MS4 PE DESIGN – VERNAL EVAP POND

PIN 23311

2026 - Standards

Table of Contents

I. Statement of Applicable Standards

II. Bidding Schedule

III. Materials Minimum Sampling and Testing

IV. Special Provisions

V. Draft MS4 Compliance Plan

I. Statement of Applicable Standards

The Utah Department of Transportation 2026 Standard Specifications and Standards Drawings for Road and Bridge Construction books found at: http://udot.utah.gov/go/2026standards

Refer to “Special Provisions” for other project specific specifications.

https://drive.google.com/drive/folders/1N9yXr7OJmtYVG3nNtpxoo3vMEP6b0QXi?usp=drive_link

II. Bidding Schedule

ITEM UDOT SPECIFICATION DESCRIPTION QTY UNIT UNIT COST COST

1 01501 MOBLIZATION 1 LUMP

2 01571 SILT FENCE 462 FT

3 01721 SURVEY 1 LUMP

4 02076* GEOCUSHION 58,558 SQ FT

5 02076* GEONET 29,279 SQ FT

6 02076* HDPE LINER 58,558 SQ FT

7 02221 LINER DEMO 1 LUMP

8 02221 REMOVE DRAINAGE BOX 1 EACH

9 02316 SITE EXCAVATION (PLAN QTY) 1,686 CU YD

10 02610 LEAK DETECTION PORT 3 EACH

11 02610

4" UNDERDRAIN PERFORATED PVC WITH FILTER

SOCK

288 FT

12 02610 4" UNDERDRAIN PERFORATED PVC 144 FT

13 02610 4" UNDERDRAIN PVC 42 FT

14 CONCRETE FILLED STEEL BOLLARD 3 EACH

15 02721 UNTREATED BASE COURSE 1,075 CU YD

16 02737 ASPHALT PATCH 41 CU YD

17 02911 HECP TYPE 2 426 SQ YD

18 02922 BROADCAST SEED 426 SQ YD

19 03055M CONCRETE W/MACROSYNTHETIC FIBER 480 CU YD

20 03211 REINFORCING STEEL (PLAN QTY) 3,619 LBS

21 03310 STRUCTURAL CONCRETE (PLAN QTY) 30 CU YD

MS4 PE DESIGN - VERNAL EVAP POND BID SCHEDULE

TOTAL BID AMOUNT

III. Materials Minimum Sampling and Testing Requirements

Follow the requirements of the Materials Minimum Sampling and Testing Requirements:

http://www.udot.utah.gov/go/mstr http://www.udot.utah.gov/go/mstr

IV. Special Provisions

Section No. Title – Type (current date)

1. 00250S Pre-Bid Meeting – Department Special Provision (2026, Version 1)

2. 00555S Prosecution and Progress – Construction Special Provision

(03/05/2026)

3. 01355S Environmental Compliance – Department Special Provision (2026, Version 1)

4. 01455S Material Quality Assurance– Department Special Provision (2026, Version 1)

5. 02076S Pond Liner – Project Special Provision (03/06/2026)

6. 03055S Portland Cement Concrete – Materials Special Provision

(03/05/2026)

7. 03390S Concrete Curing – Department Special Provision (2026, Version 1)

Pre-Bid Meeting

00250S – Page 1 of 2

2026, Version 1

SPECIAL PROVISION

SECTION 00250S

PRE-BID MEETING

Add Section 00250:

PART 1 GENERAL

1.1 SECTION INCLUDES Not Used

1.2 RELATED SECTIONS Not Used

1.3 REFERENCES Not Used

1.4 DEFINITIONS Not Used

1.5 SUBMITTALS Not Used

1.6 SCHEDULING

A. Pre-Bid Meeting

1. A mandatory pre-bid meeting will be held at the following:

Date: March 24, 2026 Time: 11:00 AM

Location/Address: 2773 N Vernal Ave. Vernal Utah

Project Description: Reconstruction of detention pond with liners and concrete.

2. Department representatives will be present to discuss details related to this project.

3. Proposals submitted by Bidders who did not attend the pre-bid meeting will be deemed non-responsive.

4. Proposals submitted by Bidders who did not have documented attendance at the pre-bid meeting will be deemed non-responsive.

Pre-Bid Meeting

00250S – Page 2 of 2

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

END OF SECTION

Prosecution and Progress 00555S – Page 1 of 12

March 5, 2026

SECTION 00555S

PROSECUTION AND PROGRESS

Delete Section 00555 in its entirety and replace with the following:

1.1 SECTION INCLUDES

A. Prosecution of the contract and progression of work

1.2 RELATED SECTIONS

A. Section 00777: Change Management

B. Section 00820: Legal Relations and Responsibility to the Public

C. Section 01282: Payment

D. Section 01355: Environmental Compliance

E. Section 01556S: Night Work Lighting

1.3 REFERENCES

A. Utah Transportation Code

1.4 DEFINITIONS

A. Percussive Noise – Short bursts of noise including but not limited to blasting, pile driving, and jack-hammering.

B. Temporary Noise Permits – A temporary exception to local jurisdictional authority noise ordinances.

C. Nighttime Construction Work – Construction occurring between the hours of 10:00 PM and 7:00 AM.

00555S – Page 2 of 12

1.5 SUBMITTALS

A. Request to Sublet for each subcontractor for review– Refer to this Section, Article 1.8.

1. Include full copy of executed subcontract.

a. Include all required federal and state provisions

b. Include the Actuary/Underwriter Statement of Compliance that demonstrates the subcontractor has and will maintain an offer of “Qualified Health Coverage” to employees and dependents of employees as required by Utah Transportation Code 72-6-107.5 for subcontracts valued at or above $1,000,000.

1) Refer to http://www.udot.utah.gov/go/standardsreferences

B. Partnering Certificates for information for all required personnel before execution of the first month's construction estimate.

C. Request to work on Category II Holidays, for approval. Refer to this

Section, Article 1.9 C.

D. Request to reinstate removed employee, for review. Refer to this Section, Article 1.10.

E. C-119A UDOT Team Rating Form before contract completion

F. Request for a contract adjustment for suspensions or delays for approval, if applicable. Refer to this Section, Article 1.13.

1.6 PRECONSTRUCTION MEETING AND UTILITY PRECONSTRUCTION

MEETING

A. Contact the Engineer to schedule the preconstruction meeting and the utility preconstruction meeting.

1. The Preconstruction meeting and Utility Preconstruction meeting may be held jointly or separately.

2. The Preconstruction and Utility Preconstruction meetings are held at least 14 calendar days before beginning work.

1.7 NOTICE TO PROCEED

A. Do not proceed with work until in receipt of Notice to Proceed from the Department.

B. Notify the Engineer at least seven calendar days before beginning work.

00555S – Page 3 of 12

1.8 CONTRACT SUBLETTING

A. Obtain authorization to sublet, sell, transfer, or assign any portion of the contract work.

1. Provide a full copy of the executed subcontract

2. An authorized request for subletting is required for the following when subletting or contracting for material hauling by truck, including from an owner-operator:

a. Hauling from any point or place within the project to any other point or place within the project.

b. Hauling material that is not the property of the contractor from a point or place on the project to a point or place outside of the project.

c. Hauling from a site of work location to a point or place on the project.

d. Hauling from a point or place on the project to a site of work location.

e. Hauling is performed by a commercial materials supplier or an independent third-party that places and incorporates the material into the project.

f. Hauling is performed by a Disadvantaged Business Enterprise (DBE) firm.

3. An authorized request for subletting is not required for the following when contracting for material hauling by truck, including from an owner-operator:

a. Hauling Contractor-owned materials from a point or place on the project to a point or place outside of the project.

b. Hauling is performed by a commercial materials supplier or a third-party and unloaded at a point or place on the project solely for the convenience of the supplier or transporter.

c. A DBE trucking company leases additional trucks.

1) Provide lease agreement to the Engineer before work.

2) Refer to Part VI Bid Conditions Disadvantaged

Business Enterprise (DBE) Section F. Count DBE Participation Towards Goals for Performance.

B. Sublet no more than 70 percent of the total contract amount.

1. The Department considers an item as subcontracted in its entirety in computing the percentage of subcontracted work unless otherwise designated in the subcontract.

a. The Department uses the accumulated percentages of all authorized subcontracts to determine that the maximum subcontracted limitation is not exceeded.

b. The Department uses the total dollar amount of the items subcontracted, divided by the total original contract amount to determine the percent of work subcontracted excluding:

00555S – Page 4 of 12

1) Specialty work items.

C. Subcontracts do not relieve liability under the contract and bonds.

1. Accept liability for any claims for damages or liability resulting from an act or omission of any person who carries out work as part of the contract with the Department, whether the working relationship is through a formal subcontract or carried out by an informal, unwritten agreement. Indemnify the Department for any damages or liability, including attorney’s fees and court costs that may be incurred by such a person.

D. Do not allow subcontracted work to begin until the request to sublet is authorized by the Engineer.

E. Provide in subcontracts:

1. Include a prompt payment provision stating that each subcontractor agrees to pay lower tier subcontractors within 30 days from receipt of each payment.

2. A statement describing the method of distribution of any adjustment due to price increases or decreases using applicable price adjustment specifications for items such as fuel, asphalt, cement, and common carrier rates.

3. Language that provides for the use of appropriate alternative dispute resolution mechanisms to resolve payment disputes.

F. Supply all necessary resources to complete the contract regardless of the amount of work sublet.

1.9 LIMITATION OF OPERATIONS

A. Complete all work by June 25, 2026 unless approved otherwise by Engineer.

B. Minimize interference with traffic and UDOT operations during performance of the work.

C. Sunday and Category I Holiday Work

1. Provide advance notice to the Engineer no later than noon on

Wednesday, or four calendar days prior, whichever is greater before any Sunday or Category I holiday work, unless otherwise restricted in the contract.

D. Category II Holiday Work

1. Do not perform any work without approval except for repairing or servicing equipment, protecting work, maintaining or curing concrete, and maintaining traffic on Category II holiday.

00555S – Page 5 of 12

2. Provide notice to the Engineer no later than noon on the Wednesday, or four calendar days prior, whichever is greater before any Category II holiday work, unless otherwise restricted in the contract.

E. Nighttime Construction Work

1. Provide adequate lighting for safely performing satisfactory inspection and construction operations. Refer to Section 01556S.

2. Minimize noise during Nighttime Construction Work.

a. Comply with temporary noise permit conditions

1) Notify the Engineer and local government authority two weeks in advance of percussive noise activity.

2) Nonconformance with temporary noise permit conditions will result in disincentive according to Section 01355.

b. Obtain required temporary noise permits for:

1) Nighttime construction work within the project construction limits for activities not covered by the Department’s temporary noise permit.

2) Activities outside of the project limits such as off-site batch plants and gravel pits.

1.10 CHARACTER OF WORKERS

A. Provide sufficient resources to complete all work according to the contract.

Employ workers with the skills and experience necessary to perform the work.

B. Remove from the project any employee who performs the work in an improper or unskilled manner or who is unsafe, intemperate, or disorderly.

1. The Engineer may stop work for the Contractor’s failure to remove the employee.

2. Obtain the Engineer’s authorization before allowing a removed employee to return to the project.

C. The Engineer may stop work for the Contractor’s failure to furnish suitable and sufficient personnel to perform the work.

D. Employ a competent superintendent who is:

1. Experienced with the work being performed

2. Capable of reading and understanding the contract documents

3. Authorized to act as an agent for the Contractor

4. Authorized to execute instructions and directions from the Engineer or authorized representatives.

00555S – Page 6 of 12

E. An authorized agent of the Contractor must be at the project site at all times that work is being performed.

1.11 PARTNERING

A. Implement partnering according to the Partnering Field Guide. Refer to http://www.udot.utah.gov/go/standardsreferences.

1. The Department will reimburse 100 percent of formal partnering invoices that were pre-approved by the Engineer.

a. The Department will not reimburse invoices that were not pre-approved.

2. Failure to comply will result in 25 percent of the first estimate’s

Mobilization payment up to $25,000 being withheld until all individuals have completed the required training.

1.12 CONTRACT TIME

A. Contract time begins 10 calendar days after the date of the Notice to Proceed unless otherwise specified, or agreed to by the Engineer.

B. The Engineer furnishes a Monthly Status of Contract Time Report, indicating the number of days expended to date and the number of days remaining for substantial completion.

1. This statement is considered correct unless a documented protest explaining the Contractor’s discrepancies with the Monthly Status of Contract Time report is submitted to the Engineer within seven calendar days of receipt.

2. Failure to file a protest within the allotted time is acceptance of the time assessments provided by the Engineer in the Monthly Status of Contract Time Report.

1.13 WORK SUSPENSIONS

A. The Engineer may give written notice to suspend all or any portion of work for any reason at any time during the contract for the mutual benefit of the Department and the Contractor. Do not resume work until notification is received from Engineer.

1. Submit a request to the Engineer for a contract adjustment for suspensions or delays considered anomalous.

a. Submit the request within seven calendar days of the notice to resume work.

b. Contract adjustment is made only for requests submitted within the established time frame.

c. The Department does not allow a contract adjustment to the extent that performance would have been suspended or delayed by any other cause or for which an adjustment is

00555S – Page 7 of 12 provided for or excluded under any other contract term or condition.

d. Contract adjustment is made as specified in Section 00777 if both parties agree that the suspension:

1). Increased the cost or time required for the performance of the contract.

2). Resulted from conditions beyond control of the

Department or the Contractor.

3). Was not caused by normal weather.

4). Was not due to failure to correct conditions unsafe for the workers or the general public

2. Contract time charges will not accrue during work suspensions.

B. Contractor may pursue a claim for additional compensation or contract adjustment if there is disagreement with this Article.

C. Maintain Traffic during a suspension

1. Prepare the project for traffic flow during anticipated work suspensions.

2. Maintain all required traffic control devices.

3. The Department performs snow removal activities on temporary roadways and portions of the project during work suspensions.

4. Repair or replace all work or materials lost or damaged during the suspension.

5. Remove work or materials used for temporary maintenance and complete the project as though the work had been continuous and without interference.

6. The Department pays for maintenance required by events beyond control during work suspensions at contract prices or as extra work.

1.14 STOP WORK ORDERS

A. Stop Work Order:

1. The Engineer has the authority to stop work on a project, wholly or in part, when it is determined that the Contractor:

a. Does not remedy conditions that threaten the safety of the workers, public or nearby property.

b. Does not perform work properly or comply with contract provisions.

c. Does not comply with the Engineer’s orders.

d. Does not keep insurance coverage according to Section 00820.

e. Does not provide adequate workers or equipment.

f. Performs work when unsuitable weather or soil conditions exist that are detrimental to the quality of the finished product.

00555S – Page 8 of 12

2. The Engineer will provide a written Stop Work Order, within 24 hours of verbal notification, that describes the reason for ordering work to stop and what actions need to be taken or how conditions need to change before work may resume.

3. Do not resume work until notified by the Engineer.

4. Contract time charges will continue to accrue during periods of stopped work.

1.15 PROJECT ACCEPTANCE

A. Acceptance is achieved when work is conformant, found to be substantially and physically complete, and required documentation has been submitted.

B. Substantial Completion

1. Notify the Department two weeks prior to anticipated substantial completion date.

2. Notify the Department the day of substantial completion.

a. Contract time charges stop.

3. The Department will schedule a final inspection to:

a. Confirm that the requirements for substantial completion have been met and generate the final punch list of corrective work required.

b. Determine that the project is not substantially complete and identify incomplete work necessary for attaining substantial completion.

1) Contract time charges resume upon receipt of notification.

2) No additional notification of anticipated substantial completion is required unless otherwise specified.

4. Achieve substantial completion within the specified contract time.

The Department deducts the sum specified in Table 1 from any money due for each calendar or working day, after the specified contract time including time extensions until substantial completion is attained.

00555S – Page 9 of 12

Table 1 Schedule of Liquidated Damages

Original Contract Amount Daily Charge From More Than To and Including $0 $100,000 $560

100,000 500,000 930 500,000 1,000,000 1,200

1,000,000 5,000,000 1,570 5,000,000 10,000,000 2,130

10,000,000 30,000,000 2,430 30,000,000 4,870

C. Physical Completion

1. Notify the Department one week before anticipated physical completion date.

2. Notify the Department the day of physical completion.

3. The Department will schedule a final inspection to:

a. Confirm that the requirements for physical completion have been met.

b. Determine that the project is not physically complete and identify incomplete work necessary for attaining physical completion.

4. Achieve physical completion no later than 30 calendar days after receipt of the final punch list. $560 per day in disincentive will be deducted from any money due for each calendar day beyond the 30 calendar days limit necessary for physical completion.

D. Achieve contract completion no later than 30 calendar days after receipt of notification of physical completion. The Department deducts $100 per day in disincentive from any money due for each calendar day beyond 30 calendar days following receipt of notification of physical completion;

including the final documents punch list or other Contractor obligation under the contract that remains unfulfilled.

E. Partial Acceptance

1. The Contractor may request acceptance of a portion of the work when the work is considered complete.

2. Partial acceptance neither voids nor alters any contract terms for remaining work.

F. Continuing and completing the work after the contract time expires does not waive the Department’s rights under the contract.

00555S – Page 10 of 12

1.16 CONTRACT TERMINATION FOR DEFAULT

A. The Department may declare the Contractor to be in default and terminate the contract if the Contractor:

1. Does not begin the work under the contract within the time specified.

2. Does not perform the work with sufficient resources to secure the prompt completion of the work.

3. Does not meet contract work requirements and neglects or refuses approved resolution

4. Stops work; unless a stop work order has been issued by the

Department.

5. Does not resume stopped work within the time specified upon notification from the Department.

6. Becomes insolvent, is bankrupt, or commits related acts.

7. Is non-responsive to final third-party judgments.

8. Makes an assignment for the benefit of creditors without the

Department's approval.

9. Is a party to fraud.

B. The Department may declare the Contractor in default by written notice to the Contractor and the Surety advising them of the actions required for remedy.

C. Comply with the written notice within 10 calendar days of receipt or the

Department has full power and authority to terminate the contract.

D. The Department may appropriate or use any or all materials at the project site and enter into another contract for completion of the work according to the terms and provisions thereof or use such methods as determined by the Department to complete the contract.

E. All costs and charges incurred by the Department, including the cost of completing the work under the contract, are deducted from money owed or that may be owed the Contractor. The Contractor and Surety are liable and must pay the Department for the difference if the cost exceeds the sum that would have been payable under the contract.

F. The rights and obligations of the parties will be the same as if the termination had been issued for public convenience if it is determined after termination of the Contractor’s right to proceed that the Contractor was not in default.

00555S – Page 11 of 12

1.17 CONTRACT TERMINATION FOR PUBLIC CONVENIENCE

A. The Department may terminate the contract or any portion thereof after determining that for reasons beyond the Contractor’s or the Department’s control, the Contractor is prevented from proceeding with or completing the work and that termination is in the public interest.

B. Reasons for termination may include but are not limited to:

1. Executive Orders of the President or State Governor.

2. National emergency that creates a serious shortage of materials.

3. Orders from duly constituted authorities relating to energy conservation.

4. Restraining orders or injunctions obtained by third-party citizen action resulting from national or local environmental protection laws or where the issuance of such order or injunction is primarily caused by acts or omissions of persons or agencies other than the Contractor.

5. Court restraining orders based on acts or omissions of persons or agencies other than the Contractor.

6. Fuel or asphalt cost adjustments according to Section 01282 that are in excess of the limits therein.

7. Conditions determined to be in the best interest of the Department.

C. Upon receipt of Notice of Termination, immediately:

1. Stop work as specified.

2. Do not enter into any further subcontracts or order materials, services, or facilities except as approved to complete any remaining portion of the contract.

3. Terminate all subcontracts to the extent they relate to terminated work.

4. Settle all outstanding liabilities and termination settlement proposals.

5. Transfer title and deliver to the Department:

a. Complete and partially complete work and all materials produced or acquired before the Notice of Termination.

b. Completed or partially completed plans, drawings, information, and other property required to be furnished to the Department if the contract had been completed.

6. Complete work not terminated.

7. Coordinate a time and date with the Engineer to inventory materials obtained but not yet used for the project.

8. Take all necessary or directed actions to protect contract-related property that is in the possession of the Contractor and in which the Department has or may have an interest.

00555S – Page 12 of 12

D. The Department pays for:

1. All completed items of work as of that date at the contract pay item price when the Department orders termination of a contract effective on a certain date.

2. Partially completed work either at agreed prices or by force account methods.

E. Support all claimed costs associated with contract termination with internal cost records that show actual costs.

1. The Department reserves the right to obtain and review all

Contractor cost records associated with such a request.

F. Termination of a contract or portion thereof does not relieve the Contractor of contractual responsibilities for the work completed or relieve the Surety of its obligation for and concerning any just claim arising out of the work performed.

Environmental Compliance 01355S – Page 1 of 7

SECTION 01355S

ENVIRONMENTAL COMPLIANCE

Delete Section 01355 in its entirety and replace with the following:

1.1 SECTION INCLUDES

A. Compliance with federal and state environmental regulations.

1.2 RELATED SECTIONS Not Used

1.3 REFERENCES

A. Code of Federal Regulations (CFR)

B. U.S. Environmental Protection Agency (EPA) Regulations

C. Utah Administrative Code (UAC)

D. Utah Department of Environmental Quality (DEQ) Regulations

E. Utah Construction General Permit (CGP)

F. UDOT Municipal Separate Storm Sewer System (MS4) Permit

A. Fugitive Dust – Particulate, composed of soil and/or industrial particulates such as ash, coal, minerals, etc., which becomes airborne because of wind or mechanical disturbance of surfaces. Natural sources of dust and fugitive emissions are not fugitive dust within the meaning of this definition.

B. Non-Compliance Activity – A willful or negligent action, activity or procedure taken by the Contractor which violates permits, regulations, and rules.

1. Tier 1 Non-Compliance Activity – First Non-Compliance Activity where the Engineer has notified the Contractor.

01355S – Page 2 of 7

2. Tier 2 Non-Compliance Activity – A repeated Tier 1 Non- Compliance Activity where the Engineer has notified the Contractor.

3. Significant Non-Compliance Violation – A substantial violation of permits, regulations, and rules that may include any Tier 1, Tier 2, or other Non-Compliance Activity, as determined by the Department.

a. The Department will consider and review any history of non-compliance by the Contractor from other Department projects.

A. Stormwater Pollution Prevention Plan (SWPPP) on projects with one or more acres of land-disturbing activity, for review.

B. Municipal Separate Storm Sewer System (MS4) Compliance Plan on projects with less than one acre of land-disturbing activity, for review.

C. Signed copy of the Notice of Intent (NOI) and Authorization to Discharge

Letter, for information.

D. Signed copy of the Notice of Termination (NOT), for information.

E. UDOT Environmental Control Supervisor (ECS) Certificate of Training, for information.

F. Fugitive Dust Control Plan (FDCP) when required, for information.

G. Documentation of environmental clearances, for review.

H. SWPPP with final documentation such as modifications and completed inspection forms before contract completion for information.

I. Environmental Non-Compliance Activity Documentation, for review.

1. Provide documentation that each non-compliance activity has been corrected including:

a. Date and time, and description of correction

b. Root cause analysis of why the non-compliance activity occurred

c. Plan to address how the non-compliance activity will not be repeated

J. Documentation of waste disposal tracking when required, for information.

01355S – Page 3 of 7

1.6 DISINCENTIVES

A. Disincentives may be assessed up to $10,000 as shown in Tables 1 and 2 for each non-compliance activity per calendar day or portion thereof when the project is not in compliance with permits, regulations, and rules.

1. Each disincentive assessed to a non-compliance activity may escalate each calendar day if not corrected as shown in Table 2.

2. Termination of disincentives are tied to the date and time of correction indicated in the Environmental Non-Compliance Activity Documentation.

Disincentives for Non-Compliance Activities

Type of Non-Compliance Activity Daily Amount Minimum Maximum

Tier 1 Non-Compliance Activity $1,000 $4,000

Tier 2 Non-Compliance Activity $4,000 $7,000

Significant Non-Compliance Violation $7,000 $10,000

Table 2 Disincentives Escalating Daily Costs

Number of Days of Non-Compliance Escalation Amount

After three (3) days Additional $2,000 per day

After seven (7) days Additional $3,000 per day

B. Fines issued by regulatory agencies against the Department may be added to the disincentives assessed.

1.7 HAZARDOUS WASTE

A. Suspend work immediately in an area if abnormal conditions are encountered or exposed during construction that indicates the presence of a hazardous waste.

1. Notify the Engineer immediately.

01355S – Page 4 of 7

B. Do the following if waste is discovered or an on-site spill is suspected of being considered hazardous according to the reportable quantity (RQ) limits identified in Title 40 CFR 302.4:

1. Take appropriate actions to minimize the threat to human health and the environment.

2. Contact the Engineer immediately.

3. Follow appropriate testing measures to determine if waste is hazardous.

4. Do the following if waste is determined to be hazardous:

a. Contact DEQ, 24-hour Answering Service at (801) 536-4123, and the National Response Center at (800) 424-8802 immediately.

b. Follow requirements in UAC R315.

C. Coordinate with the Engineer to initiate development of a remediation plan according to DEQ and the EPA regulations and requirements.

D. Complete the work required by the remediation plan before resuming operations in the affected area.

1.8 SPILL OF PETROLEUM-BASED PRODUCT AND USED OIL

A. Notify the Engineer immediately if a spill occurs.

B. Do the following for spills that exceed 25 gallons, or that pose a potential threat to human health or the environment, such as discharging to groundwater, surface water, or a storm drain

1. Notify DEQ, 24-hour Answering Service, at (801) 536-4123.

2. Coordinate with the Engineer to develop a remediation plan for spilled used oil or petroleum-based product according to UAC R315-15-8 and R315-15-9.

C. Clean up spills less than 25 gallons when caused by Contractor.

1.9 OPEN BURNING

A. Do not conduct open burning within the site of work without approval from the Utah Division of Air Quality (DAQ).

1.10 FUGITIVE EMISSIONS AND FUGITIVE DUST

A. Comply with fugitive emissions and fugitive dust requirements as defined in UAC R307.

1. Obtain a Fugitive Dust Control Plan (FDCP) when project occurs in

Nonattainment and Maintenance Areas for PM10 and PM2.5.

01355S – Page 5 of 7

1.11 ENVIRONMENTAL COMPLIANCE

A. Provide environmental clearances to demonstrate compliance with applicable environmental regulations before beginning any ground disturbance in areas not previously evaluated in the project environmental document such as wasting project-generated material, excavating or processing borrow material, creating a concrete batch plant, locating equipment, storage areas, office sites, utility lines, or holding ponds.

1. Coordinate with the Engineer to determine appropriate documentation required for environmental clearances to applicable regulations.

1.12 DISCOVERY OF HISTORICAL, ARCHAEOLOGICAL, OR

PALEONTOLOGICAL OBJECTS, FEATURES, SITES, OR HUMAN REMAINS

A. Suspend work within the vicinity if historical, archaeological, or paleontological objects, features, sites, or human remains are discovered and do the following:

1. Provide a 100 ft minimum buffer around the perimeter of the discovery.

2. Protect the discovery area.

3. Notify the Engineer immediately of the nature and exact location of the discovery.

B. Do not recommence work within the area of discovery until notified by the

1.13 STORMWATER MANAGEMENT COMPLIANCE

A. Comply with CGP requirements for projects with one or more acres of land-disturbing activity.

1. Designate an individual as the Environmental Control Supervisor

(ECS) with the following responsibilities:

a. Maintain current certifications for UDOT Environmental

Control Supervisor training.

b. Coordinate with the Engineer regarding CGP requirements and environmental commitments.

c. Manage implementation, modification and record keeping of the project SWPPP.

d. Supervise the installation, maintenance, and removal of Best

Management Practices (BMPs).

e. Conduct SWPPP inspections.

f. Be available 24 hours a day, seven days a week, and be on-site within a reasonable amount of time from notification as determined by the Engineer.

01355S – Page 6 of 7

2. Complete the SWPPP for the project using the draft provided by the Engineer.

3. Complete the Notice of Intent (NOI) to the Utah Division of Water Quality (DWQ), after the SWPPP has been signed by the Engineer.

4. Conduct SWPPP inspections at least once every seven calendar days as required by the CGP.

a. Use the Department required Stormwater Inspection

Software and coordinate with the Engineer for access.

b. Use the Department required SWPPP Inspection Forms when internet service is not available at the project site.

Refer to http://www.udot.utah.gov/go/standardsreferences.

5. Coordinate with the Engineer to determine if the project has met CGP requirements before submitting the Notice of Termination (NOT) to DWQ.

B. Comply with the UDOT MS4 Permit for projects with less than one acre of land-disturbing activity.

1. Coordinate with the Engineer regarding MS4 permit requirements and environmental commitments.

2. Complete MS4 Compliance Plan before start of construction activities.

3. Install, maintain, and remove Best Management Practices (BMPs) as required in the site of work.

C. Implement at least the following Pollution Prevention and Good Housekeeping Practices:

1. Concrete Washout

a. Provide a watertight container on-site before concrete placement activities begin and where concrete trucks, tools and equipment are to be washed.

1) Do not exceed 75 percent of total storage capacity.

2) Do not place within 50 feet of storm drain inlets, open ditches or watercourses.

b. Remove and properly dispose of concrete waste and washout water.

2. Street sweeping debris generated from construction track-out.

a. Sweep debris back onto disturbed pervious project areas

1) Remove trash and litter

b. Store debris collected by sweeping equipment on disturbed pervious project areas where it cannot enter a waterway or storm drain system.

c. Add signage to designated sweeping waste piles.

01355S – Page 7 of 7

3. Waste collected from stormwater conveyance features such as cleaning pipes, inlets, culverts, ditches, or ponds.

a. Dispose of waste at a solid waste disposal facility currently regulated by the State of Utah, as follows:

1) Coordinate with the facility in advance to determine disposal requirements.

2) Comply with facility acceptance requirements.

3) Document waste collection and disposal using the

Department’s waste disposal tracking form. Refer to http://www.udot.utah.gov/go/standardsreferences.

b. Waste may be temporarily stored within a contained and impervious surface that prevents runoff to adjacent areas and seepage into the ground until disposal.

c. Coordinate with the Engineer for the disposal of waste that is not accepted at a solid waste disposal facility.

4. Other waste generated from project activities such as sanitary waste, trash, spills, chemicals, paints, equipment maintenance and other materials to be collected and disposed as required by DEQ.

a. Document disposal of any chemicals, paints, or other waste at an appropriate waste disposal facility using the Department’s waste disposal tracking form. Refer to http://www.udot.utah.gov/go/standardsreferences.

5. Prevent material from entering stormwater conveyances, such as storm drain inlets and drainage pipes, ditches, natural waterways, and wetlands.

6. Use drip pans and absorbent materials to mitigate discharges from leaking equipment until repairs can be made. Maintain a spill kit within the site of work.

1.14 NOXIOUS WEED PREVENTION

A. Clean all earth-moving equipment before mobilizing onto the project site.

1. Use high-pressure water blasting or steam cleaning methods to clean all earth-moving construction equipment (scrapers, bulldozers, excavators, backhoes, trenchers) of dirt, mud, plant parts and seed residue.

2. Do not perform any equipment cleaning on Department right-of-way.

Material Quality Assurance 01455S – Page 1 of 6

SECTION 01455S

MATERIAL QUALITY ASSURANCE

Delete Section 01455 in its entirety and replace with the following:

A. Materials Quality Assurance

A. UDOT Materials Manual of Instruction

B. UDOT Minimum Sampling and Testing Requirements

A. Authorized Products List (APL) – A listing of manufactured products that have been verified as meeting the requirements in the standard specifications.

A. Permission agreements for storing materials on private property, for information.

1.6 MATERIALS QUALITY ASSURANCE

A. Prequalification of Suppliers

1. Use a Department pre-qualified supplier according to the Quality

Management Plans (QMP) listed for the following materials:

a. Cement – QMP 502

b. Reinforcing Steel Epoxy – QMP 503

c. Reinforcing Steel – QMP 504

d. Precast / Prestressed Concrete Structures – QMP 505

01455S – Page 2 of 6

e. Ready Mix Concrete – QMP 506

f. Fly Ash and Pozzolan – QMP 507

g. Asphalt Emulsion – QMP 508

h. Asphalt Binder – QMP 509

i. Hydrated Lime – QMP 510

j. Reinforcing Steel Galvanized Coating – QMP 512

k. Pavement Marking Paint – QMP 513

l. Hot Mix Asphalt – QMP 514

2. Products delivered by suppliers who are not qualified or who lose qualification during the project will be rejected.

B. Authorization of Materials Before Use Based on Manufacturer

Information.

1. The contract designates manufactured materials that can be incorporated in the work when authorized before use based upon manufacturer information.

a. The manufacturer information required for authorization is specified in the technical specifications as submittals.

b. APL Compliance Form

1) Manufactured materials can be incorporated in the work only if listed on the APL when the APL Compliance Form is listed as a submittal in the technical specifications. The APL Compliance Form and application to submit products for placement on the APL can be found on the UDOT website.

2) Materials not listed on the APL when the technical specifications list the APL Compliance Form as a submittal will not be authorized for use.

c. Certificates of Compliance

1) Manufactured materials and assemblies can be incorporated in the work if accompanied by a manufacturer’s Certificate of Compliance when a Certificate of Compliance is listed as a submittal in the technical specifications. Includes the following:

a. Project number and description, location, and

Contractors’ name;

b. Manufacturer’s name, along with the material source location and point of manufacture or assembly;

c. Identification of the party the material was sold or supplied to;

d. Lot identification or manufacturer’s identification of the certified materials or assemblies delivered to the project;

01455S – Page 3 of 6

e. Reference to the technical section or requirement of the contract specifications fulfilled through certification along with test reports, when applicable; and

f. Statement that the materials or assemblies comply with the particular requirements of the contract cited above and signed by a manufacturer’s representative in a position to legally bind the manufacturer.

2) The Department may sample and test materials or assemblies used on the basis of Certificates of Compliance and reject if determined not to meet contract requirements.

d. Manufacturer’s product data sheets and installation instructions 1). Materials may be incorporated into the project based on information provided through manufacturer’s product data sheets and installation instructions when listed as a submittal in the technical specifications.

2). Provide sufficient information to demonstrate conformance with product requirements before incorporating the product into the work.

3). Installation instructions supplement Part 3 Execution requirements of technical Sections; in case of conflict, the more stringent requirements apply.

4). APL Compliance Form may be submitted in lieu of product data sheets and installation instructions if the product is listed in the Department’s APL.

C. Verification

1. Inspection

a. The Department field verifies material properties and their incorporation into the project as required in the technical specifications.

2. Sampling and Testing

a. The Department verifies certain properties of work for acceptance using sampling and testing.

b. Only those properties determined by a certain test are considered accepted by that test.

c. The UDOT Minimum Sampling and Testing

Requirements and the UDOT Materials Manual of Instruction define procedures for anyone performing tests for verification.

d. The Department does not allow contract time extension for or as a result of testing.

01455S – Page 4 of 6

e. The Department may deduct from payment due the costs for retesting of materials made necessary by the Contractor’s activities.

f. Laboratories and technicians must be qualified according to the requirements of the UDOT Materials Manual of Instruction to perform materials sampling and testing.

g. The Engineer reserves the right to select and test material from any location at the construction site.

The Engineer will establish the limits of nonconforming materials sampled non-randomly.

D. Other

1. Materials and products of work where method for authorization or verification is not defined in the technical specification must be verified for conformance by using one of the methods listed in this Article.

1.7 SUPPLY SOURCE AND QUALITY REQUIREMENTS

A. Notify the Engineer of the proposed source of materials to be used before their delivery.

B. The Department encourages the re-use of industrial byproducts that meet contract requirements.

1. Use new materials for the work in cases where industrial byproducts do not meet contract requirements.

C. Required testing for aggregate sources will be deemed invalid unless testing occurred within a year of submittal.

1.8 PLANT INSPECTION

A. The Department may inspect and test materials at the acquisition, manufacturing, or supplying source for compliance with specified manufacturing methods.

B. Cooperate fully and assist the Engineer during the inspection and testing.

1. Allow the Engineer full access to all parts of the plant used to manufacture or produce materials.

2. Provide and maintain adequate safety measures.

3. Provide mechanisms for providing samples during inspections.

a. Equip crushing or screening facilities with automatic or semiautomatic mechanical sampling devices.

01455S – Page 5 of 6

1.9 MATERIAL STORAGE AND HANDLING

A. Store and handle materials according to manufacturer requirements.

B. Transport bulk materials in a manner to prevent loss or segregation after loading and measuring.

C. Store materials so they can be easily inspected and tested.

D. Restore storage and plant sites to their original condition.

E. Do not store materials and equipment on bridge decks and in areas that add loads to bridge elements.

1.10 DEPARTMENT FURNISHED MATERIALS

A. Schedule, pickup, and deliver Department furnished materials to install at the specified site.

1. Receive, inventory, store, protect, distribute and install at site as specified.

B. Contractor is responsible for all materials received. The Department deducts from money due the Contractor for the following:

1. Shortages, deficiencies, and damage that may occur to the material after physical transference from the Department.

2. The demurrage charges resulting from failure to accept the material at the designated time and point of delivery.

C. The terms Department furnished, State furnished, and owner furnished are used interchangeably throughout the contract documents to mean components for specific use in the project that are provided by an entity other than the Contractor.

1.11 CONVICT PRODUCED MATERIALS

A. Federal-aid projects are subject to Title 23, Code of Federal Regulations, CFR Part 635.417, Convict Produced Materials.

1. Materials produced after July 1, 1991, by convict labor may only be incorporated in a Federal-aid highway construction project if such materials have been:

a. Produced by convicts who are on parole, supervised release, or probation from a prison.

01455S – Page 6 of 6

b. Produced in a qualified prison facility and the cumulative annual production amount of such materials for use in Federal-aid highway construction does not exceed the amount of such materials produced in such facilities for use in Federal-aid highway construction during the 12-month period ending July 1, 1987.

Pond Liner

02076S – Page 1 of 5

March 6, 2026

SECTION 02076S

POND LINER

ADD SECTION 02076S

A. Includes liners and other materials for the pond.

1.2 RELATED SECTIONS Not used

A. AASHTO M 235: Epoxy Resin Adhesives

A. Pond – Pond where liquid is allowed to evaporate leaving salts and other waste accumulating at the base for disposal

B. Pond Liner – durable, chemical resistant liner utilized for environmental water containment.

A. Submit line product data sheet and certification from the Manufacturer that the liner supplied meets the requirements of this Section, Article 2.2 including Table 1.

B. Submit Manufacturer’s installation instructions and general recommendations.

1.6 QUALITY ASSURANCE

A. Pre-Construction Conference – The Contractor will arrange a meeting at the site with the pond liner supplier and where applicable, the liner installer before the installation of the liner. Notify the Owner and the Engineer at least three days in advance of the time of the meeting. A representative of the

02076S – Page 2 of 5 pond liner supplier must be available on an “as needed” basis during construction.

1.7 ACCEPTANCE

A. Obtain acceptance from the Engineer upon completing each installation and before placing backfill.

1. Verify the structures and pipe connections appear watertight.

2. Test according to this section, Article 3.3 when directed by the

B. The Department rejects liner at installation if it has defects, rips, holes, flaws, deterioration, or damage incurred during manufacture, transport, handling or storage.

PART 2 PRODUCTS

2.1 POND LINER

A. 60 mil textured HDPE geomembrane liner or engineer-approved equal. Pond liner to have the following minimum properties:

Tested Property Test Method Frequency Min. Average

Value Thickness(nominal), mil(mm) Thickness, (min average) mil(mm) Min 8 o f10 Measurements (-10%) Lowest individual reading (-15%)

ASTMD5994 Every roll 60 (1.5) 57 (1.43) 54 (1.35) 51(1.28)

Density, g/cc, maximum ASTM D792 Method B

200,000 lb 0.94

Tensile Properties (each direction) Strength at Break, lb/in-width (N/mm) Elongation at Break, %

ASTMD 6693, Type IV Dumbell, 2 ipm G.L. 2.0in (51mm)

20,000 lb 132 (23.1)

Tear Resistance, lb (N) ASTMD 1004 45,000 lb 45 (200) Puncture Resistance, lb (N) ASTMD 4833 45,000 lb 120 (534) Carbon Black Content, % (Range) ASTMD 4218 20,000 lb 2.0 - 3.0 Carbon Black Dispersion ASTMD 5596 45,000 lb Note (1) Asperity Height, mil (mm) ASTMD 7466 Second roll 20 (0.5)

Stress Crack Resistance (SP-NCTL) hrs.

ASTMD 5397 200,000 lb 500

Oxidative Induction Time, min ASTMD 3895, 200° C; O2, 1atm

200,000 lb > 140

NOTES:

02076S – Page 3 of 5

(1) Dispersion only applies to near spherical agglomerates. 10 views shall be Category 1 or 2.

(2) All geomembranes have dimensional stability of ±2% when tested according to ASTM D 1204 and LTB of <-77° C when tested according to ASTM D 746.

A. Pond liner to be installed per manufacturer’s minimum specifications and requirements including seaming and testing.

2.2 GEONET

A. 200 mil GSE Hypernet Geonet or approved equal. Geonet to have the following minimum properties:

Table 2

Tested Property Min. Avg. Value Unit Test Method Thickness 200.0 mil ASTM D5199 Carbon Black 2.0 % ASTM D4218 Tensile Strength 45.0 lb/in ASTM D7179 Density 0.94 g/cm3 ASTM D1505 Transmissivity 9.6 gal/min/ft ASTM D4716

PART 3 EXECUTION

3.1 POND – DOUBLE LINED WITH LEAK DETECTION

A. Review all work procedures with the Engineer.

B. Spread and compact base to provide a 3/8” minus material surface with no angular rocks and compact with a static roller. Install drainage pipe with sock and lower leak detection port.

C. Install 10 oz. nonwoven geotextile fabric directly under the lower pond liner.

D. Place layers of pond liner at the proper elevation and alignment as shown on the construction drawings. Install liner according to the guidelines provided by the manufacturer or as directed by the Engineer. Pond liner may be temporarily secured in place with sand bags, or free draining granular backfill as required by fill properties, fill placement, weather conditions, or as directed by the Engineer. Install drainage pipe and middle leak detection port between the two layers of pond liner.

E. Meet manufacturer’s seaming and testing requirements. At a minimum:

1. Seaming of geomembranes shall be carried out strictly in accordance with the manufacturer’s written instructions and in accordance with GRI GM19. The contractor shall provide a complete

02076S – Page 4 of 5 description of the processes to be used and shall identify the equipment proposed for accomplishing the seaming.

2. The surface of the geomembrane to be welded shall be clean, dry and free from any foreign matter and contaminants, such as clay and sand.

3. No geomembranes material shall be seamed when the sheet temperature is below 5°F and above 170°F as measured by an infrared thermometer (or surface thermocouple), unless otherwise approved by the Engineer. For material temperatures between 5°F and 32°F, use cold weather seaming procedure.

4. Only specialized purpose-designed equipment approved by the manufacturer shall be used. For long-run work, the machine shall be mounted on a carriage to operate at a controlled speed. In all cases, the temperature at the point of fusion shall be monitored and controlled with an interlock to the drive mechanism so that welding is stopped if the temperature falls outside the range at which satisfactory welding can be achieved

5. Each test specimen should fail in the parent material and not in the weld. The geomembrane material shall not be overheated during welding such that crystallization, oxidation, perforation or degradation of the geomembrane occurs.

6. The minimum lap of adjacent geomembrane sheets shall be 6’’, unless specified as greater by the geomembrane manufacturer or the welding equipment supplier.

7. Visual Inspections

a. The entire surface of every sheet of geomembrane material shall be inspected by the Geomembrane Installer during placing to identify any tears, abrasions, indentations, cracks, thin areas, or other defects.

b. Any defects such as holes, tears, blisters, lamination, undispersed raw materials or visible non-uniformity or contamination by foreign matter which in the opinion of the Engineer is detrimental to the…