A1.13_Attachment_A-G.pdf

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Orchard Removal and Weed Control, Hamilton City, CA
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W91238-17-Q-0019
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ATTACHMENT A

PERFORMANCE OF WORK REQUIREMENTS SUMMARY

1. The purpose of this exhibit is to:

a. List the contract requirements considered most critical to acceptable contract performance.

b. Show, where applicable, the maximum allowable degree of deviation from perfect performance for each requirement that shall be allowed by the Government before contract performance is considered unsatisfactory.

c. Define the remedy the Contractor shall use in completing the task, as well as, defining the time given to complete the task.

2. The Government’s quality assurance procedures are based on actual performance of the contract and all areas will be reviewed periodically, (e.g. weekly, monthly, quarterly, semi-annually, etc.).

3. The criteria for acceptable and unacceptable performance are as follows:

a. Contract requirements. The criteria for requirements are the level of performance deemed acceptable to the Government.

b. If the quality of work does not comply with the contract requirements, the COR will initiate, and the Contractor shall complete, a Contract Discrepancy Report

(CDR).

c. The CDR will require the Contractor to explain in writing why performance was unacceptable, how performance will be returned to an acceptable level, and how recurrence of the problem will be prevented in the future. The Contractor will not be paid for services not rendered in accordance with the standards set forth in this contract.

(1) OBJECTIVE: Prepare and Submit Pre-Work Plans

Performance Standard Minimum Acceptable Level

(MAL)

Method and Frequency of Inspection

Submit all plans, including: Schedule, QCP, environmental, safety, performance work plans, and irrigation design

100% required at both the MAL Verification and approval by the COR upon completion of plans and before ground work begins

(2) OBJECTIVE: Coordinating with Ongoing Levee Construction and Farm Operations

(MAL)

Method and Frequency of Inspection

Avoid conflicts with ongoing farm operations in neighboring farms. No complaints from farmers or farm managers

One or less complaint per month. Less than three complaints from any single farmer per year, No monetary impact to farmers.

Tracking of farmer complaints.

(5) OBJECTIVE: Achieve NPDES Compliance

(MAL)

Method and Frequency of Inspection

Meet CGP requirements and install BMPs 70% of site stable with vegetation with no erosion is required to meet MAL

Weekly field inspection by the COR during installation, and monthly during the EP. Inspection following rain events to recommend corrective actions

Submit Storm Water Permit Related Submittals

100% of the required submittals are made in accordance with approved project schedule and in accordance with General Permit requirements

Verification by COR. And Storm Water compliance specialist.

Performing Inspection, Sampling and Reporting for SWPPP compliance

All inspection sampling and reporting for SWPPP compliance has been carried out in accordance contract requirements

Verification by COR. And Storm Water compliance specialist.

Installing and Maintaining SWPPP BMPs 100% of BMP’s proposed in contractors approved SWPPP are in place and functioning

Weekly field inspection by the COR during installation, and monthly during the EP. Inspection following rain events

(9) OBJECTIVE: Open and Prepare Planting Site

(MAL)

Method and Frequency of Inspection

Orchard Trees removed, fields leveled per PWS and plans. .

100% of the orchards removed and fields leveled at the MAL All documentation provided

Periodic field inspection during activity by the COR. Receipt of documentation.

Orchard Trees in soil disturbance avoidance areas cut down per PWS

100% of the trees in the soil disturbance avoidance areas cut down with no soil disturbance at the MAL

Periodic field inspection during activity by the COR

(13) OBJECTIVE: Control and Reduce Weed Competition

(MAL)

Method and Frequency of Inspection

Throughout establishment period, control weeds in designated areas per the requirements of the PWS.

90% of areas with no weeds exceeding 12” in height at the

MAL

Periodic field inspection by the COR

(16) OBJECTIVE: Maintain a Clean Orderly Site

(MAL)

Method and Frequency of Inspection

Remove trash from site through duration of the contract

95% trash removal required at the MAL

Periodic field inspection by the COR

Maintain and remove erosion and sediment control BMPs

100% required at both the MAL Periodic field inspection by the COR

(17) OBJECTIVE: Turn Over a Clean Site at End of Contract.

(MAL)

Method and Frequency of Inspection

Remove and restore staging area. 100% required at the end of the contract at both the MAL

Field inspection at end of contract by

COR

ATTACHMENT B

Quality Assurance Surveillance Plan

The QASP will consist of periodic inspections conducted by the COR or his/her designee. A surveillance report will be prepared by the KO and forwarded to the Contractor. The Contractor shall respond to any complaints and/or ratings of poor performance within five (5) calendar days, after receipt of the report.

MANAGEMENT SUPPORT RATING CRITERIA

CLIN Title Indicators of Success Base Year Pre Work Submittals

0001 Schedule Schedule submittals have been prepared and submitted and accepted by the Government.

Contractor Quality Control Plan

CQCP submittals have been prepared and submitted and accepted by the Government.

Environmental Protection Plan

Environmental Protection Plan submittals have been prepared and submitted and accepted by the Government.

Accident Prevention Plan

Accident Prevention Plan submittals have been prepared and submitted and accepted by the Government.

Performance Work Plan

Performance Work Plan submittals have been prepared and submitted and accepted by the Government.

SWPPP and associated documentation

SWPPP and Associated Documentation submittals have been prepared and submitted and accepted by the Government.

0007 Facility Set up Staging areas, portable restrooms, storage containers, fueling areas, chemical mixing areas, are set up.

0008 BMP installation Effective BMP's are installed in accordance with CASQA BMP Fact Sheets.

0009 Orchard Removal

All orchards trees have been removed and disposed of, irrigation debris and surface roots removed, preliminary leveling of area accomplished according to schedule.

Orchard Removal, soil disturbance avoidance area

Existing orchard trees have been cut down in Soil Disturbance Avoidance areas, Soils in these areas are not disturbed.

1st Weed Control Treatment

Weeds have been effectively controlled in all designated areas, no weeds greater than 12" in height.

2nd Weed Control Treatment

Weeds have been effectively controlled in all designated areas, no weeds greater than 12" in height.

Road maintenance during first establishment year

Weeds have been controlled and roads maintained to performance standards during the first year establishment period. No weeds greater than 6" in height. Fewer than 5 weeds per 10 s.f. in any given area.

NPDES monitoring and reporting and BMP maintenance

BMP's maintained in functional condition, replaced as needed. All monitoring and reporting correctly completed in timely fashion. Compliance with NPDES permit maintained.

0015 Records and Reports

As-builts have been updated and document changes that occurred during the preceding year. Monthly maintenance records have been kept and submitted with each invoice. The monthly maintenance records document activities performed during each record period. The yearly reports recorded

CLIN Title Indicators of Success site conditions and plant survival for each planting area and plant species and the monthly maintenance records, and the species and quantity of all replacement plants. A plant survey has been performed at the end of the establishment year.

Option Year 1, Establishment season 1

1st Weed Control Treatment

Weeds have been effectively controlled in all designated areas, no weeds greater than 6" in height.

2nd Weed Control Treatment

Weeds have been effectively controlled in all designated areas, no weeds greater than 6" in height.

Road maintenance during first establishment year

Weeds have been controlled and roads maintained to performance standards during the first year establishment period. No weeds greater than 4" in height. Fewer than 5 weeds per 10 s.f. in any given area.

1004 Records and Reports Maintenance records have been kept and submitted with each invoice.

Option Year 2, Establishment season 2

1st Weed Control Treatment

Weeds have been effectively controlled in all designated areas, no weeds greater than 6" in height.

2nd Weed Control Treatment

Weeds have been effectively controlled in all designated areas, no weeds greater than 6" in height.

Road maintenance during first establishment year

Weeds have been controlled and roads maintained to performance standards during the first year establishment period. No weeds greater than 4" in height. Fewer than 5 weeds per 10 s.f. in any given area.

2004 Records and Reports Maintenance records have been kept and submitted with each invoice.

ATTACHMENT C

PRICING SCHEDULE

Hamilton City Phase 2A Orchard Removal and Weed Control

CLIN Title Qty UoM Unit Price Extended Price Base Year Contract 8/01/17 thru 7/31/18

1 0001 Schedule 1 Job 2 0002 Contractor Quality Control Plan 1 Job 3 0003 Environmental Protection Plan 1 Job 4 0004 Accident Prevention Plan 1 Job 5 0005 Performance Work Plan 1 Job 6 0006 SWPPP And Associated Documentation 1 Job 7 0007 Facility Set Up 1 Job 8 0008 BMP Installation 1 Job 9 0009 Orchard Removal 1 Job

10 0010 Orchard Removal, Soil Disturbance Avoidance Area 1 Job

11 0011 1st Weed Control Treatment 1 Job 12 0012 2nd Weed Control Treatment 1 Job

13 0013 Road Maintenance During First Maintenance Year 1 Job

14 0014 NPDES Monitoring And Reporting And BMP Maintenance 1 Job

15 0015 Records And Reports 1 Job Option Year 1 8/1/18 thru 7/31/19 20 1001 1st Weed Control Treatment 1 Job 21 1002 2nd Weed Control Treatment 1 Job

22 1003 Road Maintenance During The Second Maintenance Year 1 Job

23 1004 Records And Reports 1 Job Option Year 2 8/1/19 thru 7/31/20 28 2001 1st Weed Control Treatment 1 Job 29 2002 2nd Weed Control Treatment 1 Job

30 2003 Road Maintenance During The Third Maintenance Year 1 Job

31 2004 Records And Reports 1 Job Option Year 3 8/1/20 thru 7/31/21

3001 1st Weed Control Treatment 1 Job 3002 2nd Weed Control Treatment 1 Job

Road Maintenance During The Third Maintenance Year 1 Job

3004 Records And Reports 1 Job

ATTACHMENT D

TARGET SCHEDULE

Hamilton City Phase 2A Orchard Removal and Weed Control Assumed Contract Award Date: 8/01/2017

CLIN Title

Start, Days from

Contract Award

Finish, Days from Contract Award Du ra tio n, Da ys

Start Finish Base Year Pre Work Submittals 0001 Project Schedule and Payment Schedule - 31 31 8/1/2017 9/1/2017 0002 Contractor Quality Control Plan - 31 31 8/1/2017 9/1/2017 0003 Environmental Protection Plan - 60 60 8/1/2017 9/30/2017 0004 Accident Prevention Plan - 60 60 8/1/2017 9/30/2017 0005 Performance Work Plan - 45 45 8/1/2017 9/15/2017 0006 SWPPP And Associated Documentation - 60 60 8/1/2017 9/30/2017 0007 Facility Set Up 60 90 30 9/30/2017 10/30/2017 0008 BMP Installation 60 90 30 9/30/2017 10/30/2017 0009 Orchard Removal 60 120 60 9/30/2017 11/29/2017

Orchard Removal, Soil Disturbance Avoidance Area 60 120 60 9/30/2017 11/29/2017

0011 1st Weed Control Treatment 168 258 90 1/16/2018 4/16/2018 0012 2nd Weed Control Treatment 226 318 92 3/15/2018 6/15/2018

Road Maintenance During First Maintenance Year 61 364 303 10/1/2017 7/31/2018

NPDES Monitoring And Reporting And BMP Maintenance 90 364 274 10/30/2017 7/31/2018

0015 Records And Reports 61 364 303 10/1/2017 7/31/2018 Option Year 1 8/1/18 thru 7/31/19 1001 1st Weed Control Treatment 533 623 90 1/16/2019 4/16/2019 1002 2nd Weed Control Treatment 591 683 92 3/15/2019 6/15/2019

Road Maintenance During The Second Maintenance Year 365 729 364 8/1/2018 7/31/2019

1004 Records And Reports 365 729 364 8/1/2018 7/31/2019 Option Year 2 8/1/19 thru 7/31/20 2001 1st Weed Control Treatment 898 988 90 1/16/2020 4/15/2020 2002 2nd Weed Control Treatment 956 1,048 92 3/14/2020 6/14/2020

Road Maintenance During The Third Maintenance Year 730 1,095 365 8/1/2019 7/31/2020

2004 Records And Reports 730 1,095 365 8/1/2019 7/31/2020 Option Year 3 8/1/20 thru 7/31/21 3001 1st Weed Control Treatment 898 988 90 1/16/2020 4/15/2020 3002 2nd Weed Control Treatment 956 1,048 92 3/14/2020 6/14/2020

Road Maintenance During The Third Maintenance Year 730 1,095 365 8/1/2019 7/31/2020

3004 Records And Reports 730 1,095 365 8/1/2019 7/31/2020

ATTACHMENT E

Section 01 57 23.02

TEMPORARY STORM WATER POLLUTION CONTROL RISK LEVEL 2

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL Risk Level 2 07/13

PART 1 GENERAL

1.1 SUMMARY

The work consists of implementing the storm water pollution prevention measures to prevent sediment from entering streams or water bodies as specified in this Section in conformance with the requirements of the National Pollutant Discharge Elimination System (NPDES).

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 3977 (1997; R 2007, E 2014) Standard Test Methods for Determining Sediment Concentration in Water Samples

CALIFORNIA STATE WATER RESOURCES CONTROL BOARD (CSWRCB)

CSWRCB CGP (2012) National Pollutant Discharge

Elimination System General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

Construction General Permit (CGP) Order No.

2009-0009-DWQ as amended by 2012-0006-DWQ, NPDES No. CAS000002.

SMARTS California State Water Resource Control

Board's Storm Water Multi-Application and Report Tracking System (SMARTS).

CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA)

CASQA CABMPHB (2011) California Stormwater Best Management

Practice Handbook for Construction

STANDARD METHODS (SM)

SM 2130 (2001) Turbidity

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA Method 160.2 (1999) Residue, Non-Filterable (Gravimetric, Dried at 103-105°C)

EPA Method 160.5 (1983) Settleable Matter (Volumetric, Imhoff

Cone)

EPA Method 180.1 (1993; R2) Determination of Turbidity by

Nephelometry

NPDES (1972; R 2005) National Pollutant Discharge

Elimination System

SWPPP Storm Water Pollution Prevention Plan

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 136 Guidelines Establishing Test Procedures for the Analysis of Pollutants

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit all submittals with sufficient lead-time to allow for government review and contractor revisions to ensure the project schedule is not delayed. Unless otherwise noted, the USACE will require a minimum of [21] calendar days to review documents. When necessary, enter submittals into the California State Water Resource Control Board's (CSWRCB) Storm Water Multi-Application and Report Tracking System (SMARTS).

Provide submittals in digital format to the USACE and electronically in SMARTS when necessary.

Preconstruction Submittals

SWPPP; G

A site-specific Storm Water Pollution Prevention Plan (SWPPP).

PRDs; G

Permit Registration Documents (PRDs) to obtain or update permit coverage.

Product Data

BMP Product Data

Manufacturer's installation instructions of Best Management Practices (BMPs) to be used.

Test Reports

SWPPP Amendments

Amend the SWPPP as needed to reflect current site conditions.

Sampling Results

REAPs and Inspection Reports

Rain Event Action Plans (REAPs) and Inspection Reports

Exceedance Reports

Exceedance Reports for Numeric Action Level (NAL) exceedances.

Annual Report

Operation and Maintenance Data

Post-Construction Storm Water Management Plan; G

Operation and maintenance data to support the long-term maintenance plan designated for a minimum of five years.

Closeout Submittals

Final SWPPP; G

NOT Application; G

Notice of Termination (NOT) Application.

1.3 GENERAL REQUIREMENTS

Use this specification in conjunction with SECTION 32 92 33 GRASS SEEDING AND EROSION CONTROL that addresses the project's long-term BMPs.

Ensure all project activities are be in accordance with The National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002 for Waste Discharge Requirements for Discharge of Storm Water Runoff Associated with Construction and Land Disturbance Activities, CSWRCB CGP, Order No. 2009-0009-DWQ as amended by 2012-0006-DWQ. Compliance to this permit and subsequent requirements/updates is mandatory. Any permit noncompliance constitutes a violation of the Clean Water Act and the Porter- Cologne Water Quality Control Act and is grounds for enforcement action and/or removal from General Permit coverage. CSWRCB CGP can be found at http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.sht ml.

In accordance with the CGP's Legally Responsible Person (LRP) definition, the Contractor is the LRP for this project. As the project's LRP, obtain CSWRCB CGP permit coverage and ensure full permit compliance throughout the life of the permit. Ensure all Permit Registration Documents (PRDs) and Notice of Termination (NOT) are electronically signed, certified, and submitted via the SMARTS to the CSWRCB. See the paragraph titled "Permit Registration Documents" for additional requirements. Pay all permit fees, and fines/penalties for violation or non-compliance with Federal, State and local laws and regulations.

The CSWRCB CGP does not preempt or supersede the authority of local storm water management agencies to prohibit, restrict, or control storm water discharges to municipal separate storm sewer systems (MS4) or other watercourses within their jurisdictions. Obtain and include the required local permits and/or agency's approval(s) in the SWPPP.

The CSWRCB CGP does not authorize discharges of fill or dredged material regulated by the U.S. Army Corps of Engineers under CWA § 404 and does not constitute a waiver of water quality certification under CWA § 401.

1.4.1 Required Stormwater Meetings

Conduct a required stormwater meeting within 30 days after contract award.

Conduct the meeting at the USACE Sacramento District Office. At a minimum, the Contractor's Project Manager, or appropriate technical person, the Qualified SWPPP Practitioner (QSP) and the Qualified SWPPP Developer (QSD) are required to be present. (See paragraph titled TRAINING REQUIREMENTS for position details.)

This meeting is the equivalent of a preparatory meeting for the SWPPP submittal. The QSD and QSP shall discuss the Contractor's proposed stormwater management plan for this project. This meeting is required prior to government approval of the SWPPP submittal.

Hold additional meetings for completion of the SWPPP or other required information as needed.

1.3.1 TRAINING REQUIREMENTS

This contract requires that all personnel responsible for the writing and implementation of the SWPPP be specifically trained in the subject of storm water permitting and erosion and sedimentation controls. Provide requirements for training based on the level of responsibility in the SWPPP.

Below are the requirements for the position(s) of the QSD and the QSP, which shall be in place for the entire duration of the project, until meeting the termination requirements as detailed in paragraph "Termination Of SWPPP And CSMP Responsibilities."

1.3.1.1 Qualified SWPPP Developer (QSD)

http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.shtml http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.shtml

Ensure that SWPPPs are written, amended and certified by a QSD. A QSD shall have one of the following registrations or certifications, and appropriate experience, as required for:

a. A California registered professional civil engineer;

b. A California registered professional geologist or engineering geologist;

c. A California registered landscape architect;

d. A professional hydrologist registered through the American Institute of

Hydrology;

e. A Certified Professional in Erosion and Sediment Control (CPESC) (TM) registered through Enviro Cert International, Inc.;

f. A Certified Professional in Storm Water Quality (CPSWQ) (TM) registered through Enviro Cert International, Inc.; or

g. A professional in erosion and sediment control registered through the

National Institute for Certification in Engineering Technologies

(NICET);

The QSD shall be available throughout the life of the project to review and amend the SWPPP when necessary. Provide a copy of the QSD's certification within the SWPPP. Obtain the QSD Certification from the California Stormwater Quality Association (CASQA) or SMARTS.

The QSD shall be actively involved in the project throughout the life of the contract. The QSD shall inspect the site in person prior to SWPPP development to aid in the creation of the site specific SWPPP. The QSD shall regularly assess the SWPPP and amend it as needed during active construction periods. Verification of the QSD's inspections and SWPPP assessments shall be documented in the SWPPP. The QSD shall inspect the site in person prior to certification/submittal of the Notice of Termination

(NOT).

1.3.1.2 Qualified SWPPP Practitioner (QSP)

Ensure that all BMPs required by the CSWRCB CGP are implemented by a Qualified SWPPP Practitioner (QSP). A QSP is a person responsible for non-storm water and storm water visual observations, sampling and analysis. A QSP shall either be a QSD or have one of the following certifications:

a. A certified erosion, sediment and storm water inspector registered through Enviro Cert International, Inc.; or

b. A certified inspector of sediment and erosion control registered through Certified Inspector of Sediment and Erosion Control, Inc.

The QSP shall be available throughout the life of the project to address and implement the SWPPP when necessary. A copy of the QSP's certification shall be provided in the SWPPP. Obtain the Certification from the California Stormwater Quality Association (CASQA) or SMARTS to be valid.

The QSP shall be readily available and located within a reasonable distance from the project site in order to respond quickly to any stormwater related emergencies.

1.3.2 Additional Requirements

CSWRCB CGP establishes three levels of risk possible for a construction site. The Government has determined this project site's sediment and receiving water risk falls under Risk Level 2 requirements. The Contractor is responsible for meeting all Risk Level 2 requirements detailed in CSWRCB CGP to be in compliance. Attachment D of the CSWRCB CGP details additional Risk Level 2 requirements. When Risk Level 2 requirements conflict with requirements within this specification, the more stringent requirement shall be followed.

1.4 DEVELOPMENT AND DESIGN

1.4.1 SWPPP Development

The SWPPP is a requirement of the CSWRCB CGP permit and compliance is mandatory. Guidance for creating a SWPPP can be found at the California Stormwater Quality Association website https://www.casqa.org/resources/bmp-handbooks. Include a complete CSMP and an initial REAP. Once the SWPPP has been completed, submit it to USACE for government approval no later than 15 days upon receiving the NTP. Government approval will be based on the document meeting these specifications, and the CSWRCB CGP permit and CASQA CABMPHB requirements. Resubmit the SWPPP to the government until an acceptable action code is issued.

After government approval, submit the SWPPP to the CSWRCB’s SMARTS, as detailed in the paragraph titled, "Permit Registration Documents."

Include a narrative section as well as figures in the Site Maps. At a minimum, include the locations of all BMPs (temporary and post-construction), discharge points, sampling collection points, drainage patterns across the project area, storm drain inlets and temporary concentrated flow drainage patterns in the Site Maps.

1.4.1.1 Construction Site Management Plan (CSMP)

Develop a written site-specific CSMP in accordance with the Risk Level 2 requirements in the CSWRCB CGP. Include all monitoring procedures and instructions, location maps, forms, and checklists as required to be in compliance. The CSMP shall be developed prior to the commencement of construction activities, and revised as necessary to reflect project revisions. The CSMP shall be a part of the SWPPP, included as an appendix or separate chapter.

Develop and Implement the CSMP to address the following objectives:

a. To demonstrate that the site is in compliance with the Discharge

Prohibitions and applicable Numeric Action Levels (NALs) of the CSWRCB

CGP;

b. To determine whether non-visible pollutants are present at the construction site and are causing or contributing to exceedance of water quality objectives;

c. To determine whether immediate corrective actions, additional BMP implementation, or SWPPP revisions are necessary to reduce pollutants in storm water discharges and authorized non-storm water discharges;

and

d. To determine whether BMPs included in the SWPPP are effective in preventing or reducing pollutants in storm water discharges and authorized non-storm water discharges.

Include a description of the following items:

1. Visual observation locations, visual observation procedures, and visual observation follow-up and tracking procedures;

2. Sampling locations, and sample collection and handling procedures.

Include detailed procedures for sample collection, storage, preservation, and shipping to the testing lab to assure that consistent quality control and quality assurance is maintained. Attach an example Chain of Custody form used when handling and shipping samples to the monitoring program; and

3. Identification of the analytical methods and related method detection limits (if applicable) for each required parameter.

1.4.1.2 Non-Visible Pollutants

Designate trained personnel to collect water quality samples. Document the personnel and training in the CSMP. Training shall consist of the following elements:

1. SWPPP and CSMP review,

2. Health and safety review, and

3. Sampling simulations.

The CSMP shall describe the following water quality sampling procedures:

a. Sampling preparation,

b. Collection,

c. Quality assurance and quality control,

d. Sample labeling,

e. Collection documentation,

f. Sample shipping,

g. Chain of custody,

h. Sample numbering, and

i. Precautions from the construction site health and safety plan.

For discharges into bodies of water listed as impaired due to sedimentation/siltation, samples will be analyzed for both settleable solids in accordance with the requirements of EPA Method 160.5, and total suspended solids in accordance with EPA Method 160.2; or for suspended sediment concentration in accordance with the requirements in ASTM D 3977.

Identify locations for sampling and analysis of storm water discharges to characterize discharges associated with construction activity from the entire project disturbed area and the reason for their selection. Show sampling locations shall on the Site Maps. The point of compliance for samples is at the project boundary. The sampling locations shall include:

a. Upstream/up-gradient from direct discharges from the construction site from a representative and accessible location as close as possible and upstream from the effluent discharge point;

b. Immediately downstream/down-gradient from the last point of direct discharge from the construction site from a representative and accessible location as close as possible and downstream from the effluent discharge point;

c. Immediately downhill from the locations where water flows onto into the water body.

This project has the potential to discharge non-visible pollutants in storm water from the construction site. Include a description of the sampling and analysis strategy and implement monitoring of non-visible pollutants in the

CSMP.

Identify potential non-visible pollutants that will be present on the construction site associated with the following:

a. Construction materials and wastes;

b. Existing contamination due to historical site usage; or

c. Application of soil amendments, including soil stabilization products, with the potential to alter pH or contribute toxic pollutants to storm water.

Show the locations planned for storage and use of the potential non-visible pollutants on the Site Maps.

Describe the schedule for collecting effluent samples from all discharge points where non-visible pollutants are discharged off-site in the CSMP.

The following list of conditions requires sampling when observed during inspections:

a. Materials or wastes containing potential non-visible pollutants are not stored under watertight conditions.

b. Materials or wastes containing potential non-visible pollutants are stored under watertight conditions, but:

1. A breach, leakage, malfunction, or spill is observed;

2. The leak or spill has not been cleaned up before precipitation; and

3. There is the potential for discharge of non-visible pollutants to surface waters or drainage system.

c. Construction activities; such as application of fertilizer, pesticide, herbicide, methyl methacrylate concrete sealant, or non-pigmented curing compound; have occurred during precipitation or within 24 hours preceding precipitation, and have the potential to discharge pollutants to surface waters or drainage system.

d. Soil amendments, including soil stabilization products, with the potential to alter pH levels or contribute toxic pollutants to storm water runoff have been applied, and have the potential to discharge pollutants to surface waters or drainage system (unless independent test data are available that demonstrate acceptable concentrations of non-visible pollutants in the soil amendment).

e. Storm water runoff from an area contaminated by historical usage of the site has the potential to discharge pollutants to surface waters or drainage system.

Identify water flow paths sampling locations for collecting downstream and control samples, and the reason for their selection. Select the control sampling location so the sample does not come into contact with materials, wastes or areas associated with potential non-visible pollutants or disturbed soil areas. Show non-visible pollutant sampling locations on the Site Maps. Identify the analytical method to be used for downhill and control samples for potential non-visible pollutants on the project.

Samples to be analyzed by a laboratory shall be sampled, preserved, and analyzed by a State-certified laboratory in conformance with the requirements in 40 CFR 136, "Guidelines Establishing Test Procedures for the Analysis of Pollutants." Identify the laboratory, sample containers, preservation requirements, holding times, and analysis method in the CSMP.

Ensure that the analyzing laboratories will receive samples within 48 hours of the physical sampling (unless otherwise required by the laboratory), and shall use only the sample containers provided by the laboratory to collect and store samples. Keep Water quality analytical results, and quality assurance and quality control data for a period of three years, and retained on-site while construction is ongoing. Also, provide an evaluation of whether the downhill or downstream samples show levels of the tested parameter higher than in the control sample. If downhill or downstream samples show increased levels, assess the water pollution control measures, site conditions, and surrounding influences to determine the probable cause for the increase. As determined by the assessment, repair or modify water pollution control measures to address increases and amend the SWPPP as necessary. Electronic results (in one of the following file formats: .xls, .txt) shall have the following information:

a. Sample identification number.

b. Contract number.

c. Constituent.

d. Reported value.

e. Analytical method.

f. Method detection limit.

g. Reported limit.

h. Data Qualifiers.

Maintain the water quality sampling documentation and analytical results with the SWPPP on the project site. If construction activities or knowledge of site conditions change such that discharges or sampling locations change, amend the CSMP as necessary.

1.4.1.3 Best Management Practices (BMPs)

The QSD shall select BMPs to include in the SWPPP in accordance with these specifications and the minimum Risk Level 2 BMPs defined in the CSWRCB CGP.

The selection and implementation of BMPs is based on the pollution risks associated with the construction activity. Include the BMP's installation and maintenance schedule and on-site location in the SWPPP. Installation, maintenance and inspection details are listed in the appropriate CASQA CABMPHB BMP fact sheet as defined in Part 2: paragraph 2.1, Required BMPs.

Include the following water pollution control practices in the SWPPP as needed for compliance with CSWRCB CGP:

Erosion Control Sediment Control Wind Erosion Control Tracking Control Non-Storm Water Management Waste Management and Materials Pollution Control Active Treatment System Plan (if needed)

Implement erosion control practices for all disturbed soil on the project site. Select a variety of erosion control measures to protect the soil surface and prevent soil particles from being detached by rainfall, flowing water, or wind. The minimum required erosion control BMPs to be implemented onsite are listed in paragraph 2.1.1, Erosion Control BMPs.

Implement sediment control BMPs to capture any soil that becomes eroded.

Implement these BMPs to divert flows from exposed soils, temporarily store flows, or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Establish effective perimeter controls; consider installing silt fences or placing straw wattles below slopes. The minimum required sediment control BMPs to be implemented onsite are listed in paragraph 2.1.2, Sediment Control BMPs.

Include the Wind Erosion Control BMP in the SWPPP, BMP details are listed in the appropriate CASQA CABMPHB BMP fact sheet as defined in paragraph 2.1.3 Wind Erosion Control.

Implement proper tracking control BMPs to reduce the tracking of sediments off-site. The minimum required tracking control BMPs to be implemented onsite are listed in paragraph 2.1.4, Tracking Control BMPs.

The discharge of materials other than storm water and authorized non-storm water discharges is prohibited. The minimum required Non-Stormwater control BMPs and waste management and pollution control BMPs to be implemented onsite are listed in paragraph 2.1.5 Non-Stormwater Management BMPs, and paragraph 2.1.6, Waste Management and Materials Pollution Control BMPs, respectively.

Include the BMP fact sheets found at the CASQA website as an appendix of the SWPPP. Include BMP Product Data, see paragraph titled "BMP Installation and Removal" for submittal details. Implement, maintain, inspect, and remove BMPs in accordance with the fact sheets, product data sheets, and the CSWRCB CGP requirements.

Document each BMP in both a narrative section and site map in the SWPPP.

Indicate all BMPs to be implemented, where they will be located, and when they will be installed in the SWPPP. In cases where information about BMP installation, implementation, and management are not available on the CASQA website or in CSWRCB CGP, include the BMP specifications and manufacture instructions in the SWPPP, or in a SWPPP amendment, for approval prior to installation.

Include a discussion of the inspection and maintenance program for all BMPs as identified to be utilized throughout the entire duration of the project in the SWPPP. A qualified person (QSP, or persons appropriately trained by the QSP) will be assigned the responsibility to conduct inspections. List the name and telephone number of that person in the SWPPP.

Select temporary stabilization methods with a minimum longevity period to meet the duration of the project and replace as needed. The BMPs with long longevity will improve relative effectiveness. The guidelines for required longevity for temporary stabilization methods are detailed in Appendix F of the CASQA CABMPHB. Additionally, select the temporary stabilization methods which are habitat sensitive, including, but not limited to: biodegradable or photodegradable materials and materials compatible with existing vegetation.

1.4.2 Permit Registration Documents (PRDs)

Submit PRDs for Government Approval prior to submitting to CSWRCB's SMARTS to obtain permit coverage. Submit PRDs in electronic PDF form for approval. PRDs include the following:

a. Site Maps

b. Storm Water Pollution Prevention Plan (SWPPP)

c. Signed Certification Statement by the LRP

d. Notice of Intent (NOI)

e. Annual Fee

f. Risk Assessment

g. Annual Report(s)

h. Post-Construction Water Balance or watershed process-based model

Upon approval of the PRDs submittal, electronically file and certify PRDs in SMARTS. The Contractor is the LRP and shall create an LRP account in SMARTS and link the project account to the USACE data submitter SMARTS account, username: CESPKdatasubmit. Ensure all PRDs, annual reports, sampling results and NOTs are electronically signed, certified, and submitted to the CSWRCB via SMARTS.

Electronically file and certify all PRDs prior to construction commencement.

Send the initial NOI fee to the CSWRCB after the NOI has been completed and certified by the LRP no later than seven days prior to the start of construction activities. Do not commence Land Disturbance activities until the PRDs and the annual fee are received by the CSWRCB, and a Waste Discharge Identification (WDID) number is assigned. Provide annual permitting fees to the CSWRCB each year until the NOT submittal has been approved by the Government and the CSWRCB. Obtain the WDID in SMARTS and include it in the SWPPP prior to construction commencement.

Attachment B in the CSWRCB CGP details the requirements needed for each PRD submittal. If the requirements listed in Attachment B are not met, the PRD shall be considered incomplete and the NOI will be rejected.

Submit the Post Construction Water Balance Performance Standard Spreadsheet or watershed process-based model with the NOI as described in Appendix 2 of CSWRCB CGP. Perform an evaluation to determine if the area is subject to post-construction standards of an active P I or II Municipal Separate Storm Sewer System (MS4) permit that has an approved Storm Water Management Plan to determine applicability of this requirement.

Dually submit each Annual Report to the Government and to the CSWRCB's SMARTS no later than 1-September of each year, and at the end of the project in electronic PDF form. Certify the annual report in SMARTS as the LRP no later than 1-September of each year. Submit an annual report at the end of the project to cover the beginning of the compliance year to the end of the project in order to apply for permit termination. The reporting year is 1- July through 30-June. An annual report is to be submitted for sites that are active for three months or more in each reporting period. Each annual report shall be in accordance with the special provisions within the CSWRCB CGP requirements. The Annual report shall document all training for:

individuals responsible for any activity associated with compliance with the CSWRCB CGP requirements; individuals responsible for BMP installation, inspection, maintenance and repair; and individuals responsible for overseeing, revising, and amending the SWPPP. Each annual report shall consist of, but is not limited to, the following:

a. a summary and evaluation of all sampling and analysis results, including copies of laboratory reports;

b. the analytical method(s), method reporting unit(s), and method detection limit(s) of each analytical parameter (analytical results that are less than the method detection limit shall be reported as "less than the method detection limit");

c. a summary of all corrective actions taken during the compliance year;

d. identification of any compliance activities or corrective actions that were not implemented;

e. a summary of all violations of the CSWRCB CGP;

f. the names of individual(s) who performed the facility inspections, sampling, visual observation (inspections), and/or measurements;

g. the date, place, time of facility inspections, sampling, visual observation (inspections), and/or measurements, including precipitation (rain gauge); and

h. the visual observation and sample collection exception records and reports specified in Attachments D: Risk Level 2 Requirements.

i. Ad hoc reports with individual sample results that are not shown in the daily averages (if used). Ad hoc reports are to be uploaded into SMARTS as a Word document.

Submit sampling results for all non-visible pollutant samples collected during any breach, malfunction, leakage, or spill observed which could result in the discharge of pollutants to surface waters that would not be visually detectable in stormwater. Submit sampling results in electronic PDF form.

PART 2 PRODUCTS

SWPPP and CSMP development details are provided in Part 1 of these specifications. This section defined which BMPs are required to be utilized and included in the SWPPP, as well as a list of additional BMPs that are available for use. All BMPs shall follow their specified CASQA CABMPHB BMP fact sheet except where more stringent requirements are stated in these specifications or in the BMPs' manufacturer's recommendations. Additional design requirements for particular BMPs are stated in Part 1: GENERAL of this specification. Additional mobilization/demobilization, maintenance, and inspection requirements are stated in Part 3: EXECUTION of this specification.

2.1 REQUIRED BEST MANAGEMENT PRACTICES

2.1.1 Erosion Control BMPs

Weed seed banks in the agricultural fields to be converted to native habitat areas have been shown to have weed seed banks averaging 200 lbs. per acre.

Weeds typically germinate and grow quickly. Weed growth can be used as an erosion control BMP. Coordinate weed control methods with management of erosion control BMP’s to ensure that adequate quantities of weeds are present to provide adequate erosion protection. Weeds that have grown and have been killed by herbicide applications will continue to provide erosion protection for some period of time. Long term erosion control will be provided by seeding and establishing native grasses. Follow the additional recommendations as provided in Section 32 92 33 GRASS SEEDING AND EROSION CONTROL to be in compliance for seeding or other long-term BMPs. In disturbed areas that will be more highly prone to erosion, install and maintain a combination of two or more of the following five erosion control BMPs for soil protection in each area: hydraulic mulch, hydroseeding, broadcast seeding, soil binders, straw mulch, or geotextile and mats.

Choose the BMPs with minimum longevity to meet the duration of the project, and those which offer habitat sensitive, biodegradable or photodegradable features, when allowed by site conditions.

2.1.1.1 Scheduling

Utilize scheduling as an erosion control BMP in accordance with the CASQA CABMPHB "Scheduling, EC-1" fact sheet. Schedule work to eliminate soil disturbance activities during rain events. If work is to be done when rainfall is predicted, adjust the construction schedule to allow the implementation of erosion and sedimentation controls on all disturbed area prior to rainfall.

2.1.1.2 Preservation Of Existing Vegetation

Utilize this BMP as an erosion control BMP in accordance with the CASQA CABMPHB "Preservation of Existing Vegetation, EC-2" fact sheet. Identify and protect vegetation that provides erosion and sedimentation control benefits when possible. Provide temporary fencing prior to the commencement of soil disturbing activities to protect existing vegetation.

2.1.1.3 Hydraulic Mulch

This BMP shall meet the CASQA CABMPHB "Hydraulic Mulch, EC-3" fact sheet standards.

2.1.1.4 Hydroseeding

This BMP shall meet the CASQA CABMPHB "Hydroseeding, EC-4" fact sheet

Hydroseeding requires sufficient time in the season to ensure adequate vegetation establishment and erosion control prior to rainfall. If conditions for seeding (per specifications, BMP factsheet , and manufacturers recommendations) cannot be met within 14-days of the area becoming inactive, install Geotextiles or mats to ensure soil cover until the optimum seeding time is available. Follow the paragraph titled, "Geotextiles and Mats" and specification section 32 92 33 GRASS SEEDING AND EROSION CONTROL for product and installation requirements.

2.1.1.5 Soil Binders

This BMP shall meet the CASQA CABMPHB "Soil Binders, EC-5" fact sheet

2.1.1.6 Straw Mulch

This BMP shall meet the CASQA CABMPHB "Straw Mulch, EC-6" fact sheet

2.1.1.7 Geotextiles And Mats

The use of plastic liners is discouraged, use plastic material only where deemed necessary and shall be approved by the Contracting Officer prior to use. Material selection, site preparation, seeding, anchoring, and installation requirements are detailed in the CASQA CABMPHB fact sheet.

This BMP shall meet the CASQA CABMPHB "Geotextiles and Mats, EC-7" fact sheet standards.

When seed is placed in combination with Rolled Erosion Control Products, seed the area before blanket installation. Re-seed all areas disturbed during blanket installation. Ensure blankets are anchored and are uniformly in contact with the soil. If direct contact with the soil cannot be maintained (such as on rocky slopes) use alternate erosion control methods shall be used rather than rolled erosion control products.

2.1.2 Sediment Control BMPs

Install and maintain the following sediment control BMPs. Choose the following BMPs with minimum longevity to meet the duration of the project, and those that offer habitat sensitive, biodegradable or photodegradable features, when allowed by site conditions. Do not use of sandbags or straw bales shall unless otherwise directed by the Contracting Officer.

2.1.2.1 Silt Fence

Install and maintain silt fences as a sediment control BMP in accordance with the CASQA CABMPHB "Silt Fence, SE-1" fact sheet. Secondary to fiber rolls, silt fences are temporary linear sediment barriers of permeable fabric designed to intercept and slow the flow of sediment-laden sheet flow runoff. Properly trench and key in silt fences for full effectiveness.

Remove and properly dispose damaged silt fences and replace with new ones.

Remove sediment when the sediment accumulation reaches 1/3 of the barrier height. Design and layout, materials and installation requirements are detailed in the CASQA CABMPHB fact sheets, which shall be adhered to.

2.1.2.2 Sediment Basin

If necessary, install and maintain sediment basins as a sediment control BMP in accordance with the CASQA CABMPHB "Sediment Basin, SE-2" fact sheet. Use sediment basins where sediment-laden water may enter the drainage system or watercourse and/or in association with dikes, temporary channels, and pipes used to convey runoff from disturbed areas. Use sediment basins in conjunction with erosion control practices to reduce the amount of sediment flowing into the basin.

The QSP shall inspect the sediment basin prior to any likely forecasted rain event, daily during rain events, after rain events, and a minimum of once per week when a rain event is not likely. Periodically remove accumulated sediment in order to maintain BMP effectiveness. The QSP shall ensure the sediment is removed when sediment accumulation reaches one-half the designated sediment storage volume. The QSP shall ensure all standing storm water from the basins is removed within 96 hours after accumulation.

Basins with an impounding levee greater than 4.5 feet tall, measured from the lowest point of the impounding area to the highest point of the levee, and basins capable of impounding more than 35,000 square feet, shall be designed by a Registered Civil Engineer.

2.1.2.2 Fiber Rolls

Install and maintain fiber rolls as a sediment control BMP in accordance with the CASQA CABMPHB "Fiber Rolls, SE-5" fact sheet. Preferred over silt fences, fiber rolls (or straw wattles) consists of straw, flax, or other similar materials bound into a tight tubular roll. Use fiber rolls containing biodegradable materials with photodegradable netting. Properly trench and stake fiber rolls for full effectiveness. Repair split, torn, unraveling or slumping fiber rolls within 48 hours of identification.

Remove sediment when sediment accumulation reaches 1/3 the designed sediment storage depth. When installing on a slope, the slope inclination controls the required spacing as detailed in the CASQA CABMPHB fact sheet, and the Risk Level 2 requirements in the CSWRCB CGP (see paragraph MAINTENANCE, MONITORING AND INSPECTIONS). Fiber rolls shall comply with Section 32 92 33 Grass Seeding and Erosion Control paragraph titled “Straw Wattles.”

2.1.2.3 Street Sweeping And Vacuuming

Utilize this BMP as a sediment control BMP in accordance with the CASQA CABMPHB "Street Sweeping and Vacuuming, SE-7" fact sheet. Implement this BMP anywhere sediment is tracked from the project site onto public or private paved roads, especially at points of ingress/egress. Use Self-propelled or walk-behind equipment to remove sediment and clean paved areas.

Kick brooms or sweeper attachments are not allowed. Sweep and/or vacuum visible sediment tracking to eliminate unauthorized non-storm water discharge from reaching surface water or drainage systems. When tracked or spilled sediment is observed outside the construction limits, remove it immediately; continuous removal may be required. If sediment is wet or when tracked soil is caked, scrape the soil loose. The discharge of any debris

(litter, rubble, discarded refuse, and remains of destroyed inorganic anthropogenic waste) is prohibited. After sweeping is finished, properly dispose of sweeper wastes at an approved dumpsite.

2.1.2.4 Storm Drain Inlet Protection

Install and maintain this BMP as a sediment control BMP in accordance with the CASQA CABMPHB "Storm Drain Inlet Protection, SE-10" fact sheet.

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