 WIRE 50' 64$ 130$ 380$ 241 850 LOAD BANK 1000KW RESISTIVE 1,429$ 2,665$ 8,289$ 241 925 LOAD BANK 2000KW RESISTIVE 3,636$ 5,768$ 17,957 $ 244 110 CHILLER 10 - 19 TON 550$ 1,158$ 3,355$ 244 130 CHILLER 30 - 39 TON 679$ 1,358$ 4,261$ 244 1400 CHILLER 400 - 499 TON 4,650$ 9,129$ 26,627 $ 244 160 CHILLER 60 - 79 TON 1,163$ 2,324$ 6,847$ 244 2200 CHILLER 200 - 249 TON MOBILE 2,921$ 5,842$ 17,527 $ 244 2226 CHILLER 500 TON AIR COOLED 6,485$ 11,336$ 35,315 $ 244 225 CHILLER 125 - 149 TON 2,337$ 4,674$ 14,022 $ 244 2257 DEHUMIDIFIER DESICCANT 500 CFM 634$ 1,250$ 5,235$ 244 2261 DEHUMIDIFIER DESICCANT 2000 CFM 874$ 1,667$ 5,011$ 244 2264 DEHUMIDIFIER DESICCANT 5000 CFM 5,229$ 10,458$ 31,375 $ 244 2265 DEHUMIDIFIER DESICCANT 5000 CFM E/G 1,642$ 8,014$ 33,571 $ 244 2275 DEHUMIDIFIER DESICCANT 15000 CFM 3,803$ 15,646$ 67,127 $ 244 2370 CHILLER 70 TON 1,933$ 3,032$ 9,003$
244 240 CHILLER 100 - 124 TON 1,958$ 3,914$ 11,685 $ 244 2420 CHILLER PUMP 250 GPM 186$ 304$ 925$ 244 2430 CHILLER PUMP 550 GPM 136$ 265$ 789$ 244 2431 CHILLER PUMP 1200-1500 GPM 474$ 929$ 2,795$ 244 2432 CHILLER PUMP 700 GPM 385$ 666$ 2,012$ 244 2435 CHILLER PUMP 3000 GPM 1,299$ 2,184$ 6,790$ 244 25 HOSE TPU CHILLER 4" X 25' 18$ 37$ 113$
Sourcewell 040924 effective 6/11/24
244 2503 AIR CONDITION 3.5 TON WITH HEAT 524$ 839$ 2,571$ 244 2505 AIR CONDITION 5 TON DX 208V 539$ 1,099$ 3,297$ 244 2506 AIR CONDITION 5 TON DX 480V 539$ 1,099$ 3,297$ 244 2507 AIR CONDITION 12 TON CLIMATE 480V 979$ 1,863$ 4,354$ 244 2509 AIR CONDITION 10 TON DX 480V 671$ 1,323$ 3,814$ 244 2510 AIR CONDITION 10 TON DX 208V 634$ 1,274$ 3,814$ 244 2512 AIR CONDITION 10 TON VERTICAL 511$ 974$ 3,123$ 244 2513 AIR CONDITION 12 TON PAC SLIM 979$ 1,863$ 4,354$ 244 2514 AIR CONDITION 12 TON CLIMATE 208V W/HEAT 979$ 1,863$ 4,354$ 244 2515 AIR CONDITION 15 TON DX 208V 498$ 1,559$ 3,675$ 244 2521 AIR CONDITION 20 TON HIGH STATIC 1,435$ 3,698$ 7,897$ 244 2523 AIR CONDITION 20-25 TON VERTICAL 973$ 2,063$ 5,058$ 244 2524 AIR CONDITION 25-30 TON WITH HEAT 480V 987$ 2,071$ 6,213$ 244 2525 AIR CONDITION 25-30 TON WITH HEAT 600V 1,483$ 2,428$ 7,553$ 244 2540 AIR CONDITION 40 TON 1,168$ 2,337$ 7,011$ 244 2541 AIR CONDITION 40 TON XP HIGH STATIC 1,414$ 2,827$ 8,472$ 244 2560 AIR CONDITION 50 - 60 TON 1,752$ 3,505$ 10,516 $ 244 2565 AIR CONDITION 60 TON HIGH STATIC 2,757$ 5,657$ 16,323 $ 244 2820 AIR CONDITION 20 TON 746$ 1,549$ 4,009$ 244 2830 AIR CONDITION 30 TON 76KW 1,221$ 2,442$ 7,303$ 244 2880 AIR CONDITION 80 TON 2,498$ 4,542$ 15,251 $ 244 2881 AIR CONDITION 80 TON HIGH STATIC (XP) 1,334$ 3,414$ 8,165$ 244 3171 AIR CONDITION 5 TON CLIMATE 208V W/HEAT 757$ 1,513$ 4,530$ 244 3172 AIR CONDITION 5 TON CLIMATE 480V 757$ 1,513$ 4,530$ 244 3173 AIR CONDITION 5 TON CLIMATE 480V W/HEAT 757$ 1,513$ 4,530$ 244 3350 AIR HANDLER 50-70 TON 690$ 1,365$ 4,099$ 244 3400 AIR HANDLER 100 TON 840$ 1,586$ 4,987$ 244 3410 AIR HANDLER 120 TON 923$ 1,762$ 5,284$ 244 3420 CHILLER COIL BOX 768$ 1,221$ 4,200$
244 3905 PLATE HEAT EXCHANGER 300-399 SQ FT 2,822$ 2,822$ 8,368$ 244 3910 PLATE HEAT EXCHANGER 600-699 SQ FT 4,534$ 4,534$ 13,446 $ 244 3915 PLATE HEAT EXCHANGER 900-999 SQ FT 7,579$ 7,579$ 22,478 $ 244 3965 TUBE HEAT EXCHANGER 500-999 SQ FT 4,691$ 4,691$ 13,912 $ 244 3970 TUBE HEAT EXCHANGER 1000-1999 SQ FT 6,589$ 6,589$ 19,540 $ 244 3975 TUBE HEAT EXCHANGER 2000-2999 SQ FT 8,593$ 8,827$ 27,484 $ 244 4050 COOLING TOWER 300 TON 871$ 1,848$ 5,913$ 244 4100 COOLING TOWER 500 TON 2,512$ 4,771$ 14,847 $ 244 4105 COOLING TOWER 1000 TON 5,435$ 9,316$ 29,009 $ 244 4159 3" X 25' CHILLER SUCTION HOSE 15$ 33$ 90$ 244 4160 3" X 50' CHILLER HOSE SUCTION 40$ 74$ 235$ 244 4161 4" X 20' CHILLER HOSE SUCTION 33$ 51$ 157$ 244 4163 6" X 20' CHILLER HOSE SUCTION 8$ 33$ 100$ 244 4164 6" X 25' CHILLER HOSE SUCTION GROOVED 37$ 58$ 159$ 244 4165 HOSE TPU CHILLER 3" X 25' 23$ 35$ 99$ 244 4166 HOSE TPU CHILLER 3" X 50' 20$ 39$ 122$ 244 4170 2"-150# CHILLER HOSE W/QUICK CONNECTS 18$ 40$ 115$ 244 4175 3"-150# CHILLER HOSE W/QUICK CONNECTS 35$ 50$ 153$ 244 4180 4"-150# CHILLER HOSE W/QUICK CONNECTS 24$ 45$ 130$ 244 4189 A/C DUCT Y SPLITTER 34$ 67$ 199$
Sourcewell 040924 effective 6/11/24
244 4190 CHILLER VALVES LESS THAN 6" 18$ 37$ 118$ 244 4198 CHILLER MANIFOLDS 73$ 116$ 359$ 244 4201 TOWER PUMP 1500 GPM 50HP 361$ 976$ 2,830$ 244 4405 VICTAULIC FITTING 3" 11$ 18$ 59$ 244 4410 VICTAULIC FITTING 4" 10$ 18$ 57$ 244 4415 VICTAULIC FITTING 6" 10$ 20$ 58$ 244 4496 VICTAULIC ELBOW 3" 90 DEGREE 11$ 16$ 50$ 244 4510 VICTAULIC ELBOW 6" 45 DEGREE 12$ 24$ 68$ 244 4511 VICTAULIC ELBOW 6" 90 DEGREE 8$ 14$ 42$ 244 4512 VICTAULIC TO FLANGE 6" 14$ 25$ 78$ 244 4514 VICTAULIC TO FLANGE FITTING 8" 12$ 24$ 76$ 244 4517 TEE 6", VICTAULIC 16$ 27$ 84$ 244 4520 VICTAULIC REDUCER 6" X 4" 5$ 9$ 27$ 244 4710 6" FLANGE 25' HOSE 33$ 61$ 189$ 244 4750 4" STEEL BRAIDED HOSE 20' 128$ 245$ 763$ 244 4755 4" QUICK CONNECT 90'S 24$ 49$ 142$ 244 4770 4" FLANGE TO 4" QUICK CONNECT MALE 14$ 26$ 82$ 244 4980 DUCT 12"X8' W/CEILING TILE KIT 18$ 36$ 100$ 244 4985 DUCT 16"X8' W/CEILING TILE KIT 11$ 24$ 72$ 244 50 HOSE TPU CHILLER 4" X 50' 18$ 41$ 123$ 244 5050 A/C DUCTING 12" X 25' 18$ 45$ 124$ 244 5054 A/C DUCTING 14" X 25' 18$ 47$ 127$ 244 5125 A/C DUCTING 16" X 25' SUPPLY 41$ 64$ 185$ 244 5200 A/C DUCTING 20" X 25' 45$ 95$ 258$ 244 5203 A/C DUCTING 20" X 25' RETURN 3" PITCH 45$ 95$ 258$ 244 5210 A/C DUCTING Y 20" SPLITTER 12$ 27$ 84$ 244 55 HOSE TPU CHILLER 6" X 50' 33$ 76$ 193$ 244 57 HOSE TPU CHILLER 6" X 25' 47$ 57$ 243$ 250 120 PROPANE TANK 33# VAPOR 7$ 12$ 21$ 250 995 BLOWER AXIAL 8" ELECTRIC 50$ 112$ 309$ 250 1000 BLOWER AXIAL 12" ELECTRIC 64$ 142$ 339$ 250 1013 BLOWER AXIAL 20" ELECTRIC 80$ 205$ 491$ 250 1015 BLOWER VANEAXIAL 12" ELECTRIC EXP PROOF 135$ 292$ 710$ 250 1060 BLOWER 8,000-11,000 CFM 87$ 196$ 463$ 250 1080 BLOWER VENTILATION 12,000 CFM DIESEL 423$ 1,066$ 2,809$ 250 0120 PROPANE TANK 33# VAPOR 14$ 36$ 96$ 250 1150 DUCT HOSE 8" X 25' 20$ 54$ 105$ 250 1161 HEAT DUCT 12" X 25' HIGH TEMP 28$ 70$ 198$ 250 1164 HEAT DUCT 16" X 25' HIGH TEMP 23$ 54$ 134$ 250 1168 HEAT DUCT 20" X 25' HIGH TEMP 38$ 84$ 246$ 250 1175 DUCT HOSE 12" X 25' 24$ 65$ 126$ 250 1179 DUCT HOSE 12" X 12' 20$ 33$ 97$ 250 1183 DUCT HOSE 20" X 25' 20$ 96$ 98$ 250 1710 AIR CIRCULATING FAN 28"-36" 62$ 137$ 326$ 250 1836 DRUM FAN 36" 55$ 125$ 304$
250 1842 DRUM FAN 42" 66$ 155$ 384$
250 1848 DRUM FAN 48" 76$ 186$ 463$
250 2130 FAN PEDESTAL 30" 24$ 83$ 177$ 250 2155 FAN WATER COOLED LARGE 257$ 578$ 1,413$
Sourcewell 040924 effective 6/11/24
250 2160 FAN WATER COOLED 192$ 417$ 963$
250 2160 COOLING FAN, 14,000 CFM, 115V ELEC OPERATION 203$ 408$ 1,223$ 250 2166 FAN HIGH VOLUME 20" 43$ 137$ 333$ 250 2200 AIR CIRCULATING FAN 42" 66$ 170$ 413$ 250 2205 AIR CIRCULATING FAN 48" 65$ 147$ 348$ 250 2208 EVAPORATIVE COOLING FAN 16"-18" 66$ 148$ 352$ 250 2210 EVAPORATIVE COOLING FAN 48" 183$ 468$ 1,227$ 250 2213 EVAPORATIVE COOLING FAN 24"-36" 167$ 375$ 901$ 250 2250 DEHUMIDIFIER SMALL 73$ 215$ 510$ 250 2275 DEHUMIDIFIER MEDIUM 97$ 243$ 579$ 250 2280 DEHUMIDIFIER LARGE 142$ 316$ 752$ 250 2300 AIR PURIFIER 99$ 282$ 830$
250 2325 CARPET BLOWER DRYER 34$ 73$ 175$ 250 2350 CARPET BLOWER DRYER 3 SPEED 34$ 77$ 185$ 250 2445 HEATER ELECTRIC 9KW-15KW 240V 1 PHASE 66$ 178$ 395$ 250 2446 HEATER ELECTRIC 15KW-30KW 480V 3 PHASE 86$ 238$ 554$ 250 2475 HEATER INDIRECT 400K BTU 239$ 579$ 1,311$ 250 3005 HEATER SPACE INDIRECT 90K-100K BTU KERO 90$ 224$ 688$ 250 3025 HEATER SPACE 150K BTU PROPANE 73$ 187$ 415$ 250 3035 HEATER SPACE 200K BTU KEROSENE 92$ 225$ 515$ 250 3040 HEATER INDIRECT 200K-250K BTU KEROSENE 197$ 479$ 1,082$ 250 3065 HEATER INDIRECT 300K BTU KEROSENE 207$ 575$ 1,125$ 250 3100 HEATER DIRECT 400K BTU 108$ 278$ 637$ 250 3115 HEATER INDIRECT 500K BTU DUAL FUEL 554$ 1,545$ 3,254$ 250 3116 HEATER 660K BTU FLAMELESS TOWABLE 489$ 2,664$ 9,110$ 250 3117 HEATER INDIRECT 700K BTU LPG/NATURAL GAS 642$ 1,605$ 3,852$ 250 3118 HEATER INDIRECT 700K BTU SELF CONTAINED 968$ 2,039$ 6,788$ 250 3119 HEATER 550K BTU FLAMELESS 373$ 2,482$ 7,955$ 250 3121 HEATER INDIRECT 750K BTU DIESEL 730$ 1,976$ 4,748$ 250 3122 HEATER 1MM BTU DSL HIGH VOLUME TOWABLE 737$ 1,853$ 4,635$ 250 3123 HEATER INDIRECT 1MM BTU SKID MOUNTED 375$ 1,061$ 3,405$ 250 3124 HEATER DIRECT 1MM BTU 162$ 435$ 935$ 250 3125 HEATER DIRECT 1.5MM BTU 371$ 1,170$ 2,443$ 250 3129 HEATER 1.2MM BTU FLAMELESS TOWABLE 1,404$ 4,214$ 10,300 $ 250 3170 HEATER INFRARED 110K BTU KEROSENE 89$ 226$ 539$ 250 3260 HEATER CONVECTION 200K-250K BTU 30$ 87$ 183$ 250 3405 HEATER 6KW ELECTRIC 220V 38$ 100$ 262$ 250 3415 HEATER 9 KW ELECTRIC 220V 65$ 128$ 398$ 250 3428 HEATER 1.5 KW 110V ELECTRIC 42$ 118$ 312$ 250 3433 HEATER 208V ELECTRIC 97$ 205$ 510$ 250 3434 HEATER 65K BTU 240V/3PH ELECTRIC 257$ 514$ 1,541$ 250 3436 HEATER 240V ELECTRIC 115$ 257$ 658$ 250 3437 HEATER 136K BTU 480V ELECTRIC 151$ 399$ 908$ 250 3439 HEATER 65K BTU 240V/1PH ELECTRIC 134$ 388$ 810$ 250 3441 HEATER FORCED AIR 30-50K BTU 42$ 129$ 257$ 250 3443 HEATER 15 KW 480V ELECTRIC 226$ 348$ 968$ 250 3444 HEATER 30 KW 480V ELECTRIC 229$ 352$ 968$ 250 3447 HEATER INLINE 50 - 75 KW 296$ 590$ 1,753$ 250 3460 HEATER 165-175K BTU KEROSENE 73$ 204$ 484$
Sourcewell 040924 effective 6/11/24
250 3477 HEATER 400K BTU NATURAL GAS 284$ 723$ 1,741$ 250 3483 HEATER 350K BTU DUCTED LPG/NATURAL GAS 229$ 638$ 1,484$ 250 3484 HEATER 400K BTU DUCTED 284$ 685$ 1,845$ 250 3485 HEATER 500K BTU DUCTED DIESEL 200$ 558$ 1,455$ 250 3486 HEATER 350K BTU DUCTED DIESEL 233$ 645$ 1,455$ 250 3488 HEATER 400K BTU FLAMELESS TOWABLE 576$ 1,733$ 4,966$ 250 3530 HEATER 400K BTU KEROSENE 203$ 411$ 1,118$ 250 3557 PROPANE TANK 7.5 GALLON 30# 7$ 13$ 27$ 250 3576 PROPANE TANK 10 FORKLIFT 18$ 18$ 57$ 250 3600 PROPANE TANK 25 GALLON 100# 8$ 14$ 38$ 250 3650 PROPANE TANK 33# LIQUID 52$ 52$ 53$ 250 5900 SENTRY NEGATIVE AIR FILTER 101$ 241$ 625$ 250 5905 AIR SCRUBBER 500 CFM 100$ 262$ 596$ 250 5919 AIR SCRUBBER 1900 CFM 140$ 321$ 816$ 250 5920 AIR SCRUBBER 2400 CFM 203$ 511$ 1,276$ 250 6110 SPOT COOLER 10-14K BTU 1.2 TON 110V 271$ 550$ 1,513$ 250 6111 SPOT COOLER 10K-14K BTU W/HEAT 271$ 550$ 1,513$ 250 6120 SPOT COOLER 18K BTU 1.5 TON 110V 227$ 498$ 1,297$ 250 6121 SPOT COOLER 18K BTU WATER COOLED 222$ 538$ 1,324$ 250 6130 SPOT COOLER 22K BTU 1.8 TON 208V 254$ 585$ 1,457$ 250 6135 SPOT COOLER 36K BTU 3 TON 220V 454$ 866$ 2,641$ 250 6145 SPOT COOLER 60K BTU 5 TON 480V 583$ 1,110$ 3,448$ 250 6146 SPOT COOLER 60K BTU 5 TON 480V W/HEAT 536$ 1,029$ 3,088$ 250 6147 SPOT COOLER 60K BTU 5 TON 480V WATERCOOL 536$ 1,029$ 3,088$ 250 6150 SPOT COOLER 65K BTU 5 TON 240V 536$ 1,029$ 3,088$ 250 6151 SPOT COOLER 65K BTU 5 TON 240V WATERCOOL 536$ 1,029$ 3,088$ 250 6152 SPOT COOLER 65K BTU 5 TON 208V W/HEAT 536$ 1,029$ 3,088$ 250 6447 HEATER DRY 20-30 KW 600V ELECTRIC 97$ 282$ 628$ 250 6455 HEATER DRY 75 KW ELECTRIC 647$ 1,102$ 3,420$ 250 6485 HEATER DRY 60 KW ELECTRIC 300 DEGREE 501$ 946$ 2,755$ 250 6490 HEATER DRY 150 KW ELECTRIC 300 DEGREE 1,010$ 1,845$ 4,863$ 250 6520 HEATER FORCED AIR 350K-375K BTU LPG 134$ 346$ 778$ 250 6525 HEATER INDIRECT 350K-399K BTU LPG/NG 95$ 210$ 448$ 250 6812 GROUND HEATER UP TO 2500 SQ FT 602$ 1,909$ 5,162$ 250 6815 GROUND HEATER 5000-6000 SQ FT 1,176$ 3,310$ 8,911$ 250 6821 GROUND HEATER 11000-12000 SQ FT 2,273$ 4,553$ 10,080 $ 250 6905 DRYHEAT CENTRAL HEATING UNIT 774$ 1,989$ 4,971$ Cat Class Description Day Week Month
200 3225 TENSIONER/PULLER 3K 36" GAS 650$ 1,625$ 3,978$ 200 3227 TENSIONER/PULLER 5K 54" GAS 722$ 1,806$ 4,838$ 200 4650 PULLER/WINDER 3000LBS W/6000FT OF ROPE 999$ 2,534$ 5,160$ 200 4800 PULLER 4 DRUM 2K CAP PER REEL 987$ 2,467$ 6,988$ 200 5101 CABLE PULLER UNDERGROUND 7500# DSL 864$ 2,160$ 5,483$ 260 6070 BLOCK CONDUCTOR 7" 5$ 5$ 5$ 260 6116 BLOCK CONDUCTOR 16" HELI 2$ 2$ 2$ 260 6117 BLOCK CONDUCTOR 16" 26$ 26$ 26$ 260 6118 BLOCK CONDUCTOR 16" W/ GROUND 43$ 43$ 43$ 260 6122 BLOCK CONDUCTOR 12" HELI 2$ 2$ 2$ Commercial /Utility Trucks & Accessories
Sourcewell 040924 effective 6/11/24
260 6123 BLOCK CONDUCTOR 12" 21$ 21$ 21$ 260 6222 BLOCK CONDUCTOR 22" HELI 42$ 42$ 42$ 260 6224 BLOCK CONDUCTOR 22" GROUND 68$ 68$ 68$ 260 6225 BLOCK CONDUCTOR 22" 44$ 44$ 44$ 260 6226 BLOCK CONDUCTOR 22" W/ GROUND 56$ 56$ 56$ 260 6278 BLOCK CONDUCTOR BUNDLE 28" W/ GROUND 215$ 215$ 215$ 260 6279 BLOCK CONDUCTOR BUNDLE 28" 159$ 159$ 159$ 260 6280 BLOCK CONDUCTOR 28" 152$ 152$ 152$ 260 6281 BLOCK CONDUCTOR 28" W/ GROUND 204$ 204$ 204$ 260 6282 BLOCK CONDUCTOR 28" HELI 41$ 41$ 41$ 260 6283 BLOCK CONDUCTOR 28" GROUND 61$ 61$ 61$ 260 6284 BLOCK CONDUCTOR HEADBAR 11$ 11$ 11$ 260 6285 BLOCK CONDUCTOR RACK 82$ 82$ 82$ 260 6286 BLOCK CONDUCTOR RUNNING BOARD 315$ 315$ 315$ 260 8287 BLOCK CONDUCTOR WIRE STORAGE BASE 15$ 15$ 15$ 260 8288 BLOCK CONDUCTOR CROSSARM BRACKET 3$ 3$ 3$ 260 8289 BLOCK CONDUCTOR GROUND STUD 3$ 3$ 3$ 920 9950 HITCH SLIDE IN 10$ 31$ 58$
920 9952 HITCH SLIDE IN PINTLE COMBO 18$ 58$ 139$ 950 9960 TRAILER RECEIVER HITCH & BALL 11$ 25$ 46$ 950 2063 TRUCK PU LESS THAN 1/2 TON EXT/CREW 151$ 364$ 1,177$ 950 2086 TRUCK PICKUP 1 TON 4X4 CREW CAB 267$ 706$ 1,747$ 950 2210 TRUCK PU 1/2 TON ELE PRO STD 579$ 1,054$ 2,077$ 950 2211 TRUCK PU 1/2 TON ELE PRO EXT 694$ 1,263$ 2,491$ 950 2215 TRUCK PU 1/2 TON ELE XLT EXT 782$ 1,421$ 2,867$ 950 2220 TRUCK PU 1/2 TON ELE PREM EXT 1,023$ 1,859$ 3,718$ 950 2240 TRUCK PICKUP 1/2 TON 4X2 CREW CAB 238$ 714$ 1,396$ 950 2245 TRUCK PICKUP 1/2 TON XL 4X4 CREW CAB 238$ 714$ 1,396$ 950 2246 TRUCK PICKUP 1/2 TON XLT 4X4 CREW CAB 256$ 739$ 1,517$ 950 2250 TRUCK PICKUP 1/2 TON 4X2 187$ 532$ 1,363$ 950 2255 TRUCK PICKUP 1/2 TON 4X2 EXT CAB 187$ 532$ 1,363$ 950 2265 TRUCK PICKUP 1/2 TON 4X4 EXT CAB 212$ 575$ 1,396$ 950 2275 TRUCK PICKUP 3/4 TON 4X4 209$ 601$ 1,604$ 950 2276 TRUCK PICKUP 3/4 TON 4X2 209$ 601$ 1,582$ 950 2280 TRUCK PICKUP 3/4 TON 4X4 EXT CAB 209$ 601$ 1,604$ 950 2295 TRUCK PICKUP 3/4 TON 4X4 XL CREW CAB 209$ 721$ 1,604$ 950 2296 TRUCK PICKUP 3/4 TON 4X4 XLT CREW CAB 254$ 752$ 1,719$ 950 2910 PLOW FOR PICKUP TRUCK 130$ 329$ 821$ 950 2950 SALT SPREADER BOX FOR TRUCK 158$ 554$ 1,109$ 950 2955 TAILGATE SALT SPREADER FOR PICK-UP 106$ 266$ 664$ 951 6005 TRUCK 30 TON ARTICULATED END DUMP 2,227$ 5,817$ 13,356 $ 952 2905 TRUCK PLOW FOR DUMP 76$ 188$ 469$ 952 7045 TRUCK DUMP 3 YARD 370$ 1,031$ 2,357$ 952 7050 TRUCK DUMP 5 YARD NON CDL 396$ 1,067$ 2,479$ 952 7055 TRUCK DUMP 5 YARD CDL 412$ 1,067$ 2,550$ 952 7075 TRUCK DUMP 10-14 YARD CDL 815$ 1,963$ 5,057$ 952 7220 TRUCK 16' FLATBED DUMP 408$ 1,012$ 2,554$ 952 2120 TRUCK STAKE 12' 288$ 806$ 2,581$
952 2125 TRUCK STAKE 12' WITH LIFT GATE 314$ 880$ 2,340$
Sourcewell 040924 effective 6/11/24
952 2165 TRUCK STAKE 16' WITH LIFT GATE 770$ 1,117$ 2,698$ 952 2205 TRUCK STAKE 20' WITH LIFT GATE 772$ 1,119$ 3,109$ 952 2220 TRUCK STAKE 22' 772$ 1,119$ 2,934$
952 2225 TRUCK STAKE 22' WITH LIFT GATE 773$ 1,123$ 3,280$ 953 2224 TRUCK WATER 2000-2999 GAL NON-CDL 472$ 1,451$ 3,184$ 953 2225 TRUCK WATER 2000-2999 GAL CDL 472$ 1,451$ 3,184$ 953 2227 TRUCK WATER 4000-4999 GAL 776$ 2,188$ 5,137$ 954 4300 TRUCK WITH SERVICE BODY 400$ 1,150$ 2,654$ 954 4100 VAN ECONOLINE 293$ 704$ 2,026$
954 4105 VAN CARGO 3/4 TON ELECTRIC 557$ 1,013$ 2,026$ 954 4110 VAN 15 PASSENGER 308$ 955$ 2,026$ 956 1033 BUCKET TRUCK 4WD 34'-40' INSULATED 736$ 1,840$ 4,599$ 956 1034 BUCKET TRUCK 2WD 34'-40' INSULATED 700$ 1,750$ 4,380$ 956 1035 BOOM 34-40' BUCKET VAN 485$ 1,341$ 4,308$ 956 1042 BUCKET TRK W/MAT HAN 2WD 41'-49' INSULAT 923$ 2,308$ 5,475$ 956 1043 BOOM 41-49' BUCKET TRUCK W/MAT HAN 4WD 1,067$ 2,666$ 5,913$ 956 1052 BUCKET TRK 4WD NON-CDL 50-54' INSULATED 1,090$ 2,721$ 6,242$ 956 1053 BUCKET TRK 2WD NON-CDL 50-54' INSULATED 1,057$ 2,642$ 5,694$ 956 1055 BUCKET TRK 55-60' 2WD INSUL NON-OVCTR 1,122$ 2,806$ 6,844$ 956 1056 BUCKET TRK 55-60' 4WD INSUL NON-OVCTR 1,303$ 3,269$ 7,775$ 956 1057 BUCKET TRUCK 55-60' 2WD INSUL OVER-CTR 1,122$ 2,806$ 7,118$ 956 1058 BUCKET TRUCK 55-60' 4WD INSUL OVER-CTR 1,517$ 3,791$ 8,432$ 956 1062 BUCKET TRK 64'-65' NON-INS NON-CDL 1,315$ 3,287$ 7,884$ 956 9060 TRUCK DIGGER DERRICK 2WD 47' 1,244$ 3,110$ 7,118$ 956 9100 TRUCK DIGGER DERRICK 4WD 47' 1,560$ 3,849$ 8,651$ 956 9120 TRUCK DIGGER DERRICK 6WD 60' 3,614$ 7,118$ 10,403 $ 956 1041 BUCKET TRK 41'-49' NON-INS NON-CDL 1,136$ 2,838$ 6,023$ 956 1050 BOOM 50-54' BUCKET TRUCK INSUL NON-CDL 1,325$ 3,311$ 7,227$ 956 1051 BUCKET TRK 50'-54' NON-INS NON-CDL 1,058$ 2,643$ 6,899$ 956 1060 BUCKET TRK 61'-65' NON-INS NON CDL 1,396$ 2,834$ 7,446$ 956 1080 BUCKET TRK 82'-87' NON-INS NON-CDL 1,560$ 3,849$ 8,760$ 900 8600 TRACK DIGGER DERRICK 42' 1,151$ 2,879$ 7,095$ Cat Class Description Day Week Month
110 1830 TAMPER BACKFILL AIR 52$ 116$ 282$ 150 2000 RAMMER SMALL 1200-2399 LBS/BLOW 94$ 283$ 598$ 150 2400 RAMMER MEDIUM 2400-2800 LBS/BLOW 112$ 329$ 705$ 150 2600 RAMMER LARGE 2900-3600 LBS/BLOW 114$ 336$ 718$ 150 3100 VIB PLATE MEDIUM 3000-5000# IMPACT 111$ 295$ 698$ 150 3400 VIB PLATE REVERSIBLE 5000-5999# IMPACT 136$ 367$ 866$ 150 3500 VIB PLATE REVERSIBLE 6000-6999# IMPACT 156$ 494$ 1,074$ 150 3600 VIB PLATE REVERSIBLE 7000-8599# IMPACT 193$ 590$ 1,215$ 150 3700 VIB PLATE REVERSIBLE 8600-10999# IMPACT 237$ 664$ 1,346$ 150 3810 VIB PLATE REVERSIBLE 11000-13999# IMPACT 261$ 773$ 1,506$ 150 3820 VIB PLATE REVERSIBLE 14000-15999# IMPACT 336$ 1,019$ 2,026$ 160 1245 ROLLER 18-29" WALKBEHIND DBL DRUM SMOOTH 273$ 840$ 2,011$ 160 1265 ROLLER 24-33" WALKBEHIND PAD 335$ 961$ 2,238$ 160 2405 ROLLER 40-49" VIB SINGLE DRUM SMOOTH 461$ 1,164$ 2,854$ 160 2410 ROLLER 41-49" VIB SINGLE DRUM PAD 437$ 1,154$ 2,724$ Compaction, Tampers, Rollers, Rammers
Sourcewell 040924 effective 6/11/24
160 2420 ROLLER 50-56" VIB SINGLE DRUM PAD 550$ 1,363$ 3,401$ 160 2425 ROLLER 50-56" VIB SINGLE DRUM SMOOTH 566$ 1,402$ 3,435$ 160 2440 ROLLER 61-70" VIB SINGLE DRUM PAD 605$ 1,631$ 4,070$ 160 2445 ROLLER 61-70" VIB SINGLE DRUM SMOOTH 595$ 1,613$ 3,884$ 160 2450 ROLLER 80-89" VIB SINGLE DRUM PAD 885$ 2,167$ 5,408$ 160 2455 ROLLER 80-89" VIB SINGLE DRUM SMOOTH 844$ 2,046$ 5,206$ 160 2515 ROLLER 50-59" VIB ART DOUBLE DRUM SMOOTH 343$ 1,369$ 4,109$ 160 2520 ROLLER 60-69" VIB ART DOUBLE DRUM SMOOTH 636$ 2,248$ 6,745$ 160 2525 ROLLER 70-79" VIB ART DOUBLE DRUM SMOOTH 1,306$ 4,042$ 9,216$ 160 2620 ROLLER 1.5 TON DOUBLE DRUM SMOOTH DSL 396$ 1,064$ 2,594$ 160 2621 ROLLER 1.5 TON DOUBLE DRUM SMOOTH GAS 310$ 942$ 2,043$ 160 2660 ROLLER 3-5 TON DOUBLE DRUM SMOOTH 379$ 967$ 2,363$ 160 2670 ROLLER 4-7 TON DOUBLE DRUM SMOOTH 382$ 1,010$ 2,114$ 160 6474 ROLLER ATTACHMENT 84" PAD SHELL 34$ 105$ 226$ Cat Class Description Day Week Month
110 1170 CONCRETE SCABBLER AIR 5 HEAD 378$ 854$ 2,034$ 180 2190 MIXER MORTAR 3-3.9 CUBIC FEET ELECTRIC 61$ 169$ 370$ 180 2207 MIXER MORTAR 7 CUBIC FEET 137$ 323$ 787$ 180 2219 MIXER MORTAR 9 CUBIC FEET 144$ 363$ 879$ 180 2765 MIXER CONCRETE 2-3 CUBIC FEET ELECTRIC 67$ 245$ 501$ 180 2800 MIXER CONCRETE 6 CUBIC FEET 104$ 319$ 769$ 180 2860 MIXER CONCRETE 9 CUBIC FEET 136$ 344$ 830$ 180 5015 BUGGY 15-19 CUBIC FEET POWERED PROPANE 181$ 576$ 1,114$ 180 5016 BUGGY 15-19 CUBIC FEET POWERED WHEEL 144$ 355$ 904$ 180 5017 BUGGY 15-19 CUBIC FEET POWERED TRACK 217$ 712$ 1,288$ 180 5019 BUGGY 20-30 CUBIC FEET POWERED WHEEL 199$ 523$ 1,109$ 180 5580 BUCKET CONCRETE 1 YARD 105$ 260$ 639$ 180 7801 VIBRATOR CONCRETE MOTOR ELECTRIC 41$ 133$ 324$ 180 7882 VIBRATOR BACKPACK GAS POWERED 99$ 322$ 638$ 180 9536 FINISHER CONCRETE 36" 90$ 280$ 624$ 180 9548 FINISHER CONCRETE 46"-48" 113$ 281$ 710$ 181 1006 BULL FLOAT MAGNESIUM BULK 26$ 80$ 178$ 181 1011 BULL FLOAT EXTENSION HANDLE 6' 3$ 13$ 35$ 181 1070 CONCRETE HAND TOOL 56$ 112$ 210$ 181 7145 DIAMOND CORE BIT 1 1/2" 23$ 63$ 104$ 181 7200 DIAMOND CORE BIT 2" 30$ 76$ 150$ 181 7201 DIAMOND CORE BIT 3" 42$ 95$ 208$ 181 7210 DIAMOND CORE BIT 2 1/2" 47$ 98$ 238$ 181 7236 DIAMOND CORE BIT 3 1/2" 47$ 97$ 148$ 181 7241 DIAMOND CORE BIT 4" 58$ 102$ 216$ 181 7245 DIAMOND CORE BIT 4 1/2" 58$ 128$ 137$ 181 7251 DIAMOND CORE BIT 5" 72$ 102$ 167$ 181 7261 DIAMOND CORE BIT 6" 82$ 148$ 301$ 181 7280 DIAMOND CORE BIT 8" 119$ 204$ 382$ 181 7301 DIAMOND CORE BIT 10" 155$ 214$ 454$ 181 7306 DIAMOND CORE BIT 12" 176$ 218$ 536$ 181 7310 CORE DRILL EXTENSION 12" 14$ 18$ 35$ 181 7320 CORE DRILL HAND HELD 111$ 324$ 756$ Concrete & Masonry
Sourcewell 040924 effective 6/11/24
181 7330 CORE DRILL STAND 13$ 39$ 76$ 181 7345 WATER TANK FOR CORE DRILL 17$ 38$ 90$ 181 7905 VIBRATOR FLEX SHAFT 10' 38$ 84$ 197$ 181 7918 VIBRATOR SHAFT 13' WHIP 42$ 128$ 256$ 181 7927 VIBRATOR HEAD 1 3/4" 18$ 41$ 99$ 190 1900 DEMO HAMMER TILE STRIPPING CART 67$ 171$ 220$ 190 2000 DEMO HAMMER 20-25# ELECTRIC 93$ 229$ 572$ 190 2030 DEMO HAMMER 30-34# ELECTRIC 101$ 229$ 616$ 190 2110 DEMO HAMMER 35-39# ELECTRIC 153$ 340$ 808$ 190 2200 DEMO HAMMER 60# ELECTRIC 137$ 344$ 835$ 190 4153 GRINDER CONCRETE HANDHELD 5" ELECTRIC 28$ 81$ 162$ 190 4225 GRINDER ANGLE 7"-7 1/2" ELECTRIC 54$ 97$ 191$ 190 6300 ROTARY HAMMER MEDIUM SDS ELECTRIC 36$ 111$ 312$ 190 6375 ROTARY HAMMER LARGE SDS MAX ELECTRIC 100$ 250$ 622$ 190 6450 ROTARY HAMMER ELECTRIC FOR LG SPLINE 109$ 270$ 640$ 190 6525 ROTARY HAMMER XL SDS MAX ELECTRIC 120$ 288$ 692$ 190 7525 SANDER ORBITAL ELECTRIC 75$ 206$ 476$ 190 8810 VIBRATOR MOTOR 1HP ELECTRIC 66$ 154$ 368$ 190 8820 VIBRATOR MOTOR 2HP ELECTRIC 93$ 229$ 455$ 190 8830 VIBRATOR MOTOR 3HP ELECTRIC 92$ 213$ 540$ 220 2000 CONCRETE GRINDER 2 HEAD 1 PHASE 1.5HP 162$ 486$ 1,030$ 220 2200 CONCRETE GRINDER 2 HEAD GAS 119$ 362$ 797$ 220 2320 CONCRETE GRINDER 3 HEAD 1 PHASE 431$ 1,155$ 3,465$ 220 2320 CONCRETE GRINDER 3 HEAD 1 PHASE 627$ 1,471$ 4,574$ 220 2321 CONCRETE GRINDER 3 HEAD 3PH 30-32" 817$ 2,478$ 7,351$ 220 2322 CONCRETE GRINDER 3 HEAD PROPANE 627$ 1,471$ 4,574$ 220 2324 CONCRETE GRINDER 3 HEAD PROPANE 28" 669$ 1,980$ 6,233$ 220 2325 CONCRETE GRINDER DISC 10" 253$ 758$ 1,516$ 220 2400 GRINDER STONES 25$ 72$ 150$ 220 2500 DYMA-SERT DIAMOND HEADS 89$ 266$ 604$ 220 2502 DYMA-DOTS GRINDER INSERT 91$ 247$ 623$ 220 3104 CONCRETE GRINDER 1 HEAD 1 PHASE 115 VOLT 207$ 451$ 790$ 220 3105 CONCRETE GRINDER 1 HEAD 1 PHASE 230 VOLT 382$ 1,089$ 2,396$ 220 3200 CONCRETE GRINDER 1 HEAD GAS 382$ 1,089$ 2,396$ 220 5425 PLANER CONCRETE 8" 9HP GAS 262$ 667$ 1,711$ 220 5460 CPM 8 GENERAL PURPOSE SETUP 128$ 321$ 644$ 220 6900 SCALER NEEDLE AIR SMALL 16$ 36$ 84$ 625 1010 SAW CONCRETE 18" GAS 122$ 316$ 818$ 625 2000 SAW BRICK/MASONRY 14" ELECTRIC 52$ 156$ 404$ 625 6950 CHAINSAW CONCRETE GAS 205$ 609$ 1,304$ 625 7250 SAW CONCRETE 13HP 132$ 355$ 847$
625 7270 SAW CONCRETE 10-13HP SELF PROPELLED 97$ 284$ 780$ 625 7350 SAW CONCRETE 20-29HP SELF PROPELLED 170$ 467$ 1,067$ 625 7400 SAW CONCRETE 30-39HP SELF PROPELLED 184$ 547$ 1,295$ 625 7405 SAW CONCRETE 40-49HP SELF PROPELLED 281$ 809$ 2,002$ 625 7600 SAW CONCRETE 60-69HP SELF PROPELLED 322$ 972$ 2,071$ 625 7625 SAW CONCRETE OVER 69HP SELF PROPELLED 354$ 1,003$ 1,990$ 625 7750 SAW CUT-OFF 12" GAS 77$ 230$ 583$ 625 7800 SAW CUT-OFF 14" ELECTRIC 69$ 156$ 370$
Sourcewell 040924 effective 6/11/24
625 7805 SAW CUT-OFF 14" GAS 103$ 260$ 640$ 625 8300 SAW TILE 10" 103$ 256$ 630$
625 9428 BLADE DIAMOND ASPHALT 18" 97$ 238$ 463$ 625 9436 BLADE DIAMOND ASPHALT 20" 176$ 617$ 688$ 625 9480 DIAMOND BLADE 14" 64$ 175$ 410$ 625 9510 BLADE DIAMOND CONCRETE 18" 74$ 200$ 421$ 625 9513 BLADE DIAMOND CONCRETE 18" 107$ 340$ 593$ 625 9514 BLADE DIAMOND CONCRETE 20" 126$ 293$ 531$ 625 9516 BLADE DIAMOND CONCRETE 24" 148$ 429$ 868$ Cat Class Description Day Week Month
170 3220 CRANE 2.5 TON INDUSTRIAL 396$ 1,161$ 2,890$ 170 3235 CRANE 4 TON INDUSTRIAL 545$ 1,365$ 3,366$ 170 3280 CRANE 8.5-9 TON INDUSTRIAL 641$ 1,629$ 4,063$ 170 4170 CRANE 17 TON TRUCK MOUNTED 851$ 2,299$ 5,735$ 170 4175 CRANE 18 TON TRUCK MOUNTED 878$ 2,383$ 6,295$ 170 4235 CRANE 23.5 TON TRUCK MOUNTED 1,118$ 2,781$ 7,492$ 170 4400 CRANE 15 TON INDUSTRIAL 902$ 2,439$ 5,700$ 170 4410 CRANE 18 TON INDUSTRIAL 1,401$ 3,764$ 7,661$ 170 6015 CRANE 15 TON ROUGH TERRAIN 767$ 2,222$ 6,153$ 170 6060 CRANE 60 TON ROUGH TERRAIN 1,709$ 5,116$ 15,188 $ 170 6070 CRANE 75 TON ROUGH TERRAIN 1,808$ 5,127$ 15,357 $ 170 7190 CRANE 19 TON TRUCK MOUNTED 748$ 2,270$ 5,220$ 170 9009 CRANE HOOK ATTACHMENT FOR FORKLIFT 66$ 173$ 363$ Cat Class Description Day Week Month
902 15 BACKHOE/LOADER COMPACT 20-29HP 4WD 256$ 755$ 1,826$ 902 1020 BACKHOE/LOADER 60-90HP 4WD 371$ 990$ 2,377$ 902 1021 BACKHOE/LOADER 60-90HP 4WD CAB EXT-A-HOE 463$ 1,286$ 2,461$ 902 1100 BACKHOE/LOADER 60-90HP 4WD EXT-A-HOE 383$ 1,036$ 2,384$ 902 1101 BACKHOE/LOADER 60-90HP 4WD CAB 463$ 1,358$ 2,850$ 902 1210 BACKHOE/LOADER 91-104HP 4WD EXT-A-HOE 475$ 1,420$ 3,207$ 902 1330 BACKHOE/LOADER OVER 105HP 4WD EXT-A-HOE 589$ 1,723$ 4,076$ 902 1350 BACKHOE/LOADER OVER 121HP 4WD EXT-HOE 573$ 1,957$ 5,215$ 902 5018 BACKHOE BUCKET 18" 3$ 12$ 26$ 902 5024 BACKHOE BUCKET 24" 37$ 79$ 184$ 902 5030 BACKHOE BUCKET 30" 14$ 33$ 56$ 902 5215 BACKHOE BREAKER 358$ 891$ 2,172$
902 5225 BACKHOE VIBRATORY PLATE COMPACTOR 220$ 553$ 1,377$ 902 5250 BACKHOE 18" COMPACTION WHEEL 150$ 449$ 1,023$ 902 5300 BACKHOE AUGER POWER UNIT 213$ 577$ 1,220$ 906 2070 DOZER STANDARD TRACK 70HP 637$ 1,668$ 4,115$ 906 2090 DOZER STANDARD TRACK 90-95HP 749$ 2,016$ 4,944$ 906 2150 DOZER STANDARD TRACK 140-150HP 1,216$ 3,222$ 9,324$ 906 2270 DOZER LOW GROUND PRESSURE 70HP 634$ 1,759$ 4,246$ 906 2290 DOZER LOW GROUND PRESSURE 90-95HP 826$ 2,184$ 5,218$ 906 2305 DOZER LOW GROUND PRESSURE 100-115HP 945$ 2,431$ 5,933$ 906 2330 DOZER LOW GROUND PRESSURE 90-95HP 1,020$ 2,752$ 6,864$ 906 2350 DOZER LOW GROUND PRESSURE 140-150HP 1,380$ 3,601$ 10,301 $ Cranes
Earthmoving Equipment
Sourcewell 040924 effective 6/11/24
906 2905 DOZER BRUSH RAKE LARGE EQUIPMENT 109$ 304$ 1,159$ 903 13 SKID STEER MINI 601-950# DSL TRACKED 237$ 716$ 1,611$ 907 45 MINI EXCAVATOR 4000-4999# 316$ 929$ 2,180$ 907 46 MINI EXCAVATOR 4000-4999# ELECTRIC 461$ 1,194$ 2,875$ 907 85 MINI EXCAVATOR 8500# ZERO TAIL SWING 370$ 1,098$ 2,527$ 907 500 MINI EXCAVATOR BUCKET CLEAN OUT 18$ 31$ 61$ 907 524 MINI EXCAVATOR BUCKET 12" SMOOTH 2$ 7$ 11$ 907 534 MINI EXCAVATOR BUCKET 18" SMOOTH 8$ 20$ 40$ 907 550 MINI EXCAVATOR BUCKET 30" 5$ 14$ 27$ 907 554 MINI EXCAVATOR BUCKET 36" SMOOTH 8$ 17$ 27$ 907 555 MINI EXCAVATOR BUCKET 36" 8$ 17$ 33$ 907 556 MINI EXCAVATOR BUCKET 36" DITCHING 16$ 63$ 115$ 907 560 MINI EXCAVATOR POWERTILT ATTACHMENT 71$ 206$ 395$ 907 572 MINI EX BRUSH CUTTER/MOWER 118$ 598$ 1,197$ 907 580 MINI EXCAVATOR VIBRATORY PLATE 231$ 551$ 1,129$ 907 100 MINI EXCAVATOR 10000-14000# 399$ 1,138$ 2,613$ 907 111 MINI EXCAVATOR 10000-13999# REDUCED TAIL 483$ 1,406$ 3,074$ 907 114 MINI EXCAVATOR 15000-19999# 545$ 1,572$ 3,659$ 907 29 MINI EXCAVATOR 2000-2999# 251$ 731$ 1,773$ 907 35 MINI EXCAVATOR 3000-3999# 289$ 802$ 1,900$ 907 525 MINI EXCAVATOR BUCKET 12" 7$ 12$ 18$ 907 535 MINI EXCAVATOR BUCKET 18" 9$ 16$ 25$ 907 543 MINI EXCAVATOR BUCKET 24" SMOOTH 12$ 62$ 124$ 907 545 MINI EXCAVATOR BUCKET 24" 10$ 18$ 31$ 907 570 MINI EXCAVATOR BREAKER 233$ 604$ 1,481$ 907 575 MINI EXCAVATOR AUGER POWER UNIT 184$ 521$ 1,809$ 907 62 MINI EXCAVATOR 6000-6799# 305$ 840$ 2,002$ 907 68 MINI EXCAVATOR 6800-7399# 321$ 850$ 2,071$ 907 75 MINI EXCAVATOR 7400-9199# 353$ 943$ 2,193$ 907 92 MINI EXCAVATOR 9200-9999# 392$ 1,038$ 2,485$ 905 1005 EXCAVATOR 19000# REDUCED TAIL SWING 556$ 1,677$ 4,012$ 905 1015 EXCAVATOR 25000-29999# 828$ 2,191$ 5,305$ 905 1030 EXCAVATOR 30000-34999# 879$ 2,259$ 5,434$ 905 1032 EXCAVATOR 30000-34999# RUBBER TRACK 767$ 2,371$ 5,862$ 905 1035 EXCAVATOR 30000-34999#REDUCED TAIL SWING 919$ 2,469$ 5,990$ 905 1045 EXCAVATOR 35000-39999# 919$ 2,371$ 5,990$ 905 1060 EXCAVATOR 43000-49999# 1,067$ 2,833$ 6,863$ 905 1080 EXCAVATOR 50000-59999# REDUCED TAIL SWG 1,261$ 3,148$ 8,317$ 905 1085 EXCAVATOR 50000-55999# 1,261$ 3,148$ 8,317$ 905 1095 EXCAVATOR 53000-59999# LONG REACH 1,709$ 4,569$ 11,672 $ 905 1135 EXCAVATOR 63000-66999# 1,656$ 4,075$ 11,021 $ 905 1145 EXCAVATOR 60000-69999# LONG REACH 1,853$ 4,817$ 11,232 $ 905 1150 EXCAVATOR 70000-79000# 1,858$ 4,998$ 12,499 $ 905 5035 EXCAVATOR BUCKET 36" 4$ 21$ 40$ 905 5045 EXCAVATOR BUCKET 48" 12$ 37$ 81$ 905 5085 EXCAVATOR GRAPPLE THUMB 7500# 63$ 161$ 343$ 905 7025 EXCAVATOR BREAKER 1500-2000# 674$ 1,698$ 4,238$ 905 7030 EXCAVATOR BREAKER 2001-2500# 556$ 1,484$ 3,801$ 905 7035 EXCAVATOR BREAKER 3000-3500# 689$ 2,037$ 4,916$
Sourcewell 040924 effective 6/11/24
905 7045 EXCAVATOR BREAKER 4000-4500# 806$ 2,659$ 6,570$ 905 7050 EXCAVATOR BREAKER 5000# 864$ 2,282$ 6,041$ 905 7100 EXCAVATOR COMPACTION WHEEL 24" 264$ 676$ 1,311$ 905 7105 EXCAVATOR COMPACTION WHEEL 36" 226$ 749$ 1,357$ 905 7155 EXCAVATOR VIB PILE HAMMER ATTACHMENT 1,277$ 3,281$ 7,958$ 904 2000 LOADER WHEEL .99 CUBIC YARD AND UNDER 433$ 1,175$ 2,720$ 904 2010 LOADER WHEEL 1.0-1.4 CUBIC YARD 462$ 1,241$ 2,919$ 904 2020 LOADER WHEEL 2.0-2.5 CUBIC YARD 607$ 1,932$ 5,078$ 904 2025 LOADER WHEEL 2.5-2.9 CUBIC YARD 725$ 2,076$ 5,619$ 904 2030 LOADER WHEEL 3.0-3.4 CUBIC YARD 895$ 2,290$ 6,021$ 904 2035 LOADER WHEEL 3.5-3.9 CUBIC YARD 1,017$ 2,537$ 6,345$ 904 2040 LOADER WHEEL 4.0 CUBIC YARD 1,341$ 3,348$ 7,918$ 904 2045 LOADER WHEEL 5.0-5.9 CUBIC YARD 1,648$ 4,113$ 10,274 $ 904 3020 LOADER LANDSCAPER 4WD 320$ 972$ 2,169$ 904 4530 LOADER TRACK 2.0 CUBIC YARD 1,094$ 2,742$ 6,857$ 904 6205 LOADER WHEEL SNOW BUCKET 380$ 459$ 814$ 904 6234 LOADER WHEEL ROOT RAKE 79$ 238$ 475$ 904 6240 LOADER WHEEL FORK ATTACHMENT 47$ 167$ 433$ 900 8125 MOTORGRADER 125HP 12' BLADE 860$ 2,539$ 5,939$ 900 8150 MOTORGRADER 195-205HP 14' BLADE 1,255$ 4,635$ 11,168 $ 900 8165 MOTORGRADER 206-235HP 14' BLADE 1,288$ 3,679$ 8,947$ 903 595 SKID STEER TRACK LOADER 3400# AND OVER 533$ 1,424$ 3,206$ 903 105 SKID STEER LOADER 2600# AND OVER 371$ 1,112$ 2,421$ 903 15 SKID STEER LOADER 601-850# 237$ 716$ 1,611$ 903 45 SKID STEER LOADER 1351-1699# 252$ 731$ 1,619$ 903 5036 SKID STEER BUCKET 36" SMOOTH 9$ 33$ 105$ 903 5058 SKID STEER BUCKET 68" SMOOTH 3$ 10$ 23$ 903 5061 SKID STEER BUCKET 60" SMOOTH 10$ 25$ 58$ 903 5066 SKID STEER BUCKET 66" SMOOTH 2$ 7$ 14$ 903 5067 SKID STEER BUCKET 66" TOOTH 7$ 15$ 39$ 903 5072 SKID STEER BUCKET 72" TOOTH 7$ 20$ 44$ 903 5073 SKID STEER BUCKET 72" SMOOTH 49$ 91$ 282$ 903 5074 SKID STEER BUCKET 74" SMOOTH 3$ 12$ 33$ 903 5078 SKID STEER BUCKET 78" SMOOTH 7$ 14$ 28$ 903 5079 SKID STEER BUCKET 78" TOOTH 3$ 11$ 40$ 903 5200 SKID STEER GRAPPLE BUCKET 132$ 323$ 788$ 903 5215 SKID STEER SNOW BUCKET 25$ 75$ 179$ 903 522 SKID STEER TRACK LOADER WALKBEHIND 239$ 575$ 1,439$ 903 5305 SKID STEER BRUSH MOWER ATTACHMENT 208$ 431$ 1,407$ 903 5310 SKID STEER TRENCHER ATTACHMENT 201$ 494$ 1,235$ 903 5330 SKID STEER PLANER ATTACHMENT 616$ 1,725$ 2,905$ 903 5335 SKID STEER ROCKHOUND 214$ 557$ 1,390$ 903 5343 SKID STEER 72"' DOZER BLADE ATTACHMENT 102$ 297$ 667$ 903 5355 SKID STEER BREAKER 237$ 674$ 1,499$ 903 5381 SKID STEER MULCHING HEAD 340$ 1,175$ 2,951$ 903 5385 SKID STEER LANDSCAPE RAKE ATTACHMENT 190$ 515$ 996$ 903 5410 SKID STEER FORK ATTACHMENT 62$ 154$ 371$ 903 5411 SKID STEER FORK ATTACHMENT HEAVY DUTY 56$ 194$ 455$ 903 5413 SKID STEER GRAPPLE FORK ATTACHMENT 170$ 425$ 881$
Sourcewell 040924 effective 6/11/24
903 5435 SKID STEER PICKUP BROOM WITH DUMP BUCKET 151$ 387$ 937$ 903 5440 SKID STEER ANGLE BROOM 146$ 344$ 880$ 903 5475 SKID STEER SNOW PLOW ATTACHMENT 82$ 232$ 486$ 903 5491 SKID STEER ROOT GRAPPLE BUCKET 125$ 329$ 661$ 903 5500 SKID STEER AUGER POWER UNIT 122$ 299$ 794$ 903 5598 SKID STEER AUGER EXTENSION 2' HEX 35$ 126$ 220$ 903 5600 SKID STEER AUGER EXTENSION 23$ 115$ 231$ 903 5606 SKID STEER AUGER BIT 6" 34$ 104$ 243$ 903 5609 SKID STEER AUGER BIT 9" 48$ 118$ 296$ 903 561 SKID STEER TRACK LOADER 1300-1699# 371$ 1,112$ 2,421$ 903 5612 SKID STEER AUGER BIT 12" 44$ 116$ 321$ 903 5618 SKID STEER AUGER BIT 18" 50$ 150$ 237$ 903 5624 SKID STEER AUGER BIT 24" 60$ 164$ 373$ 903 5630 SKID STEER AUGER BIT 30" 63$ 169$ 354$ 903 5636 SKID STEER AUGER BIT 36" 81$ 202$ 505$ 903 5670 SKID STEER MINI AUGER POWER UNIT 102$ 422$ 749$ 903 570 SKID STEER TRACK LOADER 1700-1999# 381$ 1,146$ 2,529$ 903 580 SKID STEER TRACK LOADER 2000-2399# 393$ 1,170$ 2,664$ 903 585 SKID STEER TRACK LOADER 2400-2799# 463$ 1,194$ 2,841$ 903 590 SKID STEER TRACK LOADER 2800-3399 528$ 1,369$ 2,987$ 903 71 SKID STEER LOADER 1700-1899# 296$ 856$ 1,736$ 903 80 SKID STEER LOADER 1900-2000# 317$ 895$ 2,027$ 903 90 SKID STEER LOADER 2001-2599# 302$ 971$ 2,225$ 750 1100 SWEEPER RIDE ON 6' WINDROW 274$ 812$ 1,865$ 750 1105 SWEEPER RIDE ON 8' WINDROW THREE WHEEL 321$ 947$ 2,136$ 750 1106 SWEEPER 8' 4 WHEEL ROPS 350$ 977$ 2,309$ 750 1107 SWEEPER 8' 4 WHEEL CAB 383$ 1,156$ 2,518$ 750 1110 SWEEPER RIDE ON PICK UP 521$ 1,342$ 3,446$ 750 1040 SWEEPER WALKBEHIND 197$ 573$ 1,035$ 750 1109 SWEEPER RIDEON PICK UP 66" AND SMALLER 540$ 1,802$ 3,416$ 750 1111 SWEEPER RIDE-ON PICK UP ELECTRIC 421$ 1,287$ 2,228$ 750 1115 SWEEPER/SCRUBBER RIDE ON 693$ 2,178$ 5,247$ 908 30 FARM TRACTOR 30HP 305$ 746$ 1,866$
908 40 FARM TRACTOR 40HP 373$ 965$ 2,335$
908 50 FARM TRACTOR 50HP 255$ 744$ 2,532$
908 5260 FARM TRACTOR BOX BLADE 60" 194$ 436$ 888$ 908 5410 FARM TRACTOR MOWER ATTACHMENT 209$ 659$ 2,035$ 908 90 FARM TRACTOR 90HP+ 484$ 1,560$ 4,534$
930 1101 TRENCHER 11-15HP WALKBEHIND TIRE 255$ 782$ 1,684$ 930 1102 TRENCHER 11-15HP WALKBEHIND TRACK 263$ 781$ 1,598$ 930 1200 TRENCHER 16-27HP WALKBEHIND TIRE 276$ 814$ 1,907$ 930 1230 TRENCHER 16-27HP WALKBEHIND TRACK 293$ 902$ 2,041$ 930 1350 TRENCHER 32-50HP 413$ 1,157$ 2,707$
930 1440 TRENCHER 51-69HP 599$ 1,652$ 3,853$
930 1520 TRENCHER RIDE ON WITH BACKHOE 448$ 1,164$ 2,899$ Cat Class Description Day Week Month
210 9854 SANDBLAST POT 150# 149$ 406$ 1,123$ 210 9859 SANDBLAST POT 300# 201$ 501$ 1,238$ Flooring Equipment
Sourcewell 040924 effective 6/11/24
210 9890 VACUUM SHOT BLASTER 327$ 1,307$ 3,921$ 210 9893 SHOTBLAST RIDE-ON GAS/LPG 867$ 2,376$ 4,950$ 210 9895 SHOTBLASTER 8" 110 VOLT 374$ 1,094$ 1,913$ 210 9896 SHOTBLAST SYSTEM 10" ELECTRIC 941$ 3,044$ 5,549$ 220 0001 SWEEPER MAGNETIC FLOOR 24" 35$ 130$ 269$ 220 1600 CARPET CLEANER UP AND OUT 78$ 232$ 464$ 220 1601 CARPET CLEANER INDUSTRIAL 93$ 326$ 599$ 220 1610 CARPET EXTRACTOR PORTABLE 82$ 402$ 763$ 220 1612 CARPET EXTRACTOR SELF-CONTAINED WALK BEH 82$ 402$ 763$ 220 1675 SURFACE CLEANER SYSTEM 93$ 326$ 599$ 220 1800 CARPET EXTRACTOR RIDE ON 365$ 991$ 2,228$ 220 1810 CARPET EXTRACTOR WALK BEHIND 218$ 654$ 1,961$ 220 6060 RIDE ON FLOOR SCRAPER ELECTRIC 1150# 627$ 1,963$ 4,525$ 220 6060 RIDE-ON FLOOR SCRAPER ELEC 2200-3100# 545$ 1,782$ 4,901$ 220 6069 RIDE-ON FLOOR SCRAPER PROPANE 2200# 594$ 1,980$ 5,346$ 220 6070 RIDE-ON FLOOR SCRAPER-PROPANE 2500-2800# 990$ 2,772$ 6,831$ 220 6100 TILE STRIPPER 100-199# 110 VOLT 95$ 278$ 671$ 220 6300 TILE STRIPPER 200-399# 110 VOLT 327$ 926$ 2,614$ 220 7055 FLOOR POLISHER/STRIPPER 17" 76$ 230$ 488$ 220 7058 FLOOR SCRUBBER 17" 142$ 354$ 899$ 220 7061 FLOOR SCRUBBER 24" WALKBEHIND 218$ 719$ 1,806$ 220 7063 FLOOR SCRUBBER 20" WALK BEHIND ELECTRIC 164$ 436$ 1,307$ 220 7066 FLOOR SCRUBBER 32" WALK BEHIND 273$ 926$ 2,015$ 220 7068 FLOOR SCRUBBER 34" WALKBEHIND 248$ 842$ 1,634$ 220 7071 FLOOR SCRUBBER 14" WALKBEHIND 142$ 354$ 899$ 220 7815 FLOOR BURNISHER 1500 RPM 256$ 523$ 1,503$ 220 7820 FLOOR BURNISHER PROPANE 251$ 523$ 1,503$ 220 7849 SCRUBBER RIDEON ELECTRIC UP TO 40" 471$ 1,485$ 2,921$ 220 7850 SCRUBBER FLOOR RIDE ON PROPANE SC8000 594$ 1,980$ 4,752$ 220 7851 SCRUBBER RIDEON 41" OR LARGER 540$ 1,802$ 3,416$ 220 7900 POLISHER ATTACHMENT TERRAZZO 53$ 157$ 314$ 220 7910 CARBIDE FLOOR STRIPPER DISK 17" 85$ 212$ 462$ 220 8000 HARDWOOD SANDER 8" DRUM W/DUST BAG 67$ 309$ 871$ 220 9000 SCRUBBER UPRIGHT 12" 24$ 66$ 153$ 220 9030 VACUUM INDUSTRIAL PNEUMATIC 55 GALLON 114$ 267$ 625$ 220 9525 VACUUM ELEC CONCRETE DUST 85$ 254$ 491$ 220 9530 VACUUM ELEC CONCRETE DUST MULTI STAGE 148$ 491$ 981$ 220 9034 INDUSTRIAL VACUUM 5-50HP 248$ 743$ 2,228$ 220 9535 VACUUM ELEC CONCRETE DUST 110V 2 MOTOR 83$ 288$ 1,001$ 220 9536 VACUUM ELEC CONCRETE DUST 110V 3 MOTOR 149$ 446$ 1,485$ 220 9100 VACUUM WET/DRY 10-14 GALLON 37$ 82$ 195$ 220 9810 HEPA VACUUM 115$ 314$ 674$
750 1116 SWEEPER/SCRUBBER RIDE ON OVER 50" PATH 763$ 2,505$ 5,881$ 750 1118 SCRUBBER STAND UP ELECTRIC 218$ 654$ 1,961$ 900 0100 PROPANE TANKS 14$ 35$ 91$
Cat Class Description Day Week Month
290 1515 PRUNER POWER CHAIN SAW HEAD 77$ 230$ 546$ 290 2100 AERATOR LAWN GAS POWERED 106$ 342$ 763$ Landscaping Equipment
Sourcewell 040924 effective 6/11/24
290 2130 AERATOR LAWN GAS POWERED LARGE 90$ 320$ 769$ 290 2455 SOD CUTTER 18" 149$ 457$ 914$
290 3010 AUGER GAS 1 MAN 86$ 285$ 724$
290 3012 AUGER HYDRAULIC 1 MAN 111$ 376$ 830$ 290 3020 AUGER GAS 2 MAN 122$ 315$ 782$
290 3023 AUGER TOWABLE GAS 130$ 358$ 893$
290 3060 AUGER BIT 6" 18$ 43$ 107$
290 3080 AUGER BIT 8" 21$ 53$ 132$
290 3085 AUGER BIT 8" FOR 1 MAN AUGER 11$ 48$ 60$ 290 3100 AUGER BIT 10" 14$ 37$ 102$ 290 3120 AUGER BIT 12" 25$ 37$ 93$
290 4325 CHIPPER 6" SELF FEED 254$ 608$ 1,552$ 290 4450 CHIPPER 12"-13" 529$ 1,319$ 3,111$
290 4456 CHIPPER 18" 442$ 1,522$ 3,804$ 290 4800 SPLITTER LOG GAS HYDRAULIC 116$ 290$ 845$ 290 4925 STUMP GRINDER MEDIUM 11-14HP 235$ 765$ 1,778$ 290 4955 STUMP GRINDER 35HP HYDRAULIC 319$ 1,051$ 2,343$ 290 4960 STUMP GRINDER 20-30HP HYDRAULIC 311$ 984$ 1,711$ 290 6565 MOWER COMMERCIAL 60"-65" 182$ 569$ 1,098$ 290 7380 MOWER WEED SELF POWERED 131$ 398$ 956$ 290 7450 TILLER 5HP WALKBEHIND 91$ 288$ 549$ 290 7485 TILLER 6-8HP REAR TINE 97$ 264$ 791$ 290 7530 TILLER 13HP WALKBEHIND REAR TINE 156$ 438$ 1,314$ 290 7925 BACKPACK BLOWER LARGE 46$ 148$ 320$ 290 7958 BLOWER WALKBEHIND 13HP 78$ 200$ 546$ 290 8300 SPRAYER 3 GALLON HAND 9$ 20$ 52$ 290 8550 STRAW BLOWER 241$ 616$ 1,530$
290 8640 ROLLER LAWN 18$ 55$ 118$ 290 8813 HYDROSEEDER 600-800 GALLON 315$ 1,041$ 1,852$ 625 4500 CHAINSAW 18" 81$ 224$ 526$ 625 4600 CHAINSAW 20" 76$ 226$ 618$ Cat Class Description Day Week Month
320 1200 LIGHT STAND 2 X 1000W METAL HALIDE 74$ 163$ 387$ 320 2100 LIGHT STAND 1 X 1000W METAL HALIDE 48$ 106$ 253$ 320 2147 LIGHT WOBBLE 1 X 400W 110V METAL HALIDE 37$ 82$ 194$ 320 2400 LIGHT STRING 100' 29$ 64$ 154$ 320 3050 DISTRIBUTION BOX 38$ 67$ 209$ 320 4000 LIGHT TOWER TOWABLE SMALL 125$ 305$ 668$ 320 4001 LIGHT TOWER TOWABLE SMALL VERT MAST 125$ 305$ 668$ 320 4002 LIGHT TOWER,0-2KW LED VERT MAST EXTENDED 199$ 449$ 973$ 320 4003 LIGHT TOWER,4-7KW VERT MAST EXTENDED 191$ 442$ 1,248$ 320 4005 LIGHT TOWER,8-15KW 128$ 403$ 1,199$ 320 4009 LIGHT TOWER,8-15KW VERT MAST 140$ 408$ 1,223$ 320 4010 LIGHT TOWER WITH 16-20KW GENERATOR 352$ 907$ 2,177$ 320 4011 LIGHT TOWER VERTICAL MAST W/16-20KW GEN 246$ 814$ 2,439$ 320 4050 LIGHT TOWER TOWABLE SOLAR POWER 207$ 472$ 1,443$ 320 4060 LIGHT TOWER ELECTRIC PUSHAROUND 111$ 272$ 662$ Material Handling & Forklifts
Lighting Equipment
Sourcewell 040924 effective 6/11/24
Cat Class Description Day Week Month
230 5110 FORKLIFT 4' PALLET FORKS 5$ 14$ 27$ 230 5130 FORKLIFT 6' FORKS 30$ 93$ 119$ 230 5135 FORKLIFT 8' FORKS 33$ 63$ 142$ 230 5151 FORK EXTENSIONS 6' 27$ 73$ 163$ 230 5170 FORK EXTENSIONS 8' 43$ 110$ 275$ 230 5212 FORKLIFT TOW AND LIFT ATTACHMENT 69$ 181$ 468$ 230 5250 FORKLIFT JIB 63$ 156$ 392$
231 1200 FORKLIFT WHSE 5000# GAS/LP 235$ 667$ 1,416$ 231 1201 FORKLIFT WHSE 5000# ELECTRIC 235$ 667$ 1,416$ 231 1202 FORKLIFT WHSE 5000# DIESEL 235$ 667$ 1,416$ 231 1204 FORKLIFT WHSE 5000# CUSHION 235$ 667$ 1,416$ 231 1205 FORKLIFT WHSE 5000# LOW PROFILE GAS/LP 235$ 667$ 1,416$ 231 1209 FORKLIFT WHSE 5000# PNEU DF QUADMAST 235$ 667$ 1,416$ 231 1220 FORKLIFT WHSE 6000# PNEU NMT DF QUADMAST 261$ 819$ 1,675$ 231 1250 FORKLIFT WHSE 6000# GAS/LP 261$ 819$ 1,675$ 231 1252 FORKLIFT WHSE 6000# DIESEL 261$ 819$ 1,675$ 231 1253 FORKLIFT WHSE 6000# PNEUMATIC 261$ 819$ 1,675$ 231 1254 FORKLIFT WHSE 6000# CUSHION 261$ 819$ 1,675$ 231 1350 FORKLIFT WHSE 8000# GAS/LP 321$ 937$ 1,969$ 231 1351 FORKLIFT WHSE 8000# DIESEL 321$ 937$ 1,969$ 231 1353 FORKLIFT WHSE 8000# PNEUMATIC 321$ 937$ 1,969$ 231 1445 FORKLIFT WHSE 10000-12500# DIESEL 381$ 987$ 2,443$ 231 1450 FORKLIFT WHSE 10000-12500# PNEUMATIC 458$ 1,218$ 2,885$ 231 1801 FORKLIFT WHSE 15000# 539$ 1,539$ 3,456$ 231 1850 FORKLIFT WHSE 20000-22499# PNEUMATIC 673$ 2,008$ 4,712$ 231 1950 FORKLIFT WHSE 25000-30000# PNEUMATIC 742$ 2,370$ 5,923$ 231 1975 FORKLIFT WHSE 30000-35000# PNEUMATIC 1,020$ 2,675$ 6,564$ 231 2000 FORKLIFT WHSE 35000-49999# PNEUMATIC 1,131$ 2,889$ 7,070$ 231 2210 FORKLIFT WHSE 10000-12000# CONST PNEU 405$ 1,001$ 2,673$ 231 500 FORKLIFT WHSE 1000-4000# ELEC WALKBEHIND 196$ 608$ 1,223$ 232 2210 FORKLIFT ROUGH TERRAIN 6000# 11-20' 2WD 356$ 889$ 2,219$ 232 2215 FORKLIFT ROUGH TERRAIN 6000# 21-29' 392$ 981$ 2,452$ 232 2305 FORKLIFT ROUGH TERRAIN 8000# 15-22' 2WD 405$ 1,011$ 2,526$ 232 2306 FORKLIFT ROUGH TERRAIN 8000# 15-22' 4WD 433$ 1,044$ 2,575$ 330 6001 DOLLY APPLIANCE WITH STRAP 26$ 80$ 155$ 330 6040 DOLLY STAIR CLIMBING 206$ 456$ 1,086$ 330 6150 MACHINE SKATE SET 15 TON (4X3.75) 130$ 290$ 689$ 330 6560 JACK PALLET HYDRAULIC 65$ 195$ 448$ 330 6565 JACK PALLET 4,000# ELECTRIC 144$ 347$ 828$ 330 9635 GANTRY CRANE ALUMINUM 5 TON 509$ 1,132$ 2,695$ 330 9650 GANTRY CRANE ALUMINUM 3 TON 438$ 1,021$ 2,277$ 330 9670 GANTRY CRANE STEEL 10 TON 419$ 959$ 2,284$ 330 9678 GANTRY CRANE ALUMINUM 2 TON 8' 221$ 493$ 1,173$ 330 9680 GANTRY CRANE ALUMINUM 2 TON 10' 202$ 447$ 1,065$ 330 9685 GANTRY CRANE ALUMINUM 2 TON 15' 208$ 473$ 1,103$ 330 9712 LIFT MATERIAL 6-12' 0-400# MANUA 85$ 192$ 447$ 330 9713 LIFT MATERIAL 6-12' 400-700# MANUAL 85$ 252$ 563$ 330 9714 LIFT MATERIAL 6-12' 700-1000# MANUAL 94$ 265$ 558$
Sourcewell 040924 effective 6/11/24
330 9717 LIFT MATERIAL 13-15' 700-1000# MANUAL 100$ 265$ 629$ 330 9719 LIFT MATERIAL 16-18' 400-650# MANUAL 113$ 267$ 635$ 330 9723 LIFT MATERIAL 19-20' 700-800# MANUAL 113$ 271$ 637$ 330 9727 LIFT MATERIAL 24-25' 400-650# MANUAL 127$ 321$ 726$ 330 9735 FORK EXT FOR MATERIAL LIFT SET OF 2 10$ 27$ 55$ 330 9800 PALLET JACK (BULK) 62$ 186$ 448$ 230 5265 TRUSS BOOM 1500# CAPACITY 10' LONG 78$ 182$ 401$ 230 5274 TRUSS BOOM 2000# CAPACITY 12' LONG 101$ 264$ 609$ 230 5310 FORKLIFT MATERIAL BUCKET 78$ 267$ 379$ 230 5325 FORKLIFT HOPPER 1.5 YARD 72$ 188$ 407$ 230 5330 FORKLIFT HOPPER 2 YARD 118$ 243$ 409$ 230 6132 FORKLIFT MAN CAGE 4' X 8' 65$ 183$ 449$ 233 1000 FORKLIFT 4500# 15' & UP VARIABLE REACH 363$ 1,065$ 2,379$ 233 1025 FORKLIFT 5000# 16-20' VARIABLE REACH 373$ 1,150$ 2,450$ 233 1155 FORKLIFT VARIABLE REACH 6000# 15 451$ 1,261$ 2,568$ 233 1160 FORKLIFT VARIABLE REACH 6000# 35-39' 470$ 1,325$ 2,849$ 233 1170 FORKLIFT VARIABLE REACH 6000# 40-49' 470$ 1,325$ 2,797$ 233 1250 FORKLIFT VARIABLE REACH 7000# 38 514$ 1,352$ 2,737$ 233 1325 FORKLIFT VARIABLE REACH 8000# 50' & UP 593$ 1,625$ 4,034$ 233 1370 FORKLIFT VARIABLE REACH 8000# 40-49' 539$ 1,507$ 3,246$ 233 1470 FORKLIFT VARIABLE REACH 9000# 30-45' 675$ 1,711$ 4,082$ 233 1600 FORKLIFT VARIABLE REACH 10000# 40-49' 711$ 1,775$ 4,479$ 233 1650 FORKLIFT VARIABLE REACH 10000# 50' & UP 724$ 1,826$ 4,523$ 233 1675 FORKLIFT VARIABLE REACH 12000# 55' & UP 808$ 2,228$ 5,387$ 233 1685 FORKLIFT VARIABLE REACH 14000# 55' & UP 907$ 2,563$ 6,049$ 233 1690 FORKLIFT VARIABLE REACH 15-16000# 40-55' 1,129$ 3,043$ 7,530$ 233 1695 FORKLIFT VARIABLE REACH 16-18000# 32'&UP 1,472$ 3,830$ 9,852$ 233 1700 FORKLIFT VARIABLE REACH 20000# 32' & UP 1,813$ 5,531$ 14,385 $ 233 2140 TELESCOPIC HANDLER 13200# 96'ROTATINGBOO 4,816$ 9,676$ 16,876 $ Cat Class Description Day Week Month
180 7000 CORE DRILL ELECTRIC 13-15 AMP 133$ 374$ 859$ 180 7001 CORE DRILL ELECTRIC 17-23 AMP 122$ 396$ 778$ 180 7006 DRILL CORE RIG ELECTRIC 10" WITH VACUUM 94$ 241$ 613$ 181 8550 BENDER REBAR 1" ELECTRIC 218$ 536$ 1,328$ 181 8611 REBAR CUTTER 1" ELECTRIC HYDRAULIC 100$ 228$ 545$ 181 8615 REBAR CUTTER BENDER 5/8" 35$ 76$ 183$ 181 9815 CLEANER MAGNETIC SWEEPER 24-25" 33$ 99$ 197$ 190 1000 CAULKING GUN CORDLESS 15$ 35$ 78$ 190 2342 IMPACT WRENCH 1/2" CORDLESS 41$ 92$ 218$ 190 2344 IMPACT WRENCH 3/4" CORDLESS 52$ 117$ 279$ 190 3500 DRILL PRESS MAGNETIC 1/2" 94$ 194$ 462$ 190 3550 DRILL PRESS MAGNETIC 3/4" 113$ 253$ 602$ 190 3610 DRILL PRESS MAGNETIC 1 1/2" 127$ 282$ 672$ 190 5010 SHEAR WRENCH 5/8"-7/8" ELECTRIC 109$ 240$ 554$ 190 5015 SHEAR WRENCH 3/4"-1" ELECTRIC 162$ 388$ 872$ 190 5020 SHEAR WRENCH 3/4"-1 1/8" ELECTRIC 182$ 429$ 974$ 200 6 PUNCH SET HYDRAULIC 25-35 TON 202$ 449$ 1,069$ 200 12 CABLE PULLER TUGGER 6500# ELECTRIC 302$ 671$ 1,721$ Misc.Tools
Sourcewell 040924 effective 6/11/24
200 16 CABLE PULLER TUGGER 4000# ELECTRIC 166$ 368$ 870$ 200 18 CABLE PULLER TUGGER 2000# ELECTRIC 109$ 225$ 550$ 200 1050 PIPE BENDER HYDRAULIC 2 1/2"-4" 496$ 1,090$ 2,596$ 200 1055 PIPE BENDER HYD 1/2"-2" WITH HAND PUMP 90$ 201$ 473$ 200 1150 PIPE BENDER TABLE 881 78$ 183$ 435$ 200 1200 PIPE BENDER ELECTRIC 1/2"-2" 227$ 506$ 1,203$ 200 5070 CABLE PULLER TUGGER FLOOR MOUNT 15$ 33$ 75$ 200 5100 CABLE PULLER TUGGER 10000# ELECTRIC 407$ 863$ 2,094$ 200 5107 TUGGER REEL STAND 22"-54" 41$ 92$ 221$ 200 6100 PIPE BENDER PVC HEATER 1/2"-4" 48$ 106$ 253$ 200 6200 PIPE BENDER PVC HEATER 1"-6" 64$ 148$ 344$ 200 7654 PUNCH KNOCKOUT SET CORDLESS 81$ 183$ 408$ 200 7870 PIPE BENDER ELECTRIC 1/2" TO 1-1/8" TUBE 142$ 317$ 755$ 210 4604 RAM HYDRAULIC 5 TON 1" STROKE 16$ 36$ 85$ 210 4607 RAM HYDRAULIC 5 TON 5" STROKE 17$ 39$ 88$ 210 4620 RAM HYDRAULIC 10 TON 1" STROKE 18$ 43$ 100$ 210 4630 RAM HYDRAULIC 10 TON 6.13" STROKE 22$ 49$ 116$ 210 4645 RAM HYDRAULIC 15 TON 2" STROKE 23$ 52$ 125$ 210 4650 RAM HYDRAULIC 15 TON 4" STROKE 26$ 58$ 139$ 210 4705 RAM HYDRAULIC 50 TON 0.63" STROKE 43$ 100$ 231$ 210 4715 RAM HYDRAULIC 55 TON 4.25" STROKE 56$ 126$ 299$ 210 4720 RAM HYDRAULIC 60 TON 3" STROKE HOLLOW 102$ 228$ 544$ 210 4740 RAM HYDRAULIC 100 TON 2" STROKE 102$ 228$ 534$ 210 5190 MAINTENANCE SET HYDRAULIC 10-25 TON 90$ 207$ 516$ 210 5315 RAM HYDRAULIC 150 TON 2" STROKE 144$ 321$ 716$ 210 5335 PUMP HYD HAND 10K PSI 100-300 CUBIC INCH 37$ 84$ 199$ 210 5345 PUMP HYD HAND 10K PSI DOUBLE ACTION 189$ 419$ 997$ 260 1800 CHAIN HOIST ELECTRIC 1000LB 114$ 239$ 586$ 260 1805 CHAIN HOIST ELECTRIC 2000LB 133$ 297$ 710$ 260 1810 CHAIN HOIST ELECTRIC 2000/4000 170$ 380$ 906$ 260 1818 CHAIN HOIST ELECTRIC 10,000LB 230/460 258$ 584$ 1,388$ 260 1860 CHAIN HOIST MANUAL 4,000LB 56$ 127$ 302$ 260 1865 CHAIN HOIST MANUAL 6,000LB 71$ 156$ 374$ 260 1870 CHAIN HOIST MANUAL 10,000LB 94$ 212$ 506$ 260 2967 COME-A-LONG 4000LB 30$ 68$ 163$ 260 2975 COME-A-LONG 18000LB 91$ 192$ 458$ 260 3005 COME-A-LONG 1500LB 22$ 50$ 114$ 260 3015 COME-A-LONG 3000LB 29$ 72$ 170$ 260 9910 TIE-DOWN CHAIN - 20 FT 2$ 7$ 13$ 260 9920 CHAIN BINDER 2$ 7$ 13$ 290 9475 LADDER STEP 16' 67$ 204$ 341$
290 9480 LADDER STEP 16' FIBERGLASS 67$ 204$ 341$ 500 1175 PIPE CUTTER HINGED 4"-6" 46$ 103$ 258$ 500 1186 PIPE CUTTER HINGED 8"-12" 95$ 216$ 548$ 500 1196 PIPE CUTTER ROTARY 10"-14" 126$ 317$ 756$ 500 1351 PIPE WRENCH 48" BULK 18$ 38$ 91$ 500 1355 PIPE WRENCH 60" 23$ 53$ 127$
500 1510 PIPE THREADER 700 HANDHELD ELECTRIC 61$ 137$ 324$ 500 1512 PIPE THREADER 1/2"-2" 535 POWERED 125$ 318$ 778$
Sourcewell 040924 effective 6/11/24
500 1515 PIPE THREADER 1/2"-2" 300 POWERED 125$ 335$ 825$ 500 1527 PIPE THREADER 1/2"-4" 1224 POWERED 204$ 511$ 1,277$ 500 1685 PLUG HOSE ROPE 20' WITH GAUGE 19$ 41$ 98$ 500 1820 PIPE JACK STAND 10$ 23$ 53$ 800 1255 BIT CARBIDE MISCELLANEOUS SIZE 14$ 40$ 78$ 800 1350 BIT SDS MAX 1 1/2" X 18" 14$ 52$ 118$ 800 2330 BLADE TILE STRIPPING DEMO/ROTARY HAMMER 33$ 84$ 192$ 800 3000 EXTENSION CORD 10/3 50' UG 7$ 12$ 30$ 800 3018 EXTENSION CORD 12/3 10' 16$ 31$ 53$ 800 3025 EXTENSION CORD 12/3 50' 110V 5$ 11$ 27$ 800 3075 EXTENSION CORD 12/3 100' 110V 7$ 14$ 33$ 800 3105 EXTENSION CORD 50' 120V 5$ 16$ 34$ 800 3325 BOX TEMPOWER GFI DISTRIBUTION 28$ 77$ 171$ 800 3650 PIGTAIL MALE UG TO FEMALE TWIST LOCK 5$ 12$ 25$ 800 3750 CORD TEMPOWER 6/4 50' 48$ 93$ 192$ 800 3775 CORD TEMPOWER 6/4 100' 28$ 74$ 168$ 800 4375 LOCATOR PIPE AND CABLE 119$ 266$ 634$ 850 2473 CRIMPER PIPE PRESS RINGS XL 163$ 362$ 861$ 850 6050 BRAKE ALUMINUM SIDING 91$ 232$ 489$ 850 7095 CRIMPER PIPE CORDLESS 231$ 512$ 1,220$ 900 930 SPREADER HYDRAULIC SAND/SALT 116$ 329$ 726$ Cat Class Description Day Week Month
550 10 PADLOCK FOR STORAGE CONTAINER 9$ 9$ 9$ 921 60 CONTAINER 8X20X8'6" 145$ 145$ 145$
921 61 CONTAINER 8X20X8'6" PV3 165$ 165$ 165$ 921 63 CONTAINER 8X20X8'6" SOLAR 165$ 165$ 165$ 921 120 CONTAINER 8X20X8'6" DBLE DOOR 165$ 165$ 165$ 921 180 CONTAINER 8X40X8'6" 185$ 185$ 185$ 921 181 CONTAINER 8X40X8'6" PV3 205$ 205$ 205$ 921 220 CONTAINER 8X40X8'6" DBLE DOOR 205$ 205$ 205$ 921 183 CONTAINER 8X40X8'6" SOLAR 205$ 205$ 205$ 921 401 CONTAINER RAMPS 80$ 80$ 80$
922 30 OFFICE TRAILER 10X40 W/RR 850$ 850$ 850$ 922 40 OFFICE TRAILER 10X40 NO RR 800$ 800$ 800$ 922 70 OFFICE TRAILER 10X50 W/RR 950$ 950$ 950$ 922 80 OFFICE TRAILER 10X50 NO RR 900$ 900$ 900$ 922 90 OFFICE TRAILER 12X60 W/RR 1,350$ 1,350$ 1,350$ 922 100 OFFICE TRAILER 12X60 NO RR 1,250$ 1,250$ 1,250$ 923 10 MODULAR BLDG 24X60 W/1-RR 2,450$ 2,450$ 2,450$ 923 30 MODULAR BLDG 24X60 NO RR 2,350$ 2,350$ 2,350$ 923 1000 MODULAR BUILDING STEPS 50$ 50$ 50$ 924 20 GLO/OFFICE CONTAINER 8X20X8'6" 575$ 575$ 575$ 924 40 GLO/OFFICE CONTAINER 8X20X8'6" OFF/STOR 525$ 525$ 525$ 924 60 GLO/OFFICE CONTAINER 8X40X9'6" 825$ 825$ 825$ 924 110 GLO/OFFICE CONTAINER 8X40X8'6" OFF/STOR 675$ 675$ 675$ 924 80 GLO/OFFICE CONTAINER 8X40X9'6" G3 W/RR 925$ 925$ 925$ 924 203 CHAIR MAT 13$ 13$ 13$
924 204 WHITEBOARD AND MARKERS 25$ 25$ 25$ Mobile Storage & Office Solutions
Sourcewell 040924 effective 6/11/24
924 402 SECURITY LIGHTING 55$ 55$ 55$
924 201 NA-REFRIGERATOR 65$ 65$ 65$
924 202 CAN TRASH 1213 GALLON 10$ 10$ 10$ 675 9110 SHELVING PORTABLE MOBILE 30$ 30$ 30$ 675 2144 BASE PLATE SWIVEL GALVANIZED 18$ 43$ 91$ 675 4330 BASE PLATE 19$ 32$ 95$
675 7640 LOCKING PIN 3$ 4$ 5$
375 6 CHAIRS FOLDING 11$ 11$ 11$
375 2600 TABLE BANQUET 6' 25$ 25$ 25$
375 1600 UPHOLSTERED CHAIR 45$ 45$ 45$ 375 1010 DESK WITH DRAWERS 65$ 65$ 65$ 400 6490 POT COFFEE 12 CUP 10$ 10$ 10$ 400 8114 OVEN MICROWAVE 25$ 25$ 25$
Cat Class Description Day Week Month
350 1 PRESSURE WASHER 4000 PSI 146$ 445$ 924$ 350 2350 PAINT SPRAYER .5-.75 GPM AIRLESS 99$ 286$ 810$ 350 3025 PRESSURE WASHER HOT ELECTRIC 169$ 484$ 1,083$ 350 3050 PRESSURE WASHER HOT GAS 189$ 564$ 1,254$ 350 3175 PRESSURE WASHER GAS 2500 PSI 122$ 293$ 740$ 350 3177 PRESSURE WASHER GAS 2700 PSI 126$ 310$ 769$ 350 3200 PRESSURE WASHER GAS 3000 PSI 133$ 363$ 906$ 350 3210 PRESSURE WASHER 3000 PSI ON TRAILER 330$ 1,076$ 2,429$ 350 3215 PRESSURE WASHER 3500 PSI ON TRAILER 356$ 1,167$ 2,733$ 350 3220 PRESSURE WASHER GAS 3500 PSI 139$ 347$ 865$ 350 3224 PRESSURE WASHER 5000 PSI 117$ 465$ 1,369$ 350 3250 PRESSURE WASHER HOSE 50' EXTENSION 18$ 42$ 74$ 350 3300 PRESSURE WASHER HYDRO SCRUBBER 48$ 148$ 312$ Cat Class Description Day Week Month
500 880 PIPE FUSION MACHINE 1/2"-2" 80$ 180$ 512$ 500 882 PIPE FUSION MACHINE 2" - 8" 298$ 731$ 1,629$ 500 883 PIPE FUSION MACHINE 1"-4" 176$ 372$ 930$ 500 884 PIPE FUSION MACHINE 2" - 6" 221$ 490$ 1,169$ 500 885 PIPE FUSION MACHINE 6" - 18" TRACK 1,119$ 2,561$ 6,094$ 500 886 PIPE FUSION MACHINE 6" - 18" ROLLING 968$ 2,251$ 5,262$ 500 887 PIPE FUSION MACHINE 4" - 12" ROLLING 535$ 1,190$ 2,834$ 500 888 PIPE FUSION MACHINE 4" - 12" TRACK 678$ 1,579$ 3,588$ 520 1001 PUMP 4" SELF PRIME - DIESEL 204$ 612$ 1,838$ 520 1002 PUMP 4" VENTURI PRIME - DIESEL 204$ 612$ 1,838$ 520 1003 PUMP 4" VAC ASSIST - DIESEL 204$ 612$ 1,838$ 520 1005 PUMP 4" DBA-SILENCER VAC ASSIST - DIESEL 260$ 782$ 2,055$ 520 1008 PUMP 4" DBA-TMSN JSV (OVT) PRIME HH - DI 246$ 738$ 2,214$ 520 1020 PUMP 4" SELF PRIME - ELECTRIC 243$ 728$ 2,185$ 520 1022 MODEL 4JC PUMP 4" VAC ASSIST - ELECTRIC 243$ 728$ 2,185$ 520 1026 MODEL 4TSV PUMP 4" TMSN JSV (OVT) PRIME HH 288$ 863$ 2,587$ 520 2 PUMP 3" VENTURI PRIME - DIESEL 180$ 539$ 1,617$ 520 20 PUMP 3" SELF PRIME - ELECTRIC 242$ 717$ 2,293$ 520 2001 PUMP 6" SELF PRIME - DIESEL 239$ 729$ 2,159$ Pumps, Hoses and Accessories, Tanks, Filtration Systems and Containment Products (Fluid Solutions) Pressure Washers
Sourcewell 040924 effective 6/11/24
520 2002 PUMP 6" VENTURI PRIME - DIESEL 239$ 719$ 2,159$ 520 2003 PUMP 6" VAC ASSIST - DIESEL 239$ 719$ 2,159$ 520 2005 PUMP 6" DBA-SILENCER VAC ASSIST - DIESEL 306$ 991$ 2,848$ 520 2008 PUMP 6" SUPER VAC ASSIST - DIESEL 306$ 920$ 2,762$ 520 2014 PUMP 6" SS VAC ASSIST - DIESEL 847$ 1,700$ 5,287$ 520 2017 PUMP 6" SS SUPER VAC ASSIST - DIESEL 985$ 1,957$ 6,091$ 520 2021 PUMP 6" VENTURI PRIME - ELECTRIC 289$ 869$ 2,606$ 520 2022 PUMP 6" VAC ASSIST - ELECTRIC 289$ 869$ 2,606$ 520 2028 PUMP 6" SUPER VAC ASSIST - ELECTRIC 322$ 967$ 2,902$ 520 2029 PUMP 6" DBA-TMSN JSC ENV PRIME HH - DIES 294$ 882$ 2,674$ 520 2036 MODEL 6JB HAND PUMP 6" TMSN J HAND PRIME JET 354$ 1,060$ 3,179$ 520 2041 PUMP 6" TMSN JSC ENV PRIME OT - DIESEL 328$ 841$ 2,436$ 520 2043 PUMP 6" TMSN JSC ENV PRIME HH - DIESEL 328$ 891$ 2,588$ 520 2046 PUMP 6" TMSN JSV (OVT) PRIME OT - DIESEL 285$ 856$ 1,944$ 520 2047 PUMP 6" TMSN JSV (OVT) PRIME HH - DIESEL 239$ 729$ 1,944$ 520 3002 PUMP 8" VENTURI PRIME - DIESEL 336$ 1,008$ 3,026$ 520 3005 PUMP 8" DBA-SILENCER VAC ASSIST - DIESEL 383$ 1,148$ 3,445$ 520 3006 PUMP 8" DBA-VAC ASSIST CUTTER - DIESEL 485$ 1,456$ 3,970$ 520 3007 PUMP 8" SUPER VENTURI PRIME - DIESEL 336$ 1,008$ 3,026$ 520 3008 PUMP 8" SUPER VAC ASSIST - DIESEL 336$ 1,008$ 3,026$ 520 3009 PUMP 8" DBA-SILENCER SUPER VACASSIST-DSL 353$ 1,058$ 3,175$ 520 3011 PUMP 8" DBA-TMSN JSC ENV PRIME HH - DIES 352$ 1,057$ 3,017$ 520 3018 PUMP 8" TMSN JSC ENV PRIME HH - DIESEL 363$ 1,089$ 3,105$ 520 3022 MODEL 8JC PUMP 8" VAC ASSIST - ELECTRIC 419$ 1,258$ 3,771$ 520 3028 PUMP 8" SUPER VAC ASSIST - ELECTRIC 497$ 1,460$ 4,198$ 520 4000 PUMP 12" TMSN JSC ENV PRIME HH - DIESEL 681$ 1,854$ 4,808$ 520 4001 PUMP 12" DBA-TMSN JSC ENV PRIME HH - DIE 711$ 1,916$ 5,410$ 520 4005 PUMP 12" DBA-SILENCER VAC ASSIST - DSL 1,138$ 2,613$ 8,131$ 520 4007 PUMP 12" DBA-VAC ASSIST CUTTER - DIESEL 1,123$ 2,247$ 6,239$ 520 4008 PUMP 12" SUPERVAC ASSIST - DIESEL 928$ 1,856$ 5,136$ 520 4009 PUMP 12"DBA-SILNCER SUPER VAC ASSIST-DSL 1,049$ 2,408$ 5,635$ 520 4026 PUMP 12" DBA-TMSN ROTARY WELLPOINT - DIE 561$ 1,123$ 3,202$ 520 4027 MODEL 12JS PUMP 12" TMSN JSV (OVT) PRIME HH 599$ 1,796$ 5,388$ 520 5003 PUMP 14" VAC ASSIST - DIESEL 1,097$ 2,194$ 6,583$ 520 6000 MODEL 18JS PUMP 18" TMSN JSC ENV PRIME HH 1,356$ 4,071$ 12,213 $ 520 6001 PUMP 18" DBA-TMSN JSC ENV PRIME HH - DIE 1,248$ 2,496$ 7,118$ 520 6002 PUMP 18" TMSN JSV (OVT) PRIME HH - DIESE 1,264$ 2,984$ 8,200$ 520 6005 PUMP 18" DBA-SILENCER VAC ASSIST - DSL 3,633$ 4,151$ 12,074 $ 520 6008 PUMP 18" SUPER VAC ASSIST - DIESEL 3,405$ 3,754$ 11,145 $ 520 6022 PUMP 18" SUPER VAC ASSIST - ELECTRIC 2,369$ 4,646$ 14,458 $ 520 8022 PUMP 3X2 VAC ASSIST - ELECTRIC 643$ 1,262$ 3,929$ 520 8120 PUMP 4X2 STANDARD CENTRIFUGAL - ELECTRIC 1,110$ 2,137$ 6,651$ 520 8207 PUMP 4X3 SUPER VENTURI PRIME - DIESEL 1,186$ 2,173$ 6,818$ 520 8208 PUMP 4X3 SUPER VAC ASSIST - DIESEL 1,287$ 2,358$ 7,398$ 520 8303 PUMP 5X3 VAC ASSIST - DIESEL 531$ 1,062$ 3,188$ 520 8402 PUMP 6X3 VENTURI PRIME - DIESEL 423$ 1,291$ 3,804$ 520 8403 PUMP 6X3 VAC ASSIST - DIESEL 459$ 1,401$ 4,127$ 520 8414 PUMP 6X3 SS VAC ASSIST - DIESEL 784$ 1,568$ 4,471$ 520 8432 PUMP 6X3 VENTURI PRIME-DSL/180G FUELSKID 1,076$ 2,106$ 6,452$
Sourcewell 040924 effective 6/11/24
520 8501 PUMP 6X4 SUPER VENTURI PRIME - DIESEL 1,145$ 2,607$ 7,452$ 520 8503 PUMP 6X4 VAC ASSIST - DIESEL 868$ 1,965$ 6,358$ 520 8508 PUMP 6X4 SUPER VAC ASSIST - DIESEL 1,242$ 2,829$ 8,085$ 520 8509 PUMP 6X4 DBA-SILNCER SUPER VACASSIST-DSL 1,080$ 2,161$ 6,344$ 520 8602 PUMP 8X6 VENTURI PRIME - DIESEL 679$ 1,851$ 4,453$ 520 8603 PUMP 8X6 VAC ASSIST - DIESEL 948$ 1,896$ 5,688$ 520 8607 PUMP 8X6 SUPER VENTURI PRIME - DIESEL 1,791$ 4,067$ 12,455 $ 520 8608 PUMP 8X6 SUPER VAC ASSIST - DIESEL 1,651$ 3,748$ 10,103 $ 520 8609 PUMP 8X6 DBA-SILNCER SUPER VACASSIST-DSL 1,401$ 3,964$ 11,517 $ 520 8702 PUMP 10X8 VENTURI PRIME - DIESEL 973$ 2,867$ 8,359$ 520 8703 PUMP 10X8 VAC ASSIST - DIESEL 973$ 2,867$ 8,359$ 520 8704 PUMP 10X8 DBA-SILENCER VENTURI PRIME-DSL 1,776$ 3,773$ 11,741 $ 520 8705 PUMP 10X8 DBA-SILENCER VAC ASSIST-DIESEL 1,485$ 4,086$ 11,641 $ 520 8708 PUMP 10X8 SUPER VAC ASSIST - DIESEL 1,062$ 3,343$ 10,030 $ 520 8714 PUMP 10X8 SS VAC ASSIST - DIESEL 1,951$ 4,006$ 11,891 $ 520 8722 PUMP 10X8 VAC ASSIST - ELECTRIC 1,719$ 3,416$ 10,525 $ 520 8903 PUMP 12X8 VAC ASSIST - DIESEL 2,391$ 4,454$ 13,861 $ 520 9020 PUMP 1" TO 1.5" AOD - ALUMINUM 100$ 310$ 929$ 520 9022 PUMP 1" TO 1.5" AOD - STAINLESS 117$ 334$ 1,004$ 520 9023 PUMP 1" TO 1.5" AOD - POLY 111$ 334$ 994$ 520 9030 PUMP 2" AOD - ALUMINUM 109$ 319$ 929$ 520 9031 PUMP 2" AOD - CAST IRON 114$ 275$ 710$ 520 9032 PUMP 2" AOD - STAINLESS 112$ 334$ 1,004$ 520 9033 PUMP 2" AOD - POLY 115$ 334$ 1,004$ 520 9040 PUMP 3" AOD - ALUMINUM 106$ 334$ 1,004$ 520 9042 PUMP 3" AOD - STAINLESS 167$ 501$ 1,505$ 520 9043 PUMP 3" AOD - POLY 315$ 627$ 1,954$ 520 9130 PUMP 2" DEWATERING 51$ 123$ 371$ 520 9136 PUMP 2" DIAPHRAGM ELECTRIC 51$ 123$ 371$ 520 9140 PUMP 3" DEWATERING 60$ 181$ 557$ 520 9145 PUMP 3" DIAPHRAGM 97$ 273$ 595$ 520 9230 PUMP 2" TRASH 51$ 123$ 371$
520 9240 PUMP 3" TRASH 60$ 181$ 541$
520 9250 PUMP 4" TRASH 78$ 233$ 687$
520 9400 PUMP 4" SLUDGEMASTER (TRAILER MOUNTED) 1,167$ 3,438$ 10,508 $ 520 9541 3" HYDRAULIC PUMP HEAD - CAST IRON 177$ 482$ 1,060$ 520 9550 4" HYDRAULIC PUMP HEAD - VORTEX 220$ 420$ 1,307$ 520 9551 4" HYDRAULIC PUMP HEAD - CAST IRON 112$ 332$ 994$ 520 9552 4" HYDRAULIC PUMP HEAD - STAINLESS 112$ 332$ 994$ 520 9554 4" HYDRAULIC PUMP HEAD - SLURRYGATE 111$ 332$ 994$ 520 9561 6" HYDRAULIC PUMP HEAD - CAST IRON 132$ 397$ 1,191$ 520 9564 6" HYDRAULIC PUMP HEAD - SLURRYGATE 127$ 382$ 1,146$ 520 9571 8" HYDRAULIC PUMP HEAD - CAST IRON 163$ 487$ 1,461$ 520 9573 8" TMSN HYDRAULIC PUMP HEAD - 80HST 230$ 285$ 921$ 520 9581 12" HYDRAULIC PUMP HEAD - CAST IRON 212$ 656$ 1,968$ 520 9650 6X5 DIESEL PUMP - MULTI STAGE HORIZONTAL 6,873$ 15,852$ 45,772 $ 520 9701 8KW SUBMERSIBLE POWER UNIT 192$ 511$ 1,592$ 520 9702 20KW SUBMERSIBLE POWER UNIT 319$ 774$ 2,407$ 520 9706 25HP HYDRAULIC POWER UNIT 281$ 764$ 2,267$
Sourcewell 040924 effective 6/11/24
520 9707 10HP HYDRAULIC POWER UNIT 155$ 494$ 1,144$ 520 9708 65HP HYDRAULIC POWER UNIT 362$ 907$ 2,601$ 520 9709 150HP HYDRAULIC POWER UNIT 543$ 1,038$ 3,662$ 520 9714 74HP TMSN 32HPU HYDRAULIC POWER UNIT 195$ 521$ 1,459$ 520 9830 PUMP 2" ELECTRIC SUBMERSIBLE 63$ 155$ 390$ 520 9831 2" ELECTRIC SUBMERSIBLE TRASH 58$ 173$ 395$ 520 9840 PUMP 3" ELECTRIC SUBMERSIBLE 88$ 237$ 556$ 520 9850 PUMP 4" ELECTRIC SUBMERSIBLE 152$ 378$ 961$ 520 9852 PUMP 4" ELECTRIC SUBMERSIBLE RIG 149$ 357$ 1,113$ 520 9860 PUMP 6" ELECTRIC SUBMERSIBLE 15-30 HP 342$ 859$ 2,150$ 520 9861 PUMP 6" ELECTRIC SUBMERSIBLE 31-49HP 342$ 828$ 2,175$ 520 9862 PUMP 6" MANHOLE SUBMERSIBLE 169$ 394$ 1,624$ 520 9864 PUMP 6" ELECTRIC SUBMERSIBLE 50-60 HP 576$ 1,247$ 3,882$ 520 9870 PUMP 8" ELECTRIC SUBMERSIBLE 500$ 1,228$ 3,131$ 520 9880 PUMP 10" ELECTRIC SUBMERSIBLE 634$ 1,584$ 3,922$ 520 9912 MODEL 12R ROTARY PUMP 12" TMSN ROTARY WELLPOINT 395$ 1,186$ 3,557$ 520 9935 MODEL 8RW ROTARY PUMP 8" TMSN ROTARY WELLPOINT 347$ 1,042$ 3,125$ 520 9946 PUMP 8" DBA-TMSN ROTARY WELLPOINT - DIES 293$ 880$ 2,642$ 520 9948 PUMP 8" ROTARY WELLPOINT - ELECTRIC 403$ 767$ 2,389$ 520 9949 PUMP 8" ROTARY DBA-WELLPOINT DIESEL 483$ 918$ 2,863$ 520 9950 PUMP 8" ROTARY WELLPOINT - DIESEL 520$ 1,057$ 3,350$ 520 9951 PUMP 6" PISTON DBA-WELLPOINT - DIESEL 408$ 932$ 2,899$ 520 9952 PUMP 8" PISTON DBA-WELLPOINT - DIESEL 516$ 1,163$ 3,688$ 520 9998 PUMP 4" DOUBLE DIAPHRAGM - DIESEL 136$ 405$ 1,214$ 523 1000 AUTO DIAL MONITOR SYSTEM 136$ 265$ 822$ 523 1010 WIRELESS TELEMETRY MESSENGER SYSTEM 136$ 265$ 824$ 523 1101 PROP FLOW METERS ALL SIZES 257$ 499$ 1,550$ 523 1407 GATE VALVE 6" AND UNDER STAINLESS STEEL 27$ 52$ 222$ 523 1408 GATE VALVE 8" 50$ 103$ 322$
523 1804 VALVE BUTTERFLY 4" 22$ 33$ 100$ 523 1806 VALVE BUTTERFLY 6" 29$ 47$ 144$ 523 2001 STANDALONE PUMP MANIFOLD 945$ 2,019$ 6,288$ 523 3001 SUBMERSIBLE PUMP CONTROL PANEL 38$ 75$ 210$ 523 3005 PUMP CONTROL PANEL TRANSDUCER 51$ 119$ 316$ 523 3010 VFD PANEL - 60HP - 460V - NEMA 3R OR 4 625$ 1,373$ 4,191$ 523 3016 VFD PANEL - 350HP - 460V - NEMA 3R OR 4 1,568$ 3,438$ 10,222 $ 523 3017 VFD PANEL - 400HP - 460V - NEMA 3R OR 4 1,523$ 3,278$ 10,207 $ 534 2020 HOSE 2X20 PVC SUCTION - CAMLOCK 14$ 48$ 137$ 534 2110 HOSE 2X20 STAINLESS - FLANGED 34$ 102$ 308$ 534 2311 HOSE 2X20 CHEMICAL - FLANGED (SS) 31$ 95$ 285$ 534 2321 HOSE 2X20 CHEMICAL - CAMLOCK (SS) 31$ 95$ 267$ 534 2720 HOSE 2X20 TANK TRUCK - CAMLOCK 24$ 75$ 224$ 534 2920 HOSE 2X20 RUBBER SUCTION - CAMLOCK 16$ 48$ 142$ 534 5820 HOSE 2X50 RUBBER DISCHARGE - CAMLOCK 18$ 53$ 161$ 534 6620 HOSE 2X50 LAYFLAT DISCHARGE - CAMLOCK 16$ 48$ 132$ 534 6680 HOSE 2X50 LAYFLAT DISCHARGE - NPT 13$ 40$ 78$ 535 2020 HOSE 3X20 PVC SUCTION - CAMLOCK 20$ 59$ 177$ 535 2110 HOSE 3X20 STAINLESS - FLANGED 48$ 142$ 427$ 535 2220 HOSE 3X20 KANAFLEX SUCTION - CAMLOCK 17$ 48$ 135$
Sourcewell 040924 effective 6/11/24
535 2311 HOSE 3X20 CHEMICAL - FLANGED (SS) 39$ 117$ 353$ 535 2321 HOSE 3X20 CHEMICAL - CAMLOCK (SS) 42$ 127$ 356$ 535 2410 HOSE 3X20 OSD - FLANGED 42$ 127$ 363$ 535 2720 HOSE 3X20 TANK TRUCK - CAMLOCK 47$ 110$ 295$ 535 2920 HOSE 3X20 RUBBER SUCTION - CAMLOCK 21$ 63$ 178$ 535 3920 HOSE 3X25 RUBBER SUCTION - CAMLOCK 13$ 38$ 89$ 535 6620 HOSE 3X50 LAYFLAT DISCHARGE - CAMLOCK 21$ 63$ 190$ 535 6680 HOSE 3X50 LAYFLAT DISCHARGE - NPT 17$ 42$ 101$ 535 6820 HOSE 3X50 RUBBER DISCHARGE - CAMLOCK 24$ 75$ 221$ 536 1730 HOSE 4X10 TANK TRUCK - QC 9$ 63$ 136$ 536 1920 HOSE 4X10 RUBBER SUCTION - CAMLOCK 43$ 88$ 276$ 536 2020 HOSE 4X20 PVC SUCTION - CAMLOCK 29$ 75$ 225$ 536 2110 HOSE 4X20 STAINLESS - FLANGED 56$ 167$ 513$ 536 2220 HOSE 4X20 KANAFLEX SUCTION - CAMLOCK 23$ 71$ 214$ 536 2230 HOSE 4X20 KANAFLEX SUCTION - QC 23$ 71$ 214$ 536 2311 HOSE 4X20 CHEMICAL - FLANGED (SS) 52$ 156$ 454$ 536 2321 HOSE 4X20 CHEMICAL - CAMLOCK (SS) 52$ 149$ 445$ 536 2410 HOSE 4X20 OSD - FLANGED 52$ 158$ 475$ 536 2412 HOSE 4X20 COMPOSITE - FLANGED 52$ 122$ 345$ 536 2710 HOSE 4X20 TANK TRUCK - FLANGED 40$ 119$ 359$ 536 2720 HOSE 4X20 TANK TRUCK - CAMLOCK 49$ 112$ 312$ 536 2740 HOSE 4X20 TANK TRUCK - HAMMER 40$ 119$ 357$ 536 2860 HOSE 4X20 RUBBER SUCTION - VIC 14$ 34$ 117$ 536 2895 HOSE 4X20 COMPOSITE DISCHARGE 58$ 117$ 352$ 536 2920 HOSE 4X20 RUBBER SUCTION - CAMLOCK 29$ 78$ 233$ 536 2930 HOSE 4X20 RUBBER SUCTION - QC 29$ 78$ 233$ 536 3920 HOSE 4X25 BLACK WATER SUCTION - CAMLOCK 22$ 56$ 129$ 536 6620 HOSE 4X50 LAYFLAT DISCHARGE - CAMLOCK 27$ 75$ 238$ 536 6630 HOSE 4X50 LAYFLAT DISCHARGE - QC 23$ 47$ 143$ 536 6820 HOSE 4X50 RUBBER DISCHARGE - CAMLOCK 37$ 80$ 219$ 536 6830 HOSE 4X50 RUBBER DISCHARGE - QC 53$ 103$ 324$ 537 1410 HOSE 6X10 OSD - FLANGED 26$ 50$ 177$ 537 1920 HOSE 6X10 RUBBER SUCTION - CAMLOCK 29$ 72$ 145$ 537 2020 HOSE 6X20 PVC SUCTION - CAMLOCK 38$ 88$ 269$ 537 2110 HOSE 6X20 STAINLESS - FLANGED 76$ 227$ 681$ 537 2220 HOSE 6X20 KANAFLEX SUCTION - CAMLOCK 43$ 102$ 296$ 537 2230 HOSE 6X20 KANAFLEX SUCTION - QC 28$ 82$ 247$ 537 2311 HOSE 6X20 CHEMICAL - FLANGED (SS) 75$ 225$ 674$ 537 2313 HOSE 6X20 CHEMICAL - FLANGED (CS) 119$ 233$ 725$ 537 2405 HOSE 6X20 COMPOSITE OSD - FLANGED 118$ 231$ 722$ 537 2410 HOSE 6X20 OSD - FLANGED 60$ 201$ 543$ 537 2720 HOSE 6X20 TANK TRUCK - CAMLOCK 41$ 123$ 369$ 537 2730 HOSE 6X20 TANK TRUCK - BAUER 86$ 175$ 526$ 537 2910 HOSE 6X20 RUBBER SUCTION - FLANGED 47$ 125$ 339$ 537 2920 HOSE 6X20 RUBBER SUCTION - CAMLOCK 38$ 93$ 280$ 537 2921 HOSE 6X20 RUBBER SUCTION - CAMLOCK (SS) 65$ 127$ 394$ 537 2930 HOSE 6X20 RUBBER SUCTION - QC 58$ 116$ 358$ 537 2960 HOSE 6X20 RUBBER SUCTION - VIC 26$ 49$ 150$ 537 3920 HOSE 6X25 RUBBER SUCTION - CAMLOCK 37$ 95$ 231$
Sourcewell 040924 effective 6/11/24
537 6620 HOSE 6X50 LAYFLAT DISCHARGE - CAMLOCK 40$ 105$ 303$ 537 6630 HOSE 6X50 LAYFLAT DISCHARGE - QC 26$ 78$ 235$ 537 6820 HOSE 6X50 RUBBER DISCHARGE - CAMLOCK 48$ 106$ 278$ 537 6830 HOSE 6X50 RUBBER DISCHARGE - QC 34$ 97$ 286$ 538 1230 HOSE 8X10 KANAFLEX SUCTION - QC 60$ 123$ 352$ 538 1410 HOSE 8X10 OSD - FLANGED 52$ 128$ 379$ 538 2110 HOSE 8X20 STAINLESS - FLANGED 97$ 296$ 908$ 538 2220 HOSE 8X20 KANAFLEX SUCTION - CAMLOCK 48$ 158$ 442$ 538 2230 HOSE 8X20 KANAFLEX SUCTION - QC 43$ 95$ 267$ 538 2405 HOSE 8X20 COMPOSITE OSD - FLANGED 137$ 269$ 837$ 538 2410 HOSE 8X20 OSD - FLANGED 106$ 317$ 950$ 538 2720 HOSE 8X20 TANK TRUCK - CAMLOCK 68$ 205$ 613$ 538 2730 HOSE 8X20 TANK TRUCK - BAUER 69$ 208$ 626$ 538 2910 HOSE 8X20 RUBBER SUCTION - FLANGED 76$ 151$ 454$ 538 2920 HOSE 8X20 RUBBER SUCTION - CAMLO 49$ 146$ 435$ 538 2930 HOSE 8X20 RUBBER SUCTION - QC 42$ 128$ 383$ 538 2960 HOSE 8X20 RUBBER SUCTION - VIC 37$ 81$ 263$ 538 3830 HOSE 8X25 RUBBER DISCHARGE - BAUER 100$ 199$ 611$ 538 6620 HOSE 8X50 LAYFLAT DISCHARGE - CAMLOCK 34$ 103$ 312$ 538 6630 HOSE 8X50 LAYFLAT DISCHARGE - QC 49$ 165$ 487$ 538 6820 HOSE 8X50 RUBBER DISCHARGE - CAMLOCK 62$ 188$ 566$ 538 6830 HOSE 8X50 RUBBER DISCHARGE - QC 38$ 113$ 342$ 538 8001 REEL HOSE DEPLOYMENT SYSTEM 622$ 1,203$ 3,231$ 539 1110 HOSE 10 X 10 STAINLESS - FLANGED 174$ 329$ 1,026$ 539 1410 HOSE 10X10 OSD - FLANGED 98$ 218$ 626$ 539 2110 HOSE 10X20 STAINLESS - FLANGED 122$ 365$ 1,094$ 539 2410 HOSE 10X20 OSD - FLANGED 117$ 366$ 1,074$ 539 2960 HOSE 10X20 RUBBER SUCTION - VIC 66$ 188$ 620$ 539 6560 HOSE 10X50 RUBBER DISCHARGE - VICTAULIC 91$ 201$ 661$ 540 1930 HOSE 12X10 RUBBER SUCTION - QC 50$ 149$ 446$ 540 2230 HOSE 12X20 KANAFLEX SUCTION - QC 61$ 181$ 544$ 540 2410 HOSE 12X20 OSD - FLANGED 156$ 454$ 1,362$ 540 2910 HOSE 12X20 RUBBER SUCTION - FLANGED 146$ 343$ 1,052$ 540 3630 HOSE 12X25 LAYFLAT DISCHARGE - QC 126$ 251$ 965$ 540 4510 HOSE 12X30 OSD DISCHARGE - FLANGED 102$ 308$ 1,049$ 541 2410 HOSE 14X20 OSD - FLANGED 188$ 483$ 1,434$ 545 1010 10 X 10 CONTAINEMENT BERM 85$ 188$ 549$ 545 1012 10 X 12 CONTAINMENT BERM 88$ 151$ 359$ 545 1016 10 X 16 CONTAINMENT BERM 89$ 197$ 527$ 545 1021 10 X 25 CONTAINMENT BERM 34$ 166$ 662$ 545 1023 1 X 50 HYD HOSE 24$ 75$ 221$
545 1034 1-1/4 X 50 HYDRAULIC HOSE 27$ 79$ 239$ 545 1050 10 X 50 CONTAINMENT BERM 63$ 191$ 573$ 545 1101 FLANGED REDUCERS (ALL SIZES) 17$ 44$ 152$ 545 1103 Y'S 31$ 78$ 189$
545 1104 T'S 37$ 86$ 216$
545 1105 STRAINERS (ALL SIZES) 3$ 11$ 37$ 545 1108 BUTTERFLY VALVES 16$ 49$ 145$ 545 1109 90'S 20$ 51$ 161$