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Local Assistance Procedures Manual Exhibit 16-A
Weekly Statement of Working Days
Exhibit 16-A: WEEKLY STATEMENT OF WORKING DAYS
FOOTNOTE INSTRUCTIONS TO RESIDENT ENGINEER
1. When determining if the day is a working day or non-working day, first determine the controlling operation (taken from the critical path of the updated approved project schedule.), second, If you determine the day is a "nonworking day", provide the contractual reason -for example, "clear-wet grade" to describe conditions when the weather is clear, but the grade is too wet. Do not list days merely as "Unworkable". When recording nonworking days due to "other", provide explanation contract lane closure restrictions, State of emergency, area-wide labor strike, etc.
2. List numbers of change orders providing for time extensions.
3. Do not include nonworking days which occur after expiration of the Extended Date of Completion. On contracts that are overtime, the total under Working Days Shall not be greater than the total of revised Working Days (line7). After approved total of working days has been reached, continue recording working and nonworking days but do not add into the totals. Make a statement under Remarks that working and nonworking days are shown for record only since the contact time has elapsed.
If an extension of time is subsequently approved, determine the new Extended Date by taking into account all nonworking days that are reachable.
4. From the calendar issued by the Division of Construction with working days numbered for convenience in computations.
5. Determine the controlling activity from the updated approved contract schedule. If the controlling activity is completed in the middle of the week and a new one begins, make this clear. For example, "Class 2 base -M, T, W; HMA -Th, Fri." This is not the place to list all the operations the contractor worked on for the week. Record that information in the Daily Report or under "remarks" if you wish.
6. Column F (lines 1-10) is informational only and tracks those days determined in column D to be working days, but the Contractor failed to work on the controlling operation.
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Appendix B
City of Goleta Monthly Project Payment Estimate Forms
270
MONTHLY PROJECT PAYMENT
ESTIMATE SUMMARY
Payment Estimate No:
Department of Public Works
130 Cremona Drive, Suite B Work Performed Through:
Goleta, CA 93117
Contractor: Project:
Address: Acct.No:
Contract Summary
Original Contract Amount:
Approved Change Orders through #:
Quantity Changes (Requires Project Engineer/Inspector verification):
Total Contract Amount to Date:
Payment Summary
Original Contract Payments
Change Order Payments
Total Earnings
Less: Retention (5%)
Less: Administrative Deductions
Net Amounts
The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of thier knowledge, information, and belief, the work covered in this application for payment has been completed in accordance with the contract documents and the costs shown are true and correct.
Resident Engineer: Project Engineer: Contractor:
Date: Date: Date:
Form CC 1 REV: 03/2023
AMOUNT
CURRENT PAY PREVIOUS TO DATE
AMOUNTPERIOD AMOUNT
271
Project: PROJECT PAYMENT ESTIMATE
Acct.No: Payment Estimate No:
Department of Public Works
130 Cremona Drive, Suite B Contractor:
Goleta, CA 93117
Work Performed Through:
Item Item Description Unit Estimated Unit Cost Contract No. Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Form CC 2 REV: 03/2023
Previous EstimatesThis Estimate Work Completed Work Remaining FORM CC 2 REV: 5/07
272
Project: QUANTITY ADJUSTMENT FORM
Acct.No: Payment Estimate No:
Department of Public Works
130 Cremona Drive, Suite B Contractor:
Goleta, CA 93117
Work Performed Through:
INSTRUCTIONS
This form is to accompany Progress Payments or the Final Payment where there are quantity changes (variations in quantities) authorized by the Department of Public Works that adjust the Total Contract Amount.
Quantity Changes in the amount of:
Progress Payment # Accompanying Progress Payment # (or Final Payment) have been reviewed and the actual quantities verified.
Item Item Description Unit Unit Cost
No. Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount
Contractor Signature Date Resident Engineer Signature Date Form CC3 REV: 03/2023
Previous EstimatesThis Estimate
Contract Quantity Adjustments
To-Date Totals
273
CONSTRUCTION CONTRACT
FINAL RELEASE
130 Cremona Drive, Suite B
From: Date:
Contractor
Payment Request No:
Address Acct.No:
Project Name:
To: CITY OF GOLETA
Department of Public Works
CIP Division
130 Cremona Drive, Suite B
Goleta, CA 93117
Upon receipt by the undersigned of a check from the City of Goleta in the sum of payable to
Contractor Signature: Print Name:
Title: Date:
Form CC4 REV: 03/2023
This release covers the final payment to the undersigned for all labor, services, equipment or material furnished on the job, including the work of or all materials furnished for all subcontractors, suppliers, or other agents acting on behalf of the undersigned on this work. There are no disputed claims for additional work.
Goleta, CA 93117
274
CONTRACT CHANGE ORDER
Change Order No.
Department of Public Works Date Prepared:
130 Cremona Drive, Suite B
Goleta, CA 93117
Project No.:
Contractor: Project:
Address:
Estimated Cost: Decrease Increase
By reason of this order, the time of completion will be adjusted as follows:
Original Contract Amount:
Total Change by Previous Change Orders and/or Quantity Adjustment:
Contract Amount Prior to this Change Order: $ - Contract Amount to be Increased/Decreased by this Change Order:
Adjusted Contract Amount Including this Change Order: $ -
SIGNATURE (PRINT NAME & TITLE) DATE
You are directed to make the following changes from the plans and specifications or do the following described work not included in the plans and specifications for this contract.
Description of work to be done, estimate of quantities, and prices to be paid:
(Database Code; XXX) Total This Item:
X Working Days Added
REVIEWED BY:
275
CONTRACT CHANGE ORDER
Change Order No.
Department of Public Works Date Prepared:
130 Cremona Drive, Suite B
Goleta, CA 93117
Project No.:
Contractor: Project:
SIGNATURE (PRINT NAME & TITLE) DATE
SIGNATURE (PRINT NAME & TITLE) DATE
SIGNATURE (PRINT NAME & TITLE) DATE
SIGNATURE (PRINT NAME & TITLE) DATE
Form CC 5
CITY APPROVAL BY:
Nina Buelna, Interim Public Works Director
We, the undersigned contractor, have given careful consideration to the change proposed and agree, if this proposal is approved, that we will provide all equipment, furnish the materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment, therefore, the prices shown above. NOTE: If you, the contractor, do not sign acceptance of this order, your attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified.
CONTRACTOR ACCEPTANCE BY:
John Plummer, Senior Engineer
APPROVAL RECOMMENDED BY:
Andrew Fuller, Principal Engineer
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Appendix C
Sample Door Hanger Notification
277
Appendix C
Sample Door Hanger
Project Name
The City of Goleta is pleased to inform you that the PROJECT NAME is about to begin. Our contractor, CONTRACTOR NAME, will be working over the next LENGTH OF PROJECT to construct this project. During that Ɵme, CONTRACTOR will be DESCRIPTION OF WORK. We apologize for any inconvenience this may cause and ask for your paƟence and cooperaƟon so that we may complete this work as soon as possible.
Sign up for email/text noƟficaƟons from the City on this project here:
hƩps://public.govdelivery.com/accounts/CAGOLETA/subscriber/ new.
WORK HOURS/PARKING: The work will generally be performed between the hours of 7:30 a.m. and 4:30 p.m. However, there are work hour restricƟons in some instances. Local access will be maintained during most of the work. However, parking restricƟons will be necessary and will be posted a minimum of 72-hours in advance of the work. Cars will be towed if parked during the no parking dates posted on your street.
TIMELINE: Some or all of the following acƟviƟes will be performed on your street:
DESCRIPTION OF ACTIVITY DATE
DESCRIPTION OF ACTIVITY DATE
DESCRIPTION OF ACTIVITY DATE
CONTACTS: If you have any quesƟons or need informaƟon, please contact:
NAME OF CITY CONTACT PHONE NUMBER
NAME OF CONTRACT CONTACT PHONE NUMBER
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Appendix D
Post-Construction Waste Reduction & Recycling
Summary Report
279
Post-Construction Waste Reduction & Recycling Summary Report Diversion Requirement: Reduce quantity of materials disposed at landfills by 65% or more.
Column A: List estimated quantities of waste for each material type (in tons). To convert material quantities to tons, use th
e Materials Conversion Worksheet provided in your packet.
Columns B, C, D: List estimated quantities reused, recycled, or disposed.
Column E: State the name of all vendors or facilities to be used to reuse, recycle or dispose of material listed. See
example below for cases where more than one facility will be used for a particular material type.
Column Totals: Add up all quantities listed in Column A. Do the same for Columns B, C and D.
Waste Reduction & Recycling Summary REPORT (WRRS Report) Material Handling Methods - Indicate quantities (in tons only) for each material listed.
Material Type
A
Total Tons
Generated
(A=B+C+D)
B
Quantity
Salvaged or
Reused
C
Recycling
D
Estimated
Disposal
E
Anticipated Material
Destination(s)
(R): Recycled; (D): Disposal
Example:
Cardboard 2 tons 1.5 .5 (R) MarBorg
(D) Tajiguas Landfill
Asphalt & Concrete
Brick/Masonry/Tile
Building Materials (doors, windows,
fixtures, etc.)
Carpet
Carpet padding/Foam
Cardboard
Ceiling tile (acoustic)
Dirt
Drywall (used)
Drywall (new, unpainted sheets or scrap)
Landscape Debris (brush, trees, stumps,
etc.)
Scrap metal
Unpainted Wood and Pallets
Garbage/Trash
Other
Recycled mixed debris
Column Totals
7. To determine if the required 65% project waste reduction will be met, complete the following with the column totals: B + C / A = x 100 = %
8. Is the per
centage listed in #7 greater than or equal to 65%? YES NO - If “NO” please explain why:
9. Print Name: Signature: Date: __ _ _/__ __/_
__ _
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Appendix E
Notice Regarding Assembly Bill 626
281
NOTICE REGARDING ASSEMBLY BILL 626
Assembly Bill 626 (AB 626), signed into law September 29, 2016, established a new claim resolution process for public works project contracts entered into on or after January 1, 2017. AB 626 is codified in Section 9204 of the California Public Contract Code. Section 9204 remains in effect until January 1, 2020, and as of that date will be repealed unless another statute extends or deletes this sunset date.
Public Contract Code Section 9204 applies to any “claim,” as defined in Section 9204, which is presented by the Contractor to the City. Section 9204 defines a “claim” as a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City;
(2) payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled; or (3) payment of an amount that is disputed by the City.
If Contractor presents a claim to the City in accordance with the provisions of Public Contract Code Section 9204 (hereafter referred to as a “Claim”), the process specified in Section 9204 will be followed, and the provisions of Section 4- 8 (Disputed Claims) and Section 4- 9 (Review by Claim Review Committee and Issuance of Decision by Department Director) of the City’s Standard Specifications for Public Construction will not apply to the Claim. Contractor’s Claim shall comply with the provisi ons of Section 4- 7 (Notice of Claims for Additional Compensation or Damages) of the City’s Standard Specifications or Contractor shall give a separate written notice of potential claim that complies with the requirements specified in Section 4-7, except in any case where compliance with the requirements specified in Section 4-7 would conflict with Public Contract Code Section 9204.
Subsection (e) of Public Contract Code Section 9204 requires that the text of Section 9204 or a summary be set forth in the plans or specifications for any public works project that may give rise to a claim under Section 9204.
The full text of Public Contract Code Section 9204 is as follows:
9204.
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. 282
(2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with apublic entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a c harter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45- day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 daysafter the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 da ys after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the 283
disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim.
Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parti es in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that
(1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the 284
timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.
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Appendix F
Maintenance Bond Guarantee and Warranty Security
286
MAINTENANCE BOND
GUARANTEE AND WARRANTY SECURITY
(Project: )
WHEREAS, the City of Goleta (“CITY”) and
(“PRINCIPAL”) have entered into a
(AGREEMENT”) by which PRINCIPAL agrees to install and complete certain designated public improvements and to guarantee and warrant the work for a period of One (1) year following its completion and acceptance, which agreement, dated , 20 , and identified as
(Name of Project)
is hereby referred to and made a part hereof; and
WHEREAS, said PRINCIPAL is required under the terms of said AGREEMENT to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of said AGREEMENT; and
NOW, THEREFORE, we, the PRINCIPAL and
a , admitted and duly authorized to transact business
under the laws of the State of California, as Surety (“SURETY”), are held and firmly bound unto the CITY in the penal sum of
dollars
($ ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the PRINCIPAL, his or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, on his or its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents and employees, as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
Bond No.
Premium $
Warranty Bond-Page 1
287
The SURETY hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the AGREEMENT or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect SURETY’S obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. The SURETY hereby waives the provisions of Section 2819 of the Civil Code.
IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the day of ,
20 .
PRINCIPAL: SURETY:
BY: BY:
PRINT NAME: PRINT NAME:
PRINT TITLE: PRINT TITLE:
AND MAILING ADDRESS:
BY:
PRINT NAME:
PRINT TITLE:
(Notarization by Surety and
copy of Power of Attorney required.)
APPROVED AS TO FORM:
BY:
Scott Shapses
Deputy City Attorney
Warranty Bond-Page 2
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Appendix G
Best Management Practices (BMP) Devices
289
TC-1
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Temporary Construction Entrance
De
finition and Purpose
A temporary construction entrance is defined as a point of entrance to a construction site that is stabilized to reduce the tracking of mud and sediment onto public roads by construction vehicles.
Appropriate Applications
■ Where dirt or mud can be tracked onto public roads.
■ Adjacent to water bodies.
■ Where poor soils are encountered.
■ Where dust is a problem during dry weather conditions.
Limitations
■ Site conditions will dictate design and need.
■ Limit the points of entrance/exit to the construction site. ■ Limit speed of vehicles to control dust.
Standards and Specifications
General Requirements
■ Temporary construction entrance must comply with Standard Specification Section 13-7.03 – “Temporary Construction Roadways and Entrances.”
■ Corrugated steel panels must be pressed or shop welded. They should have a slot or hook for coupling the panels together.
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■ Class 8 RSP fabric shall be used to line a temporary construction entrance/exit. Do not drive on the fabric until the rock is spread. Repair damaged fabric by placing new fabric over the damaged area with at least an 18-inch overlap on all edges. ■ Type A rock should be used for a Type 1 temporary construction entrance. Type A rock must comply with Section 13-7.03B (2) of the Standard Specifications. ■ Type B rock should be used for a Type 2 temporary construction entrance. Type B rock must comply with Section 13-7.03B (2) of the Standard Specifications. ■ Submit details for alternative construction entrances at least 5 business days before installation.
This may include alternatives for the sump and corrugated steel panels or to eliminate the sump.
Installation
■ Prepare the location for the temporary construction entrance/exit by:
− Removing vegetation and clearing debris.
− Grading the ground to a uniform plane.
− Removing sharp objects that could damage the fabric.
− Compacting the top 1.5 feet of soil to at least 90 percent relative compaction. ■ Construct the temporary construction entrance by (standard plans attached below):
− Placing the fabric along the length of the construction entrance/exit. − Overlapping fabric ends by at least 12 inches.
− Covering the fabric with rock within 24 hours.
− Spreading rock over the fabric in the direction of traffic. − Keeping a 6-inch layer of rock over the fabric to prevent damage from the spreading equipment.
■ For a Type 2 temporary construction entrance, place rock under the corrugated steel panels.
Use at least six corrugated steel panels for each entrance. Couple the panels together to prevent movement.
■ If a sump is used, install it within 20 feet of the temporary construction entrance.
Other Considerations
■ Implement BMP SC-7, “Street Sweeping” as required under Section 13-4.03F and 13-7 of the Standard Specifications.
■ Require all employees, subcontractors, and suppliers to use the temporary construction entrance. If the construction entrance has metal plates as part of the BMP, all vehicles must be required to use them.
■ Route runoff from temporary construction entrances through a sediment-trapping device before discharge.
■ Design a temporary construction entrance to support the heaviest vehicles and equipment that will use it.
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■ The use of asphalt concrete grindings is not allowed (high potential for leaching hydrocarbons) unless it complies with the Caltrans SWMP. Designate combination or single purpose entrances and exits to the construction site to maintain smooth flow of traffic.
Maintenance and Inspection
■ Inspect before, during and after each rainfall event, and weekly year-round. ■ Inspect immediate site access roads daily; implement SC-7, “Street Sweeping” as needed. ■ Remove aggregate, separate it, and dispose of sediment if temporary construction entrance is clogged with sediment.
■ Keep all temporary construction entrance ditches clear.
SWPPP or WPCP
Tracking control BMPs are to be included and discussed in Section 600.1.4 for the SWPPP and Section 30.2.3 of the WPCP.
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Water Conservation Practices
Standard Symbol
De
finition and Purpose
Water conservation practices are construction methods that minimize the use of water on site or use water in a manner that avoids causing runoff, erosion, and/or the discharge of pollutants to the storm drain system or receiving waters. Proper use of this BMP reduces or prevents non- stormwater discharges.
Appropriate Applications
Water conservation practices are implemented on all construction sites wherever water is used.
Limitations
■ If not implemented correctly, discharges may trigger reporting and monitoring requirements and delay construction work.
Standards and Specifications
■ Keep water equipment in good working condition.
■ Ensure tracking controls are implemented in, near, and around water truck filling areas. ■ Repair water leaks promptly.
■ Authorization is required for activities that could potentially discharge water into a storm drain system or receiving waters.
■ Avoid using water to clean construction areas. Do not wash paved areas with water. Paved areas and roadways should be swept and vacuumed in accordance with SC-7, “Street Sweeping.”
■ Apply water for dust control in accordance with Standard Specifications Section 10-4 – Water Usage and BMP WE-1, “Wind Erosion Control.”
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■ Direct construction water runoff to areas where it can infiltrate into the ground or be collected and reused.
■ Manage run-on to minimize contact with job site.
■ Retain water spilled while filling water trucks within the designated water truck filling areas.
Prevent tracking from water trucks and other equipment. ■ Report discharges to the Resident Engineer immediately.
Maintenance and Inspection
■ Inspect water equipment areas at least weekly, prior to a forecasted rain event, daily during extended rain events, and post storm events.
■ Inspect non-stormwater BMPs daily when non-stormwater operations are ongoing. ■ Repair water equipment as needed.
SWPPP or WPCP
Water Conservation Practices must be discussed in Section 600.1.4 of the SWPPP or Section
30.3.1 of the WPCP.
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Paving, Sealing, Sawcutting, Grooving, and
Grinding Activities
Standard Symbol
Definition and Purpose
Procedures and practices for conducting paving, sealing, sawcutting, and grinding activities to minimize the transport of pollutants to the storm drain system or receiving water body.
Appropriate Applications
These procedures are implemented where operations such as paving, surfacing, resurfacing, grinding, coring, grooving, sealing, or saw cutting generate spoils, residue, or process water that may pollute storm water runoff or discharge to the storm drain system or receiving water body.
Limitations
■ Activities related to paving, sealing, sawcutting, grooving, and grinding operations should be limited when precipitation is forecasted to prevent the triggering for visible and non-visible pollutant monitoring.
■ Discharges of freshly paved surfaces can raise pH and trigger permit violations.
Standards and Specifications
General Requirements
■ Refer to Standard Specifications Section 13-4.03E(7) – “Paving, Sealing, Sawcutting, Grooving, and Grinding Activities.”
■ Do not allow the following materials to enter the storm drain system or receiving waters:
cementitious material, asphaltic material, aggregate or screenings, sawcutting, grooving, 296
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grinding residue, pavement chunks, shoulder backing, methacrylate resin, and sandblasting residue. This list is not exhaustive.
■ Drainage inlets shall be protected, and linear sediment barriers (such as silt fences, gravel bag berms, or fiber rolls) shall be used to protect receiving waters during operations related to paving, sealing, sawcutting, grooving, or grinding.
■ Drainage inlets and manholes shall be protected during application of seal coat, tack coat, slurry seal, and/or fog seal. Refer to SC-10, “Temporary Drainage Inlet Protection.” ■ Whenever precipitation is forecasted, limit paving, sawcutting, and grinding to places where runoff can be captured. Grinding or grooving of pavement shall not be conducted when precipitation is forecasted unless runoff can be captured. ■ Seal coat, tack coat, slurry seal, or fog seal shall not be applied when precipitation is forecasted during the application or curing period.
■ Slurry shall be removed with a vacuum immediately after it is produced and shall be prevented from running off the pavement or into lanes open to traffic. ■ The residue from grooving and grinding activities shall be collected with a vacuum attachment on the grinding machine and shall be prevented from flowing across the pavement. See also WM-8, “Concrete Waste Management,” and WM-10, “Liquid Waste Management.” ■ Material removed from existing roadways may be stockpiled, if allowed, away from drainage inlets and receiving waters in accordance with BMP WM-3, “Stockpile Management” and Standard Specifications Section 13-4.03C(3) –“Stockpile Management.”. No materials should be stockpiled or used in a manner that may result in an unauthorized discharge. ■ Drip pans or absorbent materials shall be placed under paving equipment when not in use.
Refer to WM-4, “Spill Prevention and Control.” Equipment shall be cleaned in accordance with NS-8, “Vehicle and Equipment Cleaning.”
■ Do not coat asphalt trucks and equipment with substances that contain soap, foaming agents, or toxic chemicals.
Asphalt Concrete and Concrete Pavement Handling
■ Prevent sand and gravel from entering streets, storm drains, and receiving waters. ■ Substances used to coat asphalt transport trucks, asphalt trucks, and asphalt spreading equipment shall not contain soap, foaming agents, or toxic chemicals. ■ Asphalt spoils must be recycled or disposed in accordance with WM-5, “Solid Waste Management,” and/or WM-6, “Hazardous Waste Management.” ■ AC and CC grindings, pieces, or chunks approved by the RE for reuse in embankments or shoulder backing shall not be at risk of entering storm drain systems or receiving waters. ■ Temporarily protect inlets and receiving waters until the structure is stabilized or permanent controls are in place.
■ The reuse of AC or PCC grindings, pieces, or chunks as road base must be placed at least 5 feet above the seasonal high groundwater elevation, with the approval of the Resident Engineer (RE). Shoulder backing containing recycled asphalt pavement shall not be placed within 100 297
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feet measured horizontally from a culvert, watercourse, or bridge and must comply with the SWMP.
■ During chip seal application and sweeping operations, petroleum or petroleum-covered aggregate must not be allowed to enter storm drains or receiving waters. Temporarily protect inlets and receiving waters until stabilized.
■ Clean asphalt-coated equipment off site whenever possible. When cleaning dry, hardened asphalt from equipment, manage hardened asphalt debris in accordance with WM-5, “Solid Waste Management,” and/or WM-6, “Hazardous Waste Management” and NS-8 “Vehicle and Equipment Cleaning,” whichever is applicable.
■ Allow aggregate rinse to settle. Then, either allow rinse water to dry in a temporary pit as described in WM-8, “Concrete Waste Management” or dispose in accordance with WM-5, “Solid Waste Management.”
Thermoplastic Striping and Pavement Markers
■ Contractor shall not pre-heat, transfer, or load thermoplastic within 50 feet of drainage inlets or receiving waters.
■ Do not unload, transfer, or load bituminous material for pavement markers within 50 feet of drainage inlets or receiving waters.
■ All thermoplastic striper and pre-heater equipment shutoff valves shall be inspected to ensure that they are working properly to prevent thermoplastic from leaking. ■ The pre-heater shall be filled carefully to prevent splashing or spilling of hot thermoplastic.
Leave 6 inches of space at the top of the pre-heater container when filling thermoplastic to allow room for material to move when the vehicle is deadheaded. ■ Melting tanks shall be loaded with care, with a minimum of 6 inches of freeboard in case of splashing when vehicle is deadheaded. When servicing or filling melting tanks, ensure all pressure is released before removing lids to avoid spills. ■ Immediately remove drips, overspray, improper markings, paint, and thermoplastic tracked by traffic with an authorized method.
■ Collect and dispose bituminous material from the roadway after removal of markers in accordance with WM-5, “Solid Waste Management.”
■ Clean truck beds daily of loose debris and melted thermoplastic. When possible, recycle thermoplastic material. Thermoplastic waste shall be disposed in accordance with BMP WM-5, “Solid Waste Management” and/or WM-6, “Hazardous Waste Management,” as applicable.
Maintenance and Inspection
■ Inspect and maintain machinery and BMPs regularly to minimize leaks and drips. ■ Ensure that employees and subcontractors are implementing appropriate measures during paving operations.
■ If project operations trigger the Industrial General Permit (IGP) (industrial operations located within project limits regardless of whether the facility is within or outside Caltrans’ right-of-way and outside Caltrans’ right-of-way but within project limits), ensure that any run-on or runoff from 298
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IGP activities does not have potential to create pollution onto Caltrans right-of-way. Refer to SWMP for additional guidance.
SWPPP or WPCP
Paving, Sealing, Sawcutting, Grooving and Grinding operations must be discussed in Section 600.2.1 of the SWPPP or Section 30.3.1 of the WPCP.
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Illegal Connection and Illicit Discharge
Detection and Reporting
Standard Symbol
De
finition and Purpose
Procedures and practices designed for construction contractors to recognize illegal connections, illicit discharges, or illegally dumped or discharged materials on a construction site, and for reporting incidents to the Resident Engineer (RE).
Appropriate Applications
■ Illegal connection and illicit discharge detection and reporting is applicable anytime an illegal connection or illicit discharge is discovered or illegally dumped material is found on the construction site.
■ This BMP applies to all construction projects.
Limitations
■ Illegal connections and illicit discharges or dumping, for the purposes of this BMP, refer to discharges and dumping caused by parties other than the Contractor. ■ Procedures and practices presented in this BMP are general. Contractor shall use extreme caution, immediately notify the RE when illegal connections or illicit dumping or discharges are discovered, and take no further action unless directed by the RE. ■ If pre existing hazardous materials or wastes are known to exist on site, the Contractor’s responsibility will be detailed in separate special provisions. The on-site area should be clearly marked and described in the SWPPP or WPCP.
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Standards and Specifications
Inspection
■ Inspect site before beginning the job for evidence of illegal connections or illicit dumping or discharges.
Illegal Connection and Illicit Discharge Detection and Reporting ■ Solids – Look for debris or trash piles. Solid waste dumping often occurs on roadways with light traffic loads or in areas not easily visible from the traveled way. ■ Liquids – Signs of illegal liquid dumping or discharge can include:
− Visible signs of staining or unusual colors to the pavement or surrounding adjacent soils. − Pungent odors coming from the drainage systems.
− Discoloration or oily substances in the water, or stains and residues detained within ditches, channels, or drain boxes.
− Abnormal water flow during the dry weather season.
■ Urban Areas – Evidence of illegal connections or illicit discharges is typically detected at storm drain outfall locations or manholes. Signs of an illegal connection or illicit discharge can include:
− Abnormal water flow during the dry weather season.
− Unusual flows in subdrain systems used for dewatering. − Pungent odors coming from the drainage systems.
− Discoloration or oily substances in the water, or stains and residues detained within ditches, channels, or drain boxes.
− Excessive sediment deposits, particularly adjacent to or near active off-site construction projects.
■ Rural Areas – Illegal connections or illicit discharges involving irrigation drainage ditches are detected by visual inspections. Signs of an illicit discharge can include:
− Abnormal water flow during the dry weather season.
− Non-standard drainage junction structures.
− Broken concrete or other disturbances at or near junction structures.
Reporting
■ Notify the RE of any illegal connections or illicit dumping or discharge incidents at the time of discovery. Do not take further action unless ordered.
■ The RE will notify the District Construction Stormwater Coordinator, who should coordinate with the NPDES Coordinator for reporting. Form MTCE-07 is used to document the initial investigation.
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Inspection, Cleanup and Removal
■ The Contractor is not responsible for investigation and cleanup of illegal connections or illicit discharges or dumping not generated by the Contractor. Caltrans may direct the Contractor to clean up non hazardous dumped or discharged material on the construction site. Assume that unlabeled or unidentifiable material is hazardous.
■ Inspect the entire project site at least weekly to check for illegal connections or illicit discharges.
SWPPP or WPCP
Illegal Connection and Illicit Discharge Detection and Reporting must be discussed in Section 600.2.1 of the SWPPP or Section 30.3.1 of the WPCP.
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Potable Water/Irrigation
Standard Symbol
De
finition and Purpose
Potable water/irrigation management consists of practices and procedures to manage the discharge of potential pollutants generated during discharges from irrigation water lines, landscape irrigation, lawn or garden watering, planned and unplanned discharges from potable water sources, water line flushing, and hydrant flushing.
Appropriate Applications
Implement this BMP whenever the above activities or discharges occur at or enter a construction site.
Limitations
None identified.
Standards and Specifications
■ Inspect irrigated areas within the construction limits for excess watering. Adjust watering times and schedules to ensure that the appropriate amount of water is being used and to minimize runoff. Consider factors such as soil structure, grade, relative compaction, time of year, and type of plant material in determining the proper amounts of water for a specific area. ■ Take precautions to prevent irrigation water from eroding soil, wetting vehicles and pavement, or otherwise causing sediment, hydrocarbons, and other non-visible pollutants that accumulate on those surfaces to discharge into a storm drain system or receiving waterbody. ■ When possible, discharges from water line flushing, temporary active treatment systems (see Appendix C “Temporary Active Treatment System) should be reused for landscaping purposes. ■ Resident Engineer (RE) approval is required before beginning any washing activities that could discharge to the storm drain or receiving waterbody.
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■ Where possible, direct water from off-site sources around or through a construction site in a way that minimizes contact with the construction site.
■ Perform pressure tests on the irrigation system supply lines to test for leaks, which could result in erosion or runoff if breached.
■ Shut off the water source to broken lines, sprinklers, or valves as soon as possible to prevent excess water flow.
■ Protect downstream storm water drainage systems and receiving waters from water pumped or bailed from trenches excavated to repair water lines.
Maintenance and Inspection
■ Repair broken water lines as soon as possible or as directed by the RE. ■ Inspect irrigated areas regularly for signs of erosion and/or discharge.
SWPPP or WPCP
■ Potable water/irrigation must be discussed in Section 600.2.1 of the SWPPP or Section 30.3 of the WPCP.
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Vehicle and Equipment Cleaning
Standard Symbol
Definition and Purpose
Vehicle and equipment cleaning procedures and practices are used to minimize or eliminate the discharge of pollutants from vehicle and equipment cleaning operations to storm drain systems or to watercourses.
Appropriate Applications
These procedures are applied on all construction sites where vehicle and equipment cleaning is performed.
Limitations
■ This BMP may be limited or disallowed under regulatory agency permits, particularly near environmentally sensitive areas.
■ Generates non-stormwater that requires management and, in some cases, the disposal of hazardous waste.
Standards and Specifications
General Requirements
■ Limit vehicle and equipment cleaning or washing at the job site except for the safety and protection of the equipment and as needed to comply with regulatory agency permits and approvals.
■ Cleaning of vehicles and equipment with soap, solvents, or steam shall not occur on the job site unless the RE has been notified in advance and the resulting wastes are fully contained in accordance with Standard Specifications Section 14-11 or 13-4.03D(5), whichever is applicable.
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■ Vehicle and equipment wash water shall be contained for percolation or evaporative drying away from storm drain inlets or receiving waters and should not be discharged within the highway right-of-way. Apply other appropriate BMPs as applicable. ■ All vehicles/equipment that regularly enter and leave the construction site must be cleaned off site.
■ Resulting wastes and by-products shall not be discharged or buried within the highway right-of- way, but must be captured and recycled or disposed according to the requirements of WM 10, “Liquid Waste Management” or WM-6, “Hazardous Waste Management,” depending on the waste characteristics.
Implementation
■ When vehicle/equipment washing/cleaning must occur on site and the operation cannot be located within a structure or building equipped with appropriate disposal facilities, the outside cleaning area shall have the following characteristics, and shall be arranged with the QSD or WPC Manager:
− Located away from storm drain inlets, drainage facilities, or watercourses. − Paved with concrete or asphalt, and bermed to contain wash waters and to prevent run-on and run off.
− Configured with a sump to allow collection and disposal of wash water. − Wash waters shall not be discharged to storm drains or watercourses. − Used only when necessary.
■ When cleaning vehicles/equipment with water:
− Use as little water as possible. High-pressure sprayers may use less water than a hose and shall be considered.
− Use positive shutoff valve to minimize water usage.
− Facility wash racks shall discharge to a sanitary sewer, recycle system, or other approved discharge system; they shall not discharge to the storm drainage system or watercourses.
Maintenance and Inspection
■ The control measure shall be inspected at least weekly, prior to a forecasted rain event, daily during extended rain events, and post-qualifying precipitation events. ■ Inspect wash area and sump regularly. Remove liquids and sediment as needed or as directed by the Resident Engineer.
SWPPP or WPCP
■ Vehicle equipment cleaning must be discussed in Section 600.2.1 of the SWPPP or Section
30.3.1 of the WPCP.
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Vehicle and Equipment Fueling
Standard Symbol
De
finition and Purpose
Vehicle and equipment fueling procedures and practices are designed to minimize or eliminate the discharge of fuel spills and leaks into storm drain systems or to receiving waters.
Appropriate Applications
These procedures are applied on all construction sites where vehicle and equipment fueling takes place.
Limitations
■ This BMP may be limited or disallowed under regulatory agency permits, particularly near environmentally sensitive areas.
■ On-site vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment off-site for fueling.
Standards and Specifications
■ When fueling must occur on site, the contractor shall select and designate an area or areas to be used, subject to approval of the Resident Engineer.
■ Dedicated fueling areas shall be protected from stormwater run-on and runoff, and shall be located at least 50 feet from downstream drainage facilities and watercourses. Fueling must be performed on level-grade areas.
■ Protect fueling areas with berms or dikes to prevent run-on, runoff, and to contain spills. ■ For long-term projects, consider constructing roofs or using portable tents over maintenance and fueling areas.
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■ Absorbent spill clean-up materials and spill kits shall be available in fueling areas and on fueling trucks. These materials should be used on small spills instead of hosing down or burying techniques. Affected absorbent material and spill kits should be removed promptly and disposed properly after use.
■ Drip pans or absorbent pads shall be readily available during vehicle and equipment fueling. ■ Vehicle and equipment fueling areas shall not be left unattended during fueling activities. ■ Nozzles used in vehicle and equipment fueling shall be equipped with an automatic shutoff to control drips.
■ Use vapor recovery nozzles to help control drips, as well as air pollution where required by the air quality management districts.
■ Ensure the nozzle is secured upright when not in use. ■ Fuel tanks shall not be “topped off.”
■ Federal, state, and local requirements shall be observed for any stationary above-ground storage tanks. Refer to WM-1, “Material Delivery and Storage” for specifics as to what needs to be included for BMP protection.
■ Portable fuel canisters should be kept in a flammable cabinet when not in use.
Maintenance and Inspection
■ Vehicles and equipment shall be inspected on each day of use for leaks. Leaks shall be repaired immediately, or problem vehicles or equipment shall be removed from the project site. ■ Fueling areas and storage tanks shall be inspected at least weekly, prior to a forecasted rain event, daily during extended rain events, and post-storm events. ■ Immediately clean up spills and properly dispose contaminated soil and cleanup materials.
SWPPP or WPCP
■ Vehicle and equipment fueling must be discussed in Section 600.2.1 of the SWPPP or Section
30.3.1 of the WPCP.
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Vehicle and Equipment Maintenance
Standard Symbol
De
finition and Purpose
Procedures and practices to minimize or eliminate the discharge of pollutants to the storm drain systems or to receiving waters from vehicle and equipment maintenance activities.
Appropriate Applications
■ These procedures apply on all construction projects where an on-site uncovered yard area is necessary for storage and maintenance of heavy equipment and vehicles.
Limitations
■ This BMP may be limited or disallowed under regulatory agency permits, particularly near environmentally sensitive areas.
■ On-site vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment off site for fueling.
Standards and Specifications
■ When maintenance must occur on site, the contractor shall select and designate an area to be used, subject to approval of the Resident Engineer and implement appropriate controls for the activities to be performed.
■ Dedicated maintenance areas shall be on level ground and protected from storm water run-on and runoff, and shall be located at least 50 feet from downstream drainage facilities and receiving waters.
■ Protect maintenance areas with berms or dikes to prevent run-on, runoff, and to contain spills. ■ For long-term projects, consider constructing roofs or using portable tents over maintenance areas.
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■ Absorbent spill cleanup materials and spill kits shall be available in maintenance areas. They should be used on small spills instead of hosing down or burying techniques. Affected absorbent material and spill kits should be removed promptly and disposed properly after use. ■ Drip pans or absorbent pads shall be placed under vehicles and equipment when performing maintenance work that involves fluids. Vehicles and equipment maintenance areas shall not be left unattended during maintenance activities.
■ Drip pans or plastic sheeting shall be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1-hour.
■ Properly dispose or recycle used batteries and tires, as well as any other vehicle or equipment parts.
■ Substances used to coat asphalt transport trucks and asphalt-spreading equipment shall be non-toxic.
■ Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. ■ Do not dump fuels and lubricants onto the ground.
■ Do not place used oil in a dumpster or pour into a storm drain or watercourse. ■ Do not bury used tires.
■ Repair fluid and oil leaks immediately.
■ Provide spill containment dikes or secondary containment around stored oil and chemical drums. Refer to WM-1, “Material Delivery and Storage” for details.
Maintenance and Inspection
■ Vehicles and equipment shall be inspected on each day of use for leaks. Leaks shall be repaired immediately or removed from the project site.
■ Maintenance areas and storage tanks shall be inspected regularly. ■ Maintain waste fluid containers in leak-proof condition. ■ Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed.
■ Inspection and maintenance of vehicle and equipment maintenance areas must be properly documented, and the WPC manager must ensure no potential for discharges occur from these areas as part of the non-visible monitoring requirements.
SWPPP or WPCP
■ Vehicle and equipment maintenance must be discussed in Section 600.2.1 of the SWPPP or Section 30.3 of the WPCP.
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Material Management
MU
Standard Symbol
Definition and Purpose
These are procedures and practices for use of construction materials in a manner that minimizes or eliminates the discharge of these materials to the storm drain system or to receiving waters.
Appropriate Applications
This BMP applies to all construction projects. These procedures apply when the following materials are used or prepared on site:
■ Hazardous chemicals such as:
− acids
− lime
− glues
− adhesives
− paints
− solvents
− curing compounds
■ Soil stabilizers and binders
■ Fertilizers
■ Detergents
■ Plaster
■ Petroleum products such as fuel, oil, and grease
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■ Asphalt and concrete components
■ Pesticides and herbicides
■ Other materials that may be detrimental if released to the environment Limitations
■ Safer alternative building and construction products may not be available or suitable in every instance.
Standards and Specifications
■ Safety Data Sheets shall be supplied to the Resident Engineer for all materials. ■ Latex paint and paint cans, used brushes, rags, absorbent materials, and drop cloths, when thoroughly dry, and are no longer hazardous and may be disposed with other construction debris.
■ Do not remove the original product label as it contains important safety and disposal information. Use the entire product before disposing the container. ■ Mix paint indoors or in a containment area. Never clean paint brushes or rinse paint containers into a street, gutter, or storm drain, or near a water body. Dispose any paint thinners, residue, and sludge(s) that cannot be recycled as hazardous waste. ■ For water based paint, clean brushes to the extent practical and rinse to a drain leading to a sanitary sewer where permitted, or into a concrete washout pit. For oil-based paints, clean brushes to the extent practical and filter and reuse thinners and solvents. ■ Use recycled and less-hazardous products when practical. Recycle residual paints, solvents, non-treated lumber, and other materials.
■ Use materials only where and when needed to complete the construction activity. Use safer alternative materials as much as possible.
■ Do not over-apply fertilizers and pesticides. Prepare only the amount needed. Strictly follow the recommended usage instructions.
■ Application of herbicides and pesticides shall be performed by a licensed applicator. Document the location, chemicals applied, and applicant’s name and qualifications. ■ Contractors are required to complete the “Report of Chemical Spray Forms” when spraying herbicides and pesticides.
■ Keep an ample supply of spill clean-up material near use areas. Train employees in spill clean up procedures.
■ Avoid exposing applied materials to rainfall and runoff unless sufficient time has been allowed for them to dry.
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Maintenance and Inspections
■ Inspect storage areas before, during, and after rainfall events, and at least weekly during other times. Collect and place into drums any spills or accumulated rainwater and dispose properly. ■ Spot-check employees and subcontractors throughout the job; include appropriate practices as part of the informal tailgate training.
SWPPP or WPCP
Material Management must be discussed in Section 600.2.2 of the SWPPP or Section 30.3.2 of the WPCP. Material storage areas should be included in the WPCDs. 313
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Sanitary and Septic Waste Management
Standard Symbol
De
finition and Purpose
Procedures and practices to minimize or eliminate the discharge of construction site sanitary and septic waste materials to the storm drain system or to receiving waters.
Appropriate Application
Sanitary/septic waste management practices are implemented on all construction sites that use temporary or portable sanitary and septic waste systems.
Limitations
None identified.
Standards and Specifications
Education
■ Educate employees, subcontractors, and suppliers on sanitary and septic waste storage and disposal procedures.
■ Educate employees, subcontractors, and suppliers of potential dangers to humans and the environment from sanitary/septic wastes.
■ Instruct employees, subcontractors, and suppliers in identification of sanitary/septic waste. ■ Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings and tailgates).
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Storage and Disposal Procedures
■ Temporary sanitary facilities shall be located away from drainage facilities, receiving waters, and traffic circulation.
■ When subjected to high winds or risk for overtopping, temporary systems must be properly secured.
■ Wastewater shall not be discharged or buried within the highway right of way. ■ Sanitary facilities require secondary containment to prevent discharges of pollutants to the stormwater drainage system or receiving water.
■ Sanitary and septic systems that discharge directly into sanitary sewer systems, where permissible, shall comply with the local health agency, city, county, and sewer district requirements.
■ If using an on-site disposal system, such as a septic system, comply with local health agency requirements.
■ Properly connect temporary sanitary facilities that discharge to the sanitary sewer system to avoid illicit discharges.
■ Ensure that sanitary and septic facilities are maintained in good working order by a licensed service.
■ Use only reputable, licensed sanitary/septic waste haulers.
Maintenance and Inspection
■ Inspect on-site sanitary and septic waste storage and disposal procedures at least weekly, prior to a forecasted rain event, daily during extended rain events, and post storm events. ■ Locations for portable sanitary systems must be shown on the WPCDs and reflect current site conditions.
SWPPP or WPCP
Sanitary and Septic Waste Management must be discussed in Section 600.2.2 of the SWPPP or Section 30.3.2 of the WPCP.
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CITY OF GOLETA
Appendix H
Water Pollution Control Plan (WPCP)
316
WATER POLLUTION CONTROL PLAN (WPCP)
for
City of *ROHWD Project Number:
Prepared for:
City of *ROHWD
&UHPRQD'ULYH6XLWH%
*ROHWD, CA
Submitted by:
Project Site Address:
Contractor’s Water Pollution Control Manager:
WPCP Prepared by:
WPCP Preparation Date
Project Name
City Project Number
City's Project Engineer Name
Project Engineer's Telephone Number
Address 1
Address 2
Contact Name
Contact Telephone Number
Job Site Address or Location Description
Job Site Telephone Number
Site Manager Name
Contact Telephone Number
WPCP Company Name
WPCP Address 1
WPCP Address 2
WPCP Contact Name
WPCP Contact Telephone Number
Date
317
City of *ROHWDWater Pollution Control Plan (WPCP)
Contents
Section 10 WPCP Certification and Approval ...........................................
10.1 Contractor’s Certification................................................................................
Section 20 Project Information ..................................................................
Section 30 Pollution Sources and Control Measures...............................
30.1 Soil Stabilization (Erosion Control) and Sediment Control ..............................
30.1.1 Soil Stabilization BMPs .....................................................................
30.1.2 Sediment Control BMPs ....................................................................
30.1.3 Tracking Control BMPs .....................................................................
30.1.4 Wind Erosion Control BMPs .............................................................
30.2 Construction Site Management ......................................................................
30.2.1 Non-Stormwater Management BMPs ...............................................
30.2.2 Waste Management and Materials Pollution Control BMPs ..............
30.3 Water Pollution Control Drawings (WPCDs) ...................................................
30.4 Construction BMP Maintenance, Inspection, and Repair ...............................
30.5 Training...........................................................................................................
WPCP Attachments
Attachment A ...................................................... Water Pollution Control Drawings
318
City of *ROHWDWater Pollution Control Plan (WPCP)
20-1
Section 10
WPCP Certification and Approval
10.1 Contractor’s Certification
CONTRACTOR’S CERTIFICATION OF WPCP
"I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
Signature Date
Name and Title Telephone Number
319
City of *ROHWD Water Pollution Control Plan (WPCP)
20-2
Section 20
Project Information
1. Introduction and Project Description:
Provide a brief description of the project.
Describe the type(s) of work that will be performed.
Provide a breif description of the project location, including descriptive items such as freeway and street names.
Describe proximity to receiving waters to which the project will discharge, including surface waters, drainage channels, and drainage systems.
Identify drainage system owners (municipality and/or agency)
2. Unique Site Features:
Provide a brief description of any unique site features (water bodies, wetlands, environmentally sensitive area, endangered or protected species, etc.) Describe significant or high-risk activities that may impact stormwater quality.
Include any unique features or activities within or adjacent to water bodies (such as dredging, re-use of aerially deposited lead material, and/or large excavations.)
3. Potential Pollutant Sources:
Review the contract documents and associated environmental documents to determine the known site contaminants and list them in this section.
320
City of *ROHWDWater Pollution Control Plan (WPCP)
30-1
Section 30
Pollution Sources and Control Measures
30.1 Soil Stabilization (Erosion Control) and Sediment Control
30.1.1 Soil Stabilization (Erosion Control) BMPs
The following soil stabilization BMP implementation table indicates the BMPs that shall be implemented to control erosion on the construction site. Implementation and locations of temporary soil stabilization BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.
TEMPORARY SOIL STABILIZATION (EROSION CONTROL) BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
EC-1 Scheduling
EC-2 Preservation of
Existing Vegetation
EC-3 Hydraulic Mulch
EC-4 Hydroseeding
EC-5 Soil Binders
EC-6 Straw Mulch
EC-7 Geotextiles & Mats
EC-8 Wood Mulching
EC-9 Earth Dikes and
Drainage Swales
EC-10 Velocity
Dissipation Devices
EC-11 Slope Drains
EC-12 Streambank
Stabilization
EC-13 Polyacrylamide
321
City of *ROHWD Water Pollution Control Plan (WPCP)
30-2
ALTERNATIVE SOIL STABILIZATION BMPs USED
Yes No
BMP Name BMP Description If used, state reason
322
City of *ROHWDWater Pollution Control Plan (WPCP)
30-3
30.1.2 Sediment Control BMPs
The following sediment control BMP implementation table indicates the BMPs that shall be implemented to control sediment on the construction site.
Implementation and locations of temporary sediment control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.
TEMPORARY SEDIMENT CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
SE-1 Silt Fence
SE-2 Sediment Basin
SE-3 Sediment Trap
SE-4 Check Dam
SE-5 Fiber Rolls
SE-6 Gravel Bag Berm
SE-7 Street Sweeping
and Vacuuming
SE-8 Sandbag Barrier
SE-9 Straw Bale Barrier
SE-10 Storm Drain Inlet
Protection
SE-11 Chemical
Treatment
323
City of *ROHWDWater Pollution Control Plan (WPCP)
30-4
ALTERNATIVE SEDIMENT CONTROL BMPs USED
Yes No
BMP Name BMP Description If used, state reason
324
City of *ROHWDWater Pollution Control Plan (WPCP)
30-5
30.1.3 Tracking Control BMPs
The following tracking control BMP implementation table indicates the BMPs that shall be implemented to reduce sediment tracking from the construction site onto private or public roads. Implementation and locations of tracking control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.
TEMPORARY TRACKING CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
SE-7 Street Sweeping
and Vacuuming
TC-1 Temporary
Construction Entrance
TC-2 Stabilized
Construction Roadway
TC-3 Temporary
Entrance / Outlet Tire
Wash
ALTERNATIVE TRACKING CONTROL BMPs USED
Yes No
BMP Name BMP Description If used, state reason
325
City of *ROHWDWater Pollution Control Plan (WPCP)
30-6
30.1.4 Wind Erosion Control BMPs
The following wind erosion control BMP implementation table indicates the BMPs that shall be implemented to control wind erosion on the construction site.
Implementation and locations of wind erosion control BMPs are shown on the WPCDs in Attachment A and/or described in this section. The BMP working details can be found in Attachment A. The following list of BMPs and narrative explain how the selected BMPs shall be incorporated into the project.
TEMPORARY WIND EROSION CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
WE-1 Wind Erosion
Control
TC-1 Temporary
Construction Entrance
TC-2 Stabilized
Construction Roadway
All Soil Stabilization
Measures Included in
Section 30.1.1
ALTERNATIVE WIND EROSION BMPs USED
Yes No
BMP Name BMP Description If used, state reason
326
City of *ROHWD Water Pollution Control Plan (WPCP)
30-7
30.2 Construction Site Management
30.2.1 Non-Stormwater Management BMPs
The following BMP implementation table indicates the BMPs that have been selected to control non-stormwater pollution on the construction site.
Implementation and locations of non-stormwater control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details that will be adhered to are found in Attachment A of this WPCP.
TEMPORARY NON-STORMWATER POLLUTION CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
NS-1 Water Conservation
Practices
NS-2 Dewatering
Operations
NS-3 Paving and
Grinding Operations
NS-4 Temporary Stream
Crossing
NS-5 Clear Water
Diversion
NS-6 Illicit
Connection/Discharge
NS-7 Potable
Water/Irrigation
NS-8 Vehicle and
Equipment Cleaning
NS-9 Vehicle and
Equipment Fueling
NS-10 Vehicle and
Equipment Maintenance
NS-11 Pile Driving
Operations
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material and
Equipment Use
NS-15 Demolition
Adjacent to Water
327
City of *ROHWD Water Pollution Control Plan (WPCP)
30-8
NS-16 Temporary Batch
Plants
ALTERNATIVE NON-STORMWATER POLLUTION CONTROL BMPs
USED
Yes No
BMP Name BMP Description If used, state reason
328
City of *ROHWDWater Pollution Control Plan (WPCP)
30-9
30.2.2 Waste Management and Materials Pollution Control BMPs The following BMP implementation table indicates the BMPs that have been selected to control construction site wastes and materials. Implementation and locations of materials handling and waste management BMPs are shown on the WPCDs in Attachment A. The BMP working details that will be adhered to are found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.
TEMPORARY WASTE MANAGEMENT AND MATERIALS POLLUTION
CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
WM-1 Material Delivery
and Storage
WM-2 Material Use
WM-3 Stockpile
Management
WM-4 Spill Prevention
and Control
WM-5 Solid Waste
Management
WM-6 Hazardous Waste
Management
WM-7 Contaminated Soil
Management
WM-8 Concrete Waste
Management
WM-9 Sanitary/ Septic
Waste Management
WM-10 Liquid Waste
Management
329
City of *ROHWD Water Pollution Control Plan (WPCP)
30-10
ALTERNATIVE WASTE MANAGEMENT AND MATERIALS
POLLUTION CONTROL BMPs USED
Yes No
BMP Name BMP Description If used, state reason
330
City of *ROHWD Water Pollution Control Plan (WPCP)
30-11
30.3 Water Pollution Control Drawings (WPCDs)
The WPCDs are included as Attachment A to this Water Pollution Control Program.
30.4 Construction BMP Maintenance, Inspection, and Repair Site inspections shall be conducted by the Contractor’s WPCM at the following minimum frequencies:
x Prior to a forecast storm.
x After a rain event that causes runoff from the construction site. x At 24-hour intervals during extended rain events.
x Weekly during the rainy season.
x Every 2 weeks during the non-rainy season; and
x At any other time(s) or intervals of time specified in the Contract Special Provisions.
A tracking or follow-up procedure shall follow any inspection that identifies deficiencies in BMPs.
30.5 Water Pollution Control Manager
The Water Pollution Control Manager (WPCM) assigned to this project is:
Insert WPCM's Name
Insert WPCM's Telephone Number
Insert Contractor's Company Name
The WPCM shall have primary responsibility and significant authority for the implementation, maintenance, inspection and amendments to the approved WPCP. The WPCM will be available at all times throughout duration of the project. Duties of the Contractor’s WPCM include but are not limited to:
x Ensuring full compliance with the WPCP; and
x Implementing all elements of the WPCP.
The WPCM shall have the authority to mobilize crews in order to make immediate repairs to the water pollution control measures.
331
Ellwood Mesa Monarch Butterfly Habitat Management Plan (MBHMP) Phase I Implementation – Irrigation Mainline
CITY OF GOLETA
Appendix I
Contractor’s Daily Report Template
332
333