PWS_w_QASP_Putah_Creek_UST_Pilot_Study6-03-2015.pdf
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- Pilot Work Study ¿ Feasibility Study Report Federal contract opportunity
- Solicitation number
- R15PS00971
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Performance Work Statement
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SF_30-Amendment_0004.pdf | ||
| R15PS00971_Putah_Creek_UST_Study-Q_and_A.pdf | ||
| SF30-_Amendment_0003.pdf | ||
| R15PS00971_Putah_Creek_UST_Study-Q A.pdf | ||
| Amendment_0002.pdf | ||
| SF-30 _Amendment_0001.pdf | ||
| Sol_R15PS00971.pdf | ||
| Solicitation_-_SF-1449_-_Putah_Creek_UST_Pilot_Study.pdf |
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Performance Work Statement
Pilot Work Study – Feasibility Study Report of Putah Creek Resort Gasoline Contamination - Lake Berryessa Concessions Area
1.0 Background
The site of study is a former underground storage tank (UST) at the former Putah Creek Resort located at Lake Berryessa (see Figure 1), which is part of The Bureau of Reclamation, Central California Area Office.
The street address for the site is former Putah Creek Resort, 7600 Knoxville Road, Napa, CA 94558.
A Concessionaire operated UST located at Putah Creek Resort discharged 760 gallons of unleaded gasoline in 1990. Groundwater depth ranges from 2 to 25 feet below the ground surface. Structural complexities and secondary permeability caused by fracturing of the rock appear to have a substantial influence on the movement of groundwater. Historic monitoring data indicates fracturing may have created preferential contaminant paths.
Petroleum contamination was first discovered in the soil around a leaking UST in May 1993. Two 8000 gallon UST’s were removed from the site on April 1995. Approximately 4,000 cubic yards of contaminated soil were removed from the sited down to a depth of 23 feet. Total petroleum hydrocarbons as gasoline (TPH-g) was detected in soil samples collected during the excavation as high as 2,300 mg/kg parts per million (ppm). Soil was stockpiled on site and aerated until confirmation samples indicated that TPH-g concentrations had reduced below 10 ppm. Monitoring wells were installed at the site during 1999-2001.
Initial monitoring wells detected TPH-g in the groundwater ranging up to 340,000 ug/L (ppb). An installation of an in-situ ozone sparging system was done in 2002. This system was operated until 2004. A groundwater treatment system was constructed pumping a rate between 4-7 gallons per minute (gpm) in 2004. The groundwater treatment system operated from April 2005- August 2008. The system was discontinued because the extraction rate had decreased to less than 1 gpm. The treatment system appeared to be ineffective due to minimal groundwater recharge due to drought conditions.
In 2009 the site was issued a Clean-up and Abatement Order R5-2009-0704 by Central Valley Regional Water Control Board (CVWQB).
From 2010 until 2012 a contract was issued to conduct a pilot study and feasibility report, several new wells were installed and some soil excavation occurred. Best choice technology was dual-phased extraction (DPE). Brief DPE implementation occurred but determined to not be a cost effective long term solution. A summary of the results of the DPE pilot study, treatment, and Human Health Risk Assessment (HHRA), is provided and a complete copy of the conclusions is available upon request (2011-2012 Dual Phase Extraction Pilot Test Study and Treatment report – Accord Engineering):
The Site is in a fractured and folded sedimentary rock environment with complex soil geology. Fractured-rock sites are among the most complex to remediate because of their considerable geologic heterogeneity and the nature of fluid flow and contaminant transport through fractured media. Groundwater restoration has proven to be difficult in complex hydrogeological environments such as in fractured-rock aquifer systems (U.S. EPA 2001). At this Site, dissolved-plume migration has not shown a fast transport pathway through the 12 years of groundwater monitoring. Contamination, especially aged and weathered TPH released more than two decades ago at the Site, is likely to be sequestered within the rock matrix or poorly connected small fractures, that are diffusion-limited and will require long remediation timeframes. Based on the results of the pilot study/treatment and HHRA, (2011-2012 Dual Phase Extraction Pilot Test Study and Treatment report – Accord Engineering) the selected remedy going forward proposes a continuation of long-term groundwater monitoring, with potential treatment if the site specific cleanup goals are not met.
A semiannual groundwater monitoring program was the selected remedy used to: (1) assess the effectiveness of biodegradation of Chemicals Of Primary Concern (COPC) - TPH-g, BTEX, and MTBE within the dissolved plume; (2) collect additional data over time to assess trends in concentrations and determine if additional action is required; and (3) target areas (if any) where additional treatment may be needed if an increase in COPC concentrations (i.e., rebound for TPH-g, BTEX, and MTBE) occurs or if natural attenuation is not sufficient to reduce COPC concentrations to cleanup goals. Semi-Annual groundwater monitoring has occurred since 2012 (data available upon request).
In CVWQB letter dated December 31, 2014 Reclamation agreed to conduct a Pilot Study at site, an effort to develop a cost effective remediation strategy is desired. The Bureau of Reclamation would like three (3) different technologies evaluated other than what has already been previously tested.
Examples of possible known technologies are: 1) in-situ bioremediation, 2) in-situ chemical oxidation and
3) vapor extraction.
Figure 1 – Location of Putah Creek Resort
Project Location
2.0 Scope:
Unless otherwise expressly provided herein, the Contractor shall furnish all the contract management, planning, supervision, administration, personnel, materials, supplies, transportation, facilities and anything else necessary to complete the work and deliverables described in this Performance Work Statement
(PWS).
This PWS is the implementation of a pilot study plan to mitigate the environmental impacts in groundwater and soils found at the underground storage tank (UST) fuel spill contamination area at Putah Creek Resort located at Lake Berryessa (see Figure 1), which is part of The Bureau of Reclamation, Central California Area Office. The street address for the site is Putah Creek Resort, 7600 Knoxville Road, Napa, CA 94558.
This pilot study shall include an evaluation of at least three (3) different in-situ multimedia technologies that may be effective for treating both soil and groundwater at the site, and selecting the most feasible technology for a pilot test at the site to verify the effectiveness and implement ability.
Site-specific bench-scale tests will be used to facilitate the alternatives evaluation as part of the pilot study. Examples of possible known technologies are: 1) in-situ bioremediation, 2) in-situ chemical oxidation and 3) vapor extraction. If the pilot testing results are favorable, a Corrective Action Plan (CAP) with comprehensive cost estimate with anticipated timeline to closure shall be developed to address a full scale remediation at the site.
3.0 Objectives:
A renewed effort to develop a cost effective remediation strategy is desired at former Putah Creek UST site. Site has been characterized and profiled, using existing data and other as necessary the Bureau of Reclamation would like three (3) different technologies evaluated other than what has already been previously tested.
4.0 Tasks:
Task 1 - Develop Pilot Study Work Plan and Site Health and Safety Plan: The pilot study work plan shall include an evaluation of at least three (3) in-situ remedial technologies that may be effective treating the impacted soil and groundwater and soil at the site. Based on the evaluation results, bench-scale and pilot tests will be conducted using the most feasible technologies. The primary objective for this pilot study is to gather the site-specific data to evaluate the effectiveness and viability of an innovative in situ treatment technologies (i.e., three different methods at a minimum), to achieve physical mass removal and biological destruction of TPHg, BTEX and MTBe found in the groundwater and soil at Putah Creek site.
The pilot study will involve groundwater and soil treatment by 3 different technologies evaluating alternatives. The pilot study area will focus on the down gradient secondary source area near the shoreline around wells MW-14 and MW-16 or other deemed appropriate areas at the site, contamination site is characterized with defined plume (see Figure 2). A Pilot Study Work Plan will be prepared by the contractor to provide the detail and procedures to conduct the pilot study and performance monitoring to evaluate the effectiveness of the in-situ study.
The contractor will submit a Health and Safety Plan to include field safety requirements for the pilot study.
The Work Plan will be submitted in draft (for BOR internal review and approval), and final (for RWQCB) versions.
1. identifying remedial action objectives;
2. identifying potential technologies that will satisfy these objectives;
3. screening the technologies based on their effectiveness, implement ability, and cost; and
4. discussing details of a site-specific bench-scale test using alternative in-situ technologies with site soil and groundwater samples, including the testing objectives and procedures, to evaluate contaminants removal with types of reagents, reagent dose, and time required for contaminant removal, and potential secondary effects.
5. discussing details of a pilot test using one selected technology based on the screening results, including the testing objectives and procedures, performance monitoring methods, data collection and evaluation methods, health and safety requirements, decontamination procedures, and methods for handling of generated wastes.
Alternatives can be developed to address contaminated medium, a specific area of the site, or the entire site.
Task 2 – Conduct a pilot and bench study tests: The efficacy of in-situ remediation technology will be tested in the field. The field work will be conducted in an initial 5 day field test. Field testing will include the following subtasks:
2.1. Conduct Pilot Study – This pilot test will be performed using one select technology of choice, into the vicinity of monitoring wells MW‐14 and MW-16 near the shoreline or other deemed appropriate areas at the site to evaluate remedial effectiveness in the center of the down gradient groundwater plume. The field work will be conducted in an initial 5 day field test for the technology.
2.2 Redevelopment of Existing Wells - All existing wells at the site will be evaluated and redeveloped. Redevelopment shall include the removal of mud that has accumulated at the bottom of the wells, replacement of well caps and locks, and cleaning the wells in a manner that improves the rate of well purging and extraction.
2.3 Sampling and Analysis Plan during Pilot Test – To evaluate the effectiveness of the treatment, the following sampling and analysis program will be implemented.
The pilot test will be monitored for parameters including but not limit to: (1) groundwater level fluctuations; (3) COC concentration reductions and general groundwater chemistry including TPH-g, BTEX, MTBE, pH, DO, ORP, and turbidity; and (4) biodegradation parameters including sulfate, nitrate, chloride, total dissolved solids, (TDS), dissolved methane, dissolved CO2, and dissolved oxygen to determine the efficacy of the remediation technology
Groundwater at MW-4, MW-8, MW-14, MW-16, MW-19 or others as necessary will be sampled by the contractor for analysis at the start of each field test and at two (2) additional periods during and/or after each field test. Site soil and groundwater samples will be collected to be used in bench-scale study.
2.4 Containment of Waste soil and Water and Disposal - The Contractor shall contain and dispose of all waste soil and water generated during the pilot test. The contractor will obtain all permits and/or waste manifests, as required to complete this task.
2.5 Conduct Bench-scale Study – This bench-scale test will be performed using the site soil and groundwater samples to evaluate alternative effectiveness. The laboratory bench-scale study will be conducted in 5 to 28 days to evaluate types or reagents for select technology. The bench test will be monitored for parameters including but not limit to: (1) COC concentration reductions and general groundwater chemistry including TPH-g, BTEX, MTBE, dissolved metals, pH, DO, ORP;
(2) soil oxygen demand, (3) biodegradation parameters including sulfate, nitrate to determine the efficacy of the remediation technology
Task 3 – Pilot Study (Feasibility) Summary Report: Details on the pilot study will be summarized in a Pilot Study Summary Report. The data collected from this evaluation will help determine the feasibility for a full-scale remediation deployment at the site to include detailed cost estimate breakdown for each technology evaluated. Two versions (draft and final) of the pilot study summary report will be submitted.
Figure 2 – Pilot Study Locations and contamination contour
Pilot Study Locations
Task 4 – Final Corrective Action Plan (CAP): If the pilot study indicates that a full-scale remediation deployment is feasible for the site, a Corrective Action Plan (CAP) shall be developed to provide the details of the full-scale remedial actions for the cleanup of the entire groundwater plume and impacted soils to include detailed cost estimate breakdown with anticipated timeline to closure. Two versions (draft and final) of the FRP will be submitted. Plan will not be final until CVWWQB approved.
Site Characterization
5.0 Schedule of Deliverables
Format and review of deliverables. All submittals shall be provided to Reclamation in both electronic and hard copy format. For hard copies, six copies are required. Draft work products will be produced in Microsoft Word and/or Excel. Draft work products will be clearly designated as such on the cover page.
Final work products will be produced in both word and PDF format, fully editable, searchable and printable. Final work products will be clearly designed as such on the cover page. Assigned Reclamation personnel will provide written, consolidated comments within ten days of receipt. All documents shall meet Reclamation’s Visual Identity Program. The Reclamation Visual Identity Policy and Requirements are available on the Bureau of Reclamation Visual Identity Program Online Manual Website at http://www.usbr.gov/vip.
All deliverables shall be submitted to the following address:
6 hard copies accompanied by electronic version on CD Bureau of Reclamation – Central California Area Office Attention: Michael Biever 7794 Folsom Dam Road Folsom, California 95630
The Contractor shall designate a Project Coordinator who shall be the primary point of contact with Reclamation’s Contracting Officers Representative (COR) on all matters related to scheduling, invoicing, and technical matters.
The Contractor shall meet with the Reclamation, as needed, on a monthly basis throughout the duration of the project to report on project progress and review task milestones. The Contractor shall facilitate these meetings, provide meeting agendas, develop presentation materials describing project progress, and prepare meeting summary notes.
A pre-work meeting shall be held within 10 days after award of the contract, and prior to the beginning of work under the contract, at a time agreed upon by the contractor and the COR. The purpose of the meeting will be to review the contract and the work to be performed. The Contractor shall prepare a work schedule and a list of employees showing the days and times when tasks will be accomplished. Revised service schedules shall be submitted two (2) weeks prior to the end of the month and the new schedule shall begin no sooner than the beginning of the month following submittal.
The contractor shall provide financial breakdown to include estimated hours in support of their proposal.
The Contractor shall submit with the initial proposal a complete list of bio-based products, along with Material Safety Data Sheets (MSDS) indicating the name of the manufacturer, cost of each material, and the intended use of each of the materials that are to be used in carrying out the requirements of the contract. Additionally, the winning Contractor on each anniversary date of the contract shall compile a complete list of bio based products, including the information above, purchased to carry out the contract requirements. The Contractor shall list volume to be used and total cost for each individual product. This information will be used for reporting purposes. Contractors can find more information about the requirements of the Bio Preferred Program by visiting www.biopreferred.gov.
The Contractor shall not use any materials which the COR determines to be unsuitable for said purpose, or harmful to the surfaces to which it is to be applied. Any material which the COR suspects of not meeting safety standards shall be tested by a recognized laboratory at the contractors’ expense.
The Contractor shall provide an on-site point supervisor for contractual matters during all hours of operation and be responsible for maintaining satisfactory standards of employee competency, conduct, appearance, and integrity and shall be responsible for taking such disciplinary action with respect to his employees as may be necessary.
Each employee is expected to adhere to standards of behavior that reflect favorably on his/her employer and the Federal Government. No smoking is allowed in any building.
During performance of the contract, the Contractor shall keep the COR apprised of any changes in personnel to ensure that performance is not delayed by compliance with credentialing processes.
Task 1 Deliverables – Work and Safety Plan DUE DATE
1. Work plan and Schedule 10 work days after award
2. Site Health and Safety Plan 10 work days after award
3. Monthly invoice and progress reports Updated monthly, as needed
4. Meeting minutes, agendas, materials 5 work days after meeting
Task 2 Deliverables – Field Study DUE DATE
1. Pilot Study 3 technologies 30 days after completion of field tests
2. Well Field Test 12 weeks after review
3. Sampling and Analysis Plan 1 week Prior to implementation
Task 3 Deliverables – Pilot Study Summary Report DUE DATE
1. Draft Report w/cost estimate 30 days after review
2. Final Report w/cost estimate 2 weeks after review
Task 4 Deliverables - CAP DUE DATE
1. Fully implementable Corrective Action Plan (CAP) with cost estimate and closure timeline – CVWQB Approved
30 work days after review
The Contractor shall perform the operation in accordance with all Federal, State, and local agency environmental regulations.
The Contractor shall provide all necessary equipment to safely perform the work and shall be responsible for acquiring all required permits prior to start of work.
Where repair is required, the Contractor shall provide all equipment and materials necessary to perform the work.
The Contractor shall control all their operations during the performance of the work so as to ensure that the completed work meets all of the requirements. All contracted tasks must be completed during the scheduled day and time unless otherwise specified herein or authorized in advance by the Contracting Officer, or his/her authorized representative.
The Contractor shall provide environmental and engineering services required to evaluate and recommend appropriate course of action for each case.
The Contractor shall have competent representatives, who are fully authorized by him/her to act in his/her capacity to fulfill the Contractor’s obligation to the Bureau of Reclamation contract. All equipment, not covered in other sections of this contract, shall be of commercial quality, unless otherwise stated, and in a condition to adequately and safely perform services for which intended.
Copies of all pertinent insurance policies, state permits and licenses along with any other information required for project performance shall be made available to Reclamation staff upon request.
Caution and Safety: Safety is a special requirement that cannot be overstated. Wearing of hardhats is required in posted areas. The Contractor’s personnel will abide by all Bureau of Reclamation safety rules and regulations. The Contractor should direct any questions regarding safety to the Contracting Officer’s Representative. The Contractor’s equipment will meet all safety standards as required by Federal, State, and Occupational Safety and Health Act (OSHA) standards.
The Contracting Officer’s Representative may immediately terminate any procedure or operation under this contract that is in violation with the above or is an immediate obvious safety hazard. The Contractor shall not be entitled to any claim for damages resulting from the termination of operation for safety hazards or violations of safety precautions or because equipment is not of commercial quality.
The Contractor shall immediately notify the Contracting Officer’s Representative of all cases of death, occupational disease, or injury that occur within the scope of this contract.
Progress Reports. Progress reports associated with deliverables will be submitted along with invoices.
Invoices not accompanied by progress reports will not be considered for payment.
Contractor Payment Schedule. The Contractor may submit invoices for payment no more frequently than monthly and based on services delivered.
Coordination. The Contractor shall coordinate its work with the Government Point of Contact (POC) in the event the former is unavailable.
POC: Michael Biever, Bureau of Reclamation, Central California Area Office, 7794 Folsom Dam Rd., Folsom, California, (916) 989-7170 email: mbiever@usbr.gov.
6.0 Government Furnished Property
There is no Government Furnished Property. As a business professional, the Contractor will be expected to secure and provide all equipment necessary to perform the work described in the PWS.
The Government may provide office space, phones, desks, filing cabinets, information technology equipment, software and administrative supplies for contractor personnel while at government facilities, if required and available. The contractor shall specifically identify in their proposal the type, amount and time frames required for any Government resources excluding those listed above.
7.0 Security
Performance of this contract may require contractor personnel to have a Federal government-issued personal identification card before being allowed unsupervised access to a facility and/or information system. The Contracting Officer’s Representative (COR) or Point of Contact (POC) will be the sponsoring official, and will arrange for personal identity verification card issuance. Cards that have been lost, damaged, or stolen must be reported to the COR/POC and the Issuing Office within 24 hours. If re-issuance of expired credentials is needed, it will be coordinated through the COR/POC. At the end of contract performance, or when a contractor employee is no longer working under this contract, the Contractor will ensure that all identification cards are returned to the COR/POC.
8.0 Place of Performance
The site is located at Lake Berryessa at the former Putah Creek Resort, 7600 Knoxville Road, Napa, CA 94558.
9.0 Period of Performance:
All tasks completed within 270 days from date of order.
Work Schedule is standard government hours 8:00 am - 4:30 pm observing all federal holidays. The Contractor and Bureau of Reclamation will meet prior to the start of work to discuss the priorities and site requirements for the remediation and which locations to start. During the project the Contractor will be required to meet with Reclamation staff biweekly, or more as conditions warrant.
PERFORMANCE ASSESSMENT AND DISINCENTIVES
Monitoring Performance. During the course of the evaluation period, the COR/POC will track Contractor performance. Interim (mid-term) evaluations may be provided to identify strengths and weaknesses in the Contractor's performance during the period being evaluated. At the end of the period, the COR will assess the Contractor's performance in accordance with the Quality Assurance Surveillance Plan (QASP) and report to the Contracting Officer.
Contractor Self-Assessment. Following each evaluation period, the Contractor may provide a written self-assessment of its performance to the COR/POC to be considered in its report to the Contracting Officer. The self-assessment shall be submitted not later than 5 working days after the end of each evaluation period. The self-evaluation shall not exceed one page per PRS element. The self-assessment shall address both the strengths and weaknesses of the Contractor's performance during the evaluation period. Where deficiencies in performance are noted, the Contractor shall describe the actions planned or taken to correct such deficiencies and avoid their recurrence. The self-assessment itself will NOT be the basis for the Disincentives determination.
COR/POC Recommendation. The COR/POC will consider all evaluations and any other pertinent information, including Contractor self-assessment, and will prepare a report to the Contracting Officer with findings and recommendations. The Contractor will be provided a copy of the draft findings and recommendations of the COR/POC and will be afforded the opportunity to identify factual errors. The COR's draft recommendation is not subject to negotiation and the COR will not engage in discussions with the Contractor. Any errors identified by the Contractor will be addressed by the COR in its final report. The Contractor will be provided a copy of the final COR report at the same time the report is submitted to the Contracting Officer.
Payment Determination. The Contracting Officer may meet with the COR/POC to discuss the COR's report. The Contracting Officer will make a final determination in writing as to the percentage of work successfully completed, and the resulting payment to be made. A copy of the determination will be provided to the Contractor no later than 45 calendar days after the end of the period being evaluated. All Contracting Officer decisions regarding Disincentives are unilateral decisions made solely at the discretion of the Government.
Deduction. Notwithstanding any other clause of this contract, deduction of the Disincentive will be made within the later of 60 days after the end of the evaluation period or 30 days after receipt of an approved invoice.
The Quality Assurance Surveillance Plan (QASP) is one evaluation method the government uses to surveillance performance to determine whether the Contractor meets the standards of performance as defined in the PWS. The following performance requirements summary (PRS) will act as a QASP. The absence of a QASP for any contract requirement, however, shall not detract from its enforceability or limit the rights or remedies of the government under any other provision of the contract in determining the quality of the Contractor performance.
Performance Requirements Summary
The PRS chart (QASP) for each functional area of the contract requirement identifies the work requirement, contract reference, standard, method of surveillance, and work requirement weight. The Contractor’s performance of each contract requirement is evaluated on the basis of a number of performance elements such as Quality of Work, Quality Control, Scheduling, response, timely completion, and compliance with safety or labor standards. The applicable performance elements of each contract requirement are identified in the PRS.
The PRS chart:
Lists those requirements (column 1, Task and Critical Subtasks) which are required to be performed by the Contractor. The absence of any contract requirement from the PRS, however, shall not detract from its enforceability or limit the rights or remedies of the Government under any other clause of the contract.
Defines the standard of performance for each listed service (column 2, Quality Standards).
Sets forth the maximum allowable deviation (maximum error rate/acceptable quality level) from perfect performance for each listed service (column 3, Maximum Error Rate or Performance Requirement) that may occur before the Government will invoke the negative past performance evaluation.
Sets forth the primary surveillance methods the Government will use to evaluate the Contractor’s performance in meeting the contract requirements (column 4, Method of Surveillance).
Sets forth the Incentive and Disincentive that may occur when evaluating the Contractor’s performance in meeting the contract requirements (column 5, Incentive/Disincentive).
Performance Requirements Summary Chart/Quality Assurance Surveillance Plan (QASP) Performance
Objective/Required Service
Standard (Paragraph Number)
Acceptable Quality Level
(AQL/MER)
Method of Surveillance Incentive/Disincentive
Task 1
1. Work plan and Schedule
2. Site Health and Safety Plan
3. Monthly invoice and progress reports
4. Meeting minutes, agendas, materials
In accordance with Section 4 Task 1 of performance work statement (PWS) prepare Pilot Study Work plan and Site Safety and Health Plan
Contractor shall ensure all documents meet visual identity standards and for official use only criteria as stated in section 4 and 5 of PWS to include 6 hard copies and CD
Contractor coordinates work efforts with Reclamation Personnel 100% of the time while onsite (No deviation) and with by point of contact (POC) designated in section 5 of PWS while offsite
Periodic Surveillance
Reclamation Personnel Complaints
Acceptance by POC designated in section 5 of
PWS
Positive Incentive – Positive past performance evaluation.
Negative Incentive – Negative past performance evaluation.
Task 2
1. Pilot Study 3 technologies
2. Well Field Test
3. Sampling and Analysis Plan
In accordance with section 4 task 2 of PWS
Contractor coordinates work efforts with Reclamation Personnel 100% of the time while onsite (No deviation) and with by point of contact (POC) designated in section 5 of PWS while offsite
Acceptance by POC designated in section 5 of
PWS
Positive Incentive – Positive past performance evaluation.
Negative Incentive – Negative past performance evaluation.
Task 3
1. Draft Report w/cost estimate
2. Final Report w/cost estimate
In accordance with section 4 task 3 of PWS, performance period stated in section 9 of
PWS
Results included in final documents associated with deliverable 2
Contractor coordinates work efforts with Reclamation Personnel 100% of the time while onsite (No deviation) and with by point of contact (POC) designated in section 5 of PWS while offsite
POC acceptance final compliance audit results
Positive Incentive – Positive past performance evaluation.
Negative Incentive – Negative past performance evaluation.
Task 4
1. Fully implementable Corrective Action Plan (CAP) with cost estimate and closure timeline – CVWQB Approved
In accordance with section 4 task 3 of PWS, performance period stated in section 9 of
PWS
Contractor coordinates work efforts with Reclamation Personnel 100% of the time while onsite (No deviation) and with by POC.
POC acceptance final compliance audit results
Positive Incentive – Positive past performance evaluation.
Negative Incentive – Negative past performance evaluation.
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