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Home My WebLink AboutStaff Report 8062City of Palo Alto (ID # 8062) City Council Staff Report Report Type: Consent Calendar Meeting Date: 6/19/2017 City of Palo Alto Page 1 Summary Title: RWQCP Ash Contract Amendment with PSC Industrial Outsourcing Title: Approval of Amendment Number 1 to Contract Number C16161852 With PSC Industrial Outsourcing, LP (PSC) to Increase Compensation for the Second and Third Contract Years By $102,217 for a Total Not-to-Exceed Contract Amount of $585,920 to Address Higher Landfill Disposal Costs for the Transportation and Disposal of ash From the Regional Water Quality Control Plant From: City Manager Lead Department: Public Works Recommendation Staff recommends that Council approve Amendment Number 1 to Contract C16161852 (Attachment A)with PSC Industrial Outsourcing, LP (PSC) to increase the compensation by $102,217 for the remaining Years 2 and 3 of the contract for a total amount not-to-exceed $585,920 for transportation and disposal of ash and sludge for the Regional Water Quality Control Plant (RWQCP). Background The RWQCP produces approximately two tons per day of ash from its sewage sludge incinerators. Ash pickups are weekly and average 11 to 15 tons per pickup. In recent years, annual ash transport and disposal service has been between 605 to 723 tons. The ash has been managed as a state hazardous waste and placed in a hazardous waste landfill instead of a standard landfill since 2007. There are only two landfill options within California for disposal of California hazardous waste. Discussion PSC transports the ash to a state hazardous waste treatment facility operated by Waste Management. The facility is fully permitted to receive hazardous waste. City of Palo Alto Page 2 The facility is located west of I-5 near the unincorporated area of Kettleman City, approximately 186 miles from the RWQCP. As the first contract year (4/4/16 to 4/3/17) neared completion, PSC requested a meeting with Public Works Department staff to discuss contract price Bid Item A- 1-disposal cost of ash (Attachment C). PSC has been paying a disposal fee of $135/ton to Waste Management roughly since the start of Contract Year 1, which is a much higher expense than PSC’s Bid Item A-1 unit price of $65/ton (Year 1). PSC absorbed the disposal price increase throughout Contract Year 1 and requested an increase to $135/ton from Palo Alto for future contract years. Staff verified Waste Management landfill invoices from Contract Year 1 to justify PSC’s price increase request for contract Years 2 and 3. Staff evaluated rebidding the work in consultation with Administrative Services Department staff. The original request for quotation (RFQ 161852, Staff Report ID# 6696, Attachment B) resulted in two qualified contractors: PSC and Clean Harbors Environmental Services, Inc. In that solicitation, PSC provided the lowest bid for one-year, two-year,and three-year contract terms. Clean Harbors was approximately $299,308 more expensive for the three contract years. Even with the currently proposed disposal increase to $135/ton for contract Years 2 and 3, Clean Harbors is still approximately $100,247 more expensive than PSC. Therefore, staff does not recommend rebidding the work. Instead, staff recommends approval of the price increase for Bid Item A-1 (Attachment C) for the second and third contract year in an amount not-to-exceed $102,217, for a total contract amount not-to-exceed of $585,920, consistent with the $135/ton disposal cost. Resource Impact Funds for Year 2 of the contract have been appropriated in the FY 2017 adopted budget and are proposed in the FY 2018 Wastewater Treatment Enterprise Fund operating proposed budget. Funds for Year 3 are contingent upon Council approval of the budget for subsequent years. Policy Implications This recommendation does not represent any change to existing City policies. City of Palo Alto Page 3 Environmental Review The recommended action is exempt from review under the California Environmental Quality Act pursuant to CEQA Guidelines Section 15301 (b), which exempts negligible expansion of an existing use including operation of publicly- owned sewerage services, structures, facilities, mechanical equipment, or topographical features. Attachments: ·Attachment A: C16161852-Amendment No.1 ·Attachment B: 6696 Transportation and Disposal of Ash and Sludge ·Attachment C: Modified Fee Schedule for Years 2 and 3 1 Revision July 20, 2016 AMENDMENT NO. 1 TO CONTRACT NO. C16161852 BETWEEN THE CITY OF PALO ALTO AND PSC INDUSTRIAL OUTSOURCING, LP This Amendment No. 1 to Contract No. C16161852 (“Contract”) is entered into June 19, 2017, by and between the CITY OF PALO ALTO, a California chartered municipal corporation (“CITY”), and PSC INDUSTRIAL OUTSOURCING, LP, a Delaware Limited Liability Partnership, located at 5151 San Felipe, Ste. 1100 , Houston, TX 77056 (CONTRACTOR). R E C I T A L S A. The Contract was entered into between the parties on March 2, 2016 for a three-year term for transportation and disposal of ash and sludge from the Regional Water Quality Control Plant to a hazardous materials landfill, with a maximum compensation of Four Hundred Eighty Three Thousand Seven Hundred Three Dollars and Fifty Six Cents ($483,703.56). B. The parties now wish to amend the Contract by increasing the compensation for the second and third years of the Contract term to reflect the higher actual cost of disposal at the landfill than reflected in the bid. NOW, THEREFORE, in consideration of the covenants, terms, conditions, and provisions of this Amendment, the parties agree: SECTION 1. Section 5 “COMPENSATION FOR ORIGINAL TERM.” is hereby amended to read as follows: “A sum calculated in accordance with the fee schedule set forth at Exhibit C, not to exceed a total maximum compensation amount of Five Hundred Eighty Five Thousand Nine Hundred Twenty Dollars and Sixty One Cents ($585,920.61). “CONTRACTOR agrees that it can perform the Services for an amount not to exceed the total maximum compensation set forth above. Any hours worked or services performed by CONTRACTOR for which payment would result in a total exceeding the maximum amount of compensation set forth above for performance of the Services shall be at no cost to CITY. “ SECTION 2. The following exhibit(s) to the Contract is/are hereby added to read as set forth in the attachment(s) to this Amendment, which are incorporated in full by this reference: a. Exhibit “C-1” entitled “SCHEDULE OF FEES”. DocuSign Envelope ID: 2E340B4E-8E93-47E8-80B8-81A8BC90E70A 2 Revision July 20, 2016 SECTION 3. Except as herein modified, all other provisions of the Contract, including any exhibits and subsequent amendments thereto, shall remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have by their duly authorized representatives executed this Agreement on the date first above written. CITY OF PALO ALTO City Manager (Contract over $85k) APPROVED AS TO FORM: City Attorney or designee (Contract over $25k) Contracts Administrator (Checklist Approval) PSC INDUSTRIAL OUTSOURCING, LP Officer 1 By: Name: Title: Attachment: EXHIBIT "C-1": SCHEDULE OF FEES DocuSign Envelope ID: 2E340B4E-8E93-47E8-80B8-81A8BC90E70A CFO Jeffrey A. Stocks Attachment C: Modified Fee Schedule Summary, Contract Years 2 and 3 C16161852: Transportation and Disposal of Ash and Sludge Bid Item Bid Schedule Section Description UOM Qty PSC Unit Price PSC Line Total Year 2 A‐1A: ash hauling & disposal Disposal cost of ash 2 TON 723 $135.00 $97,605.00 A‐2A: ash hauling & disposal Transportation cost of ash:LOAD 53 $1,236.00 $65,508.00 A‐3A: ash hauling & disposal Liner installation fee for ash ‐ per load LOAD 53 $51.50 $2,729.50 A‐4A: ash hauling & disposal Bin Rental for ash DAYS 365 $9.27 $3,383.55 A‐5A: ash hauling & disposal CA Non‐RCRA taxes for ash; based on the most current CA BOE schedule TON 723 $25.55 $18,472.65 A‐6A: ash hauling & disposal Local taxes for ash, as necessary, per ton TON 723 $7.15 $5,169.45 A‐7A: ash hauling & disposal Surcharges/fees for ash, lump sum LS 1 $0.00 $0.00 Subtotal $192,868.15 B‐1B: sludge hauling & disposal Disposal cost of sludge TON 150 $22.66 $3,399.00 B‐2B: sludge hauling & disposal Transportation cost for sludge LOAD 12 $618.00 $7,416.00 B‐3B: sludge hauling & disposal Liner installation fee for sludge ‐ per load LOAD 12 $51.50 $618.00 B‐4B: sludge hauling & disposal Bin Rental DAYS 12 $9.27 $111.24 B‐5B: sludge hauling & disposal Local taxes, as necessary, per ton TON 150 $0.00 $0.00 B‐6B: sludge hauling & disposal Surcharges/fees for sludge, lump sum LS 1 $0.00 $0.00 B‐7B: sludge hauling & disposal Roll‐off bin mobilization during backup sludge hauling service EA 6 $463.50 $2,781.00 B‐8B: sludge hauling & disposal Onsite truck and truck driver to move empty and full bins in and out of incinerator building during backup sludge handling service HR 48 $97.85 $4,696.80 Subtotal $19,022.04 Contract Year 1, Total for Bid Schedules A and B Subtotal $156,492.79 Original Contract Year 2, Total for Bid Schedules A and B Subtotal $161,187.57 Add Y2 Funds Revised Contract Year 2, Total for Bid Schedules A and B Subtotal $211,890.19 $50,702.62 Price Increases Estimated price increase ‐ Year 3 1 % 1 3.00% $5,647.44 Original Contract Year 3, Total for Bid Schedules A and B $166,023.20 Add Y3 Funds Revised Contract Year 3, Total for Bid Schedules A and B $217,537.63 $51,514.43 Total Additional Fund $102,217.05 Note 1: 3rd year contract price increases on items A‐1, 2, 3, and 4, and B‐1, 2, 3, 4, 7, and 8 only Original Not To Exceed $483,703.56 Note 2: PSC price increase request on bid item A‐1 from $66.95/ton in contract year two for a new price of $135/ton Revised Not to Exceed $585,920.61 UOM = unit of measurement; Qty = quantity; LS = lump sum; EA = each; HR = hour Page 2 of 2 EXHIBIT C-1 SCHEDULE OF FEES AMENDMENT NO. 1 DocuSign Envelope ID: 2E340B4E-8E93-47E8-80B8-81A8BC90E70A City of Palo Alto (ID # 6696) City Council Staff Report Report Type: Consent Calendar Meeting Date: 4/4/2016 City of Palo Alto Page 1 Summary Title: Transportation and Disposal of Ash and Sludge Title: Approval of a Wastewater Treatment Fund Contract With PSC Industrial Outsourcing, Inc. in a Total Amount Not- to-Exceed $483,703.56 for a Three- Year Term to Transport and Dispose of Ash and Sludge for the Regional Water Quality Control Plant From: City Manager Lead Department: Public Works Recommendation Staff recommends that Council approve and authorize the City Manager or his designee to execute the attached contract with PSC Industrial Outsourcing, LP (PSC) for a period of three years not to exceed amount of $483,703.56 for transportation and disposal of ash and sludge for the Regional Water Quality Control Plant (Attachment A). Background The Regional Water Quality Control Plant (RWQCP) produces approximately two tons per day of ash from its sewage sludge incinerators. Ash pickups are weekly and average 11 to 15 tons per pickup. In recent years, annual ash transport and disposal service has been between 605 to 723 tons. Engineering design of a Sludge Dewatering and Loadout Facility (Staff Report ID #5295) is nearly complete with construction of the facility scheduled for completion in summer 2019. This will allow for the retirement of the incinerators after 47 years of service. The ash has been managed as a state hazardous waste and placed in a hazardous waste landfill instead of a standard landfill since 2007. Staff has investigated the origin of the soluble copper that violates the state (but not federal) hazardous waste criteria. Staff has not been able to determine the cause of the soluble copper or any practical treatment modifications. The soluble copper forming in Attachment B City of Palo Alto Page 2 the ash during sludge incineration has not impacted the plant’s air or water discharges. If the soluble copper level drops below state thresholds for hazardous waste or hazardous waste stabilization during the contract term, the ash will be directed to an approved landfill at lower cost. During the contract term, it is expected that soluble copper levels will remain above 40 parts per million and require disposal as hazardous waste requiring stabilization. The existing ash hauler is Clean Harbors Environmental Services, Inc. (Clean Harbors). Clean Harbors has hauled the ash from 2013 to present. Veolia hauled the plant ash from 2010 to the 2013. PSC hauled and disposed of the plant’s ash from 2007 to 2010. PSC provided satisfactory service between 2007 and 2010. Discussion PSC will dedicate two sealed bins for ash hauling service. PSC will pick up a full bin of ash once a week and replace it with an empty bin. PSC will transport the ash to a state hazardous waste treatment facility operated by Waste Management. The facility is fully permitted to receive hazardous waste. The facility is located west of I-5 near the unincorporated area of Kettleman City, approximately 186 miles from the Plant. The City’s two sewage sludge incinerators have been operating reliably since 1972, without any serious disruption to the incineration process. However, it is possible that extended incinerator downtime would leave the City without readily available sludge treatment and disposal alternatives. As a backup to ash disposal, PSC will provide emergency sludge transport and disposal in the event the plant’s two sewage sludge incinerators are both inoperative for a period of more than approximately four days. Like the ash, PSC has proposed disposal of the raw sludge at the Waste Management Kettleman Hills Facility. East Bay Municipal Utilities District (EBMUD) in Oakland, California is an alternate sludge disposal location during emergency situations. EBMUD has the necessary permits as well as the experience treating raw sludge from other wastewater treatment agencies. It can treat sludge on a short-term basis during emergencies and digester maintenance (e.g., for Richmond, California, Central Marin Sanitation Agency, and others). Summary of Bid Process City of Palo Alto Page 3 A request for quotation for the project was posted on the City’s procurement site and sent to 91 bidders. The bidding period was 31 days. Bids were received from two qualified contractors on February 23, 2016 as listed on the attached bid summary (Attachment B). Staff has reviewed all bids submitted. Bids ranged from a high of $253,336.80 (Clean Harbors) to a low bid of $156,492.79 (PSC). Staff recommends that the bid of $156,492.79 submitted by PSC be accepted and that PSC be declared the lowest responsible bidder. PSC provided the lowest bid for both one-year, two-year and three-year contract terms. Staff checked references supplied by the contractor for previous work performed and found no significant complaints. Staff also checked the Contractor's State License Board and found the contractor has an active license on file. Bid Name/Number Transportation and Disposal of Ash and Sludge / RFQ 161852 Proposed Length of Project 1 year with option to extend two additional years Number of Bids Mailed to Contractors 91 notified through PlanetBids Number of Bids Mailed to Builder’s Exchanges 0 Number of downloads 7 prospective bidders, (2 of 7 are Builder’s exchanges) Total Days to Respond to Bid 31 Pre-Bid Meeting? Yes Number of Company Attendees at Pre-Bid Meeting? 2 Number of Bids Received: 2* Bid Price Range From a low of $156,492.79 to a high of $253,336.80 – 1st contract year From a low of $483,703.56 to a high of $783,011.45 – all 3 contract years *Bid summary provided in Attachment B. Resource Impact Funds for the first year of the contract have been appropriated in the FY 2016 Wastewater Treatment Enterprise Fund operating budget. Fund for years two and City of Palo Alto Page 4 three are contingent upon Council approval of the budget for each subsequent year. Policy Implications This recommendation does not represent any change to existing City policies. Environmental Review The recommended action is exempt from review under the California Environmental Quality Act pursuant to CEQA Guidelines Section 15301 (b), which exempts negligible expansion of an existing use including operation of publicly- owned sewerage services, structures, facilities, mechanical equipment, or topographical features. Attachments: Attachment A: Contract C16161852 (PDF) Attachment B: RFQ 161852 Bid Results Summary (PDF) Attachment A OocuSlgn Envelope ID: 44BF9083-A76E-4EF1-9A95-3F616E433470 CITY OF PALO ALTO CONTRACT NO. C16161852 GENERAL SERVICES AGREEMENT THIS AGREEMENT made and entered into on the 2"d day of March, 2016, by and between the CITY OF PALO ALTO, a California chartered municipal corporation ("CITY11 ), and PSC INDUSTRIAL OUTSOURCING, LP1 a Delaware Limited Liability Partnership, located at 5151 San Felipe, Ste 1.6019~ Houston, TX 77056, Telephone Number: 925-244-1803 ("CONTRACTOR"). In consideration of their mutual covenants, the parties hereto agree as follows: 1. SERVICES. CONTRACTOR shall provide or furnish the services (the "Services") described in the Scope of Services, attached at Exhibit A. 2. EXHIBITS. Th e following exhibits are attached to and made a part of this Agreement: rz1 "A" -Scope of Services [8J"A-1" -Lab Data ~"A-2" -Ash Bin Cover Diagram [8J "B" -Schedule of Performance [8J "C'1 -Schedule of Fees i:8J"D" -Insurance Requirements CONTRACT IS NOT COMPLETE UNLESS ALL INDICATED EXHIBITS ARE ATTACHED- 3. TERM. The term of this Agreement is from April 4, 2016 to April 3, 2019 inclusive, subject to the provisions of Sections Q and V of the General Terms and Conditions. 4. SCHEDULE OF PERFORMANCE. CONTRACTOR shall complete the Services within the term of this Agreement in a reasonably prompt and timely manner based upon the circumstances and direction communicated to CONTRACTOR, and if applicable, in accordance with the schedule set forth in the Schedule of Performance, attached at Exhibit B. Time is of the essence in this Agreement. S. COMPENSATION FOR ORIGINAL TERM. CITY shall pay and CONTRACTOR agrees to accept as not-to-exceed compensation for the full performance of the Services and reimbursable expenses, if any: Rev. February 22, 2016 DocuSign Envelope ID: 448F9D83·A76E·4EF1-9A95-3F616E43S47D r The total ma)<irnum lurnp surn compensation of OR dollars($ ); The sum of dollars ($ per hour, not to exceed a total maximum compensat·ion amount of dollars ($ ); OR P A sum calcu lated in accordance with the fee schedule set forth at Exhibit C, not to exceed a total maximum compensation amount of four hundred eighty three thousand seven hundred three dollars and fifty six cents ($483,703.56). CONTRACTOR agrees that it can perform the Services for an amount not to exceed the total maximum compensation set forth above. Any hours worked or services performed by CONTRACTOR for which payment would result in a total exceeding the maximum amount of compensation set forth above for performance of the Services shall be at no cost to CITY, r CITY has set aside the sum of dollars ($ ) for Additional Services. CONTRACTOR shall provide Additional Services only by advanced, written authorization from the City Manager or designee. CONTRACTOR, at the CITY's request, shall submit a detailed written proposal including a description of the scope of services, schedule, level of effort, and CONTRACTOR's proposed maximum compensation, including reimbursable expense, for such services. Compensation shall be based on the hourly rates set forth above or in Exhibit C (whichever is applicable), or if such rates are not applicable, a negotiated lump sum. CITY shall not authorize and CONTRACTOR shall not perform any Additional Services for which payment would exceed the amount set forth above for Additional Services. Payment for Additional Services is subject to all requirements and restrictions in this Agreement. 6. COMPENSATION DURING ADDITIONAL TERMS. r CONTRACTOR'S compensation rates for each additional term shall be the same as the original term; OR r CONTRACTOR's compensation rates shall be adjusted effective on the commencement of each Additional Term. The lump sum compensation amount, hourly rates, or fees, whichever is applicable as set forth in section 5 above, shall be adjusted by a percentage equal to the change in the Consumer Price Index for Urban Wage Earners and Clerical Workers for the San Francisco-Oakland-San Jose area, published by the United States Department of Labor Statistics (CPI) which is published most immediately preceding the commencement of the applicable Additional Rev. Fcbruary22, 2016 DocuS[gn Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E433470 Term, which shall be compared with the CPI published most Immediately preceding the commencement date of the then expiring term. Notwithstanding the foregoing, in no event shall CONTRACTOR's compensation rates be increased by an amount exceeding five percent of the rates effective during the immediately preceding term. Any adjustment to CONTRACTOR's compensation rates shall be reflected in a written amendment to this Agreement. 7. INVOICING. Send all invoices to CITY, Attention: Project Manager. The Project Manager is: James Allen1 Dept.: Water Quality Control Plant, Telephone: (650) 329-2243. Invoices shall be submitted in arrears for Services performed. Invoices shall not be submitted more frequently than monthly. Invoices shall provide a detailed statement of Services performed during the invoice period and are subject to verification by CITY. CITY shall pay the undisputed amount of invoices within 30 days of receipt. GENERAL TERMS AND CONDITIONS A. ACCEPTANCE. CONTRACTOR accepts and agrees to all terms and conditions of this Agreement. This Agreement includes and is limited to the terms and conditions set forth in sections 1 through 6 above, these general terms and conditions and the attached exhibits. B. QUALIFICATIONS. CONTRACTOR represents and warrants that it has the expertise and qualifications to complete the services described in Section 1 of this Agreement, entitled "SERVICES," and that every individual charged with the performance of the services under this Agreement has sufficient skill and experience and is duly licensed or certified, to the extent such licensing or certification is required by law, to perform the Services. CITY expressly relies on CONTRACTOR's representations regarding its skills, knowledge, and certifications. CONTRACTOR shall perform all work in accordance with generally accepted business practices and performance standards of the Industry, including all federal, state, and local operation and safety regulations. C. INDEPENDENT CONTRACTOR. It is understood and agreed that in the performance of this Agreement, CONTRACTOR and any person employed by CONTRACTOR shall at all times be considered an independent CONTRACTOR and not an agent or employee of CITY. CONTRACTOR shall be responsible for employing or engaging all persons necessary to complete the work required under this Agreement. D. SUBCONTRACTORS. CONTRACTOR may not use subcontractors to perform any Services under this Agreement unless CONTRACTOR obtains prior written Rev. February 22, 2016 DocuSlgn Envelope ID: 448F9083·A76E-4EF1 -9A95-3F616E433470 consent of CITY. CONTRACTOR shall be solely responsible for directing the work of approved subcontractors and for any compensation due to subcontractors. E. TAXES AND CHARGES. CONTRACTOR shall be responsible for payment of all taxes, fees, contributions or charges applicable to the conduct of CONTRACTOR's business. F. COMPLIANCE WITH LAWS. CONTRACTOR shall in the performance of the Services comply with all applicable federal, state and local laws, ordinances, regulations, and orders. G. PALO ALTO M INIMUM WAGE ORDINANCE. CONTRACTOR shall comply with all requirements of the Palo Alto Municipal Code Chapter 4.62 (Citywide Minimum Wage), as it may be amended from time to time. In particular, for any employee otherwise entitled to the State minimum wage, who performs at least two (2) hours of work in a calendar week within the geographic boundaries of the City, CONTRACTOR shall pay such employees no less than the minimum wage set forth in Palo Alto Municipal Code section 4.62.030 for each hour worked within the geographic boundaries of the City of Palo Alto. In addition, CONTRACTOR shall post notices regarding the Palo Alto Minimum Wage Ordinance in accordance with Palo Alto Municipal Code section 4.62.060. H. DAMAGE TO PUBLIC OR PRIVATE PROPERTY. CONTRACTOR shall, at its sole expense, repair in kind, or as the City Manager or designee shall direct, any damage to public or private property that occurs in connection with CONTRACTOR's performance of the Services. CITY may decline to approve and may withhold payment in whole or in part to such extent as may be necessa ry to protect CITY from loss because of defective work not remedied or other damage to the CITY occurring in connection with CONTRACTOR's performance of the Services. CITY shall submit written documentation in support of such withholding upon CONTRACTOR's request. When the grounds described above are removed, payment shall be made for amounts withheld because of them. I. WARRANTIES. CONTRACTOR expressly warrants that all services provided under this Agreement shall be performed in a professional and workmanlike man ner in accordance with generally accepted business practices and performance standards of the industry and the requirements of this Agreement. CONTRACTOR expressly warrants that all materials, goods and equipment provided by CONTRACTOR under this Agreement shall be flt for the particular purpose intended, shall be free from defects, and shall conform to the requirements of this Agreement. CONTRACTOR agrees to promptly replace or correct any material or service not in compliance with these warranties, including incomplete, inaccurate, or defective material or service, at no further cost to CITY. The warranties set forth in this section sha ll be in effect for a period Rev. February 22, 2016 DoouSi{ln Envelope ID: 448F9083-A76E-4ff1 -9A95-3F616E433470 of one year from completion of the Services and shall survive the completion of the Services or termination of this Agreement. J. MONITORING OF SERVICES. CITY may monitor the Services performed under this Agreement to determine whether CONTRACTOR's work is completed in a satisfactory manner and complies with the provisions of this Agreement. K. CITY'S PROPERTY. Any reports, information, data or other material (including copyright interests) developed, collected, assembled, prepared, or caused to be prepared under this Agreement will become the property of CITY without restriction or limitation upon their use and will not be made available to any individual or organization by CONTRACTOR or its subcontractors, if any, without the prior written approval of the City Manager. L. AUDITS. CONTRACTOR agrees to permit CITY and its authorized representatives to audit, at any reasonable time during the term of this Agreement and for three (3) years from the date of final payment, CONTRACTOR's records pertaining to matters covered by this Agreement. CONTRACTOR agrees to maintain accurate books and records in accordance with generally accepted accounting principles for at least three (3) following the terms of this Agreement. M. NO IMPLIED WAIVER. No payment, partial payment, acceptance, or partial acceptance by CITY shall operate as a waiver on the part of CITY of any of its rights under this Agreement. N. INSURANCE. CONTRACTOR, at its sole cost, shall purchase and maintain in full force during the term of this Agreement, the insurance coverage described at Exhibit D. Insurance must be provided by companies with a Best's Key Rating of A-:Vll or higher and which are otherwise acceptable to CITY's Risk Manager. The Risk Manager must approve deductibles and self-insured retentions. In addition, all policies, endorsements, certificates and/or binders are subject to approval by the Risk Manager as to form and content. CONTRACTOR shall obtain a policy endorsement naming the City of Palo Alto as an add.itional insured under any general liability or automobile policy. CONTRACTOR shall obtain an endorsement stating that the insurance is primary coverage and will not be canceled or materially reduced in coverage or limits until after providing 30 days prior written notice of the cancellation or modification to the Risk Manager. CONTRACTOR shall provide certificates of such policies or other evidence of coverage satisfactory to the Risk Manager, together with the required endorsements and evidence of payment of premiums, to CITY concurrently with the execution of this Agreement and shall throughout the term of this Agreement provide cu rrent certificates evidencing the required insurance coverages and endorsements to the Risk Manager. CONTRACTOR shall include all subcontractors as insured under its policies or shall obtain and provide to CITY Rov. February 22, 2016 DocuSign Envelope ID: 448F9083·A76E·4EF1 -9A95-3F616E433470 separate certificates and endorsements for each subcontractor that meet all the requirements of this section. The procuring of such required policies of insurance shall not operate to limit CONTRACTOR's liability or obligation to indemnify CITY under this Agreement. 0 . HOLD HARMLESS. To the fullest extent permitted by law and without limitation by the provisions of section M relating to insurance, CONTRACTOR shall Indemnify, defend and hold harmless CITY, its Council members, officers, employees and agents from and against any and all demands, claims, injuries, losses, or liabilities of any nature, including death or injury to any person, property damage or any other loss and including without limitation all damages, pena lties, fines and judgments, associated investigation and administrative expenses and defense costs, including, but not limited to reasonable attorney's fees, courts costs and costs of alternative dispute resolution), arising out of, or resulting in any way from or in connection with the performance of this Agreement. CONTRACTOR's obligations under this Section apply regardless of whether or not a liability is caused or contributed to by any negligent (passive or active) act or omission of CITY, except that CONTRACTOR shall not be obligated to indemnify for liability arising from the sole negligence or willful misconduct of CITY. The acceptance of the Services by CITY shall not operate as a waiver of the right of indemnification. The provisions of this Section survive the completion of the Services or termination of this Agreement. P. NON-DISCRIMINATION. As set forth in Palo Alto Municipal Code section 2.30.510, CONTRACTOR certifies that in the performance of this Agreement, it shall not discriminate in the employment of any person because of the race, skin color, gender, age, religion, disability, national origin, ancestry, sexual orientation, housing status, marital status, familial status, weight or height of such person. CONTRACTOR acknowledges that it has read and understands the provisions of Section 2.30.510 of the Palo Alto Municipal Code relating to Nondiscrimination Requirements and the penalties for violation thereof, and agrees to meet all requirements of Section 2.30.510 pertaining to nondiscrimination in employment. Q. WORKERS' COMPENSATION. CONTRACTOR, by executing this Agreement, certifies that it is aware of the provisions of the Labor Code of the State of California which require every employer to be insured against liabillty for workers' compensation or to undertake self-insurance in accordance with the provisions of that Code, and certifies that it will comply with such provisions, as applicable, before commencing and during the performance of the Services. R. TERMINATION. The City Manager may terminate this Agreement without cause by giving ten (10) days' prior written notice thereof to CONTRACTOR. If CONTRACTOR fails to perform any of its material obligations under this Rev. February 22, 2.016 DoouSign Envelope ID: 448F9D83·A76E·4EF1 ·9A95·3F616E43347D Agreement, in addition to all other remedies provided by law, the City Manager may terminate this Agreement immediately upon written notice of termination. Upon receipt of such notice of termination, CONTRACTOR shall immediately discontinue performance. CITY shall pay CONTRACTOR for services satisfactorily performed up to the effective date of termination. If the termination if for cause, CITY may deduct from such payment the amount of actual damage, if any, sustai ned by CITY due to CONTRACTOR's failure to perform its material obligations under this Agreement. Upon termination, CONTRACTOR shall immediately deliver to the City Manager any and all copies of studies, sketches, drawings, computations, and other material or products, whether or not completed, prepared by CONTRACTOR or given to CONTRACTOR, in connection with this Agreement. Such materials shall become the property of CITY. S. ASSIGNMENTS/CHANGES. This Agreement binds the parties and their successors and assigns to all covenants of this Agreement. This Agreement shall not be assigned or transferred without the prior written consent of CITY. No amendments, changes or variations of any kind are authorized without the written consent of CITY. T. CONFLICT OF INTEREST. In accepting this Agreement, CONTRACTOR covenants that it presently has no interest, and will not acquire any interest, direct or indirect, financial or otherwise, which would conflict in any manner or degree with the performance of this Contract. CONTRACTOR further covenants that, in the performance of this Contract, it will not employ any person having such an interest. CONTRACTOR certifies that no CITY Officer, employee, or authorized representative has any financial interest in the business of CONTRACTOR and that no person associated with CONTRACTOR has any interest, direct or indirect, which could conflict with the faithful performance of this Contract. CONTRACTOR agrees to advise CITY if any conflict arises. U. GOVERN ING LAW. This contract shall be governed and interpreted by the laws of the State of California. V. ENTIR E AGREEMENT. This Agreement, induding all exhibits, represents the entire agreement between the parties with respect to the services that may be the subject of this Agreement. Any variance in the exhibits does not affect the validity of the Agreement and the Agreement itself controls over any conflicting provisions in the exhibits. This Agreement supersedes all prior agreements, representations, statements, negotiations and undertakings whether oral or written. W. NON-APPROPRIATION. This Agreement is subject to the fiscal provisions of the Charter of the City of Palo Alto and the Palo Alto Municipal Code. This Agreement will terminate without any penalty (a) at the end of any fiscal year in Rev. February 22. 2016 DoauSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E433470 the event that f unds are not appropriated for the following fiscal year, or (b) at any time within a fiscal year ih the event that funds are only appropriated for a portion of the fiscal year and funds for this Contract are no longer available. This Section shall take precedence in the event of a conflict with any other covenant, term, condition, or provision of this Contract. X. ENVIRONMENTALLY PREFERRED PURCHASING AND ZERO WASTE REQUIREMENTS. CONTRACTOR shall comply with CITY's Environmentally Preferred Purchasing policies which are available at CITY's Purchasing Division, which are incorporated by reference and may be amended from time to time. CONTRACTOR shall comply with waste reduction, reuse, recycling and disposal requirements of CITY's Zero Waste Program. Zero Waste best practices include first minimizing and reducing waste; second, reusing waste and third, recycling or composting waste. In particular, CONTRACTOR shall comply with the following zero waste requirements: • All printed materials provided by CONTRACTOR to CITY generated from a personal computer and printer including but not limited to, proposals, quotes, invoices, reports, and public education materials, shall be double- sided and printed on a minimum of 30% or greater post-consumer content paper, unless otherwise approved by CITY's Project Manager. Any submitted materials printed by a professional printing company shall be a minimum of 30% or greater post-consumer material and printed with vegetable based inks. • Goods purchased by Contractor on behalf of CITY sha ll be purchased in accordance with CITY's Environmental Purchasing Policy including, but not limited to, Extended Producer Responsibility requirements for products and packaging. A copy of this policy is on file at the Purchasing Division's office, • Reusable/returnable pallets shall be taken back by CONTRCATOR, at no additional cost to CITY1 for reuse or recycling. CONTRACTOR shall provide documentation from the facility accepting the pallets to verify that pallets are not being disposed_ Y. AUTHORITY. The individual(s) executing this Agreement on behalf of the parties represent and warrant that they have the legal capacity and authority to do so on behalf of their respective legal entities. Z. CONTRACT TERMS: All unchecked boxes do not apply to this Agreement. In the case of any conflict between the terms of th ls Agreement and the exhibits hereto or CONTRACTOR's proposal (if any), the Agreement shall control. In the case of any conflict between the exhibits hereto and CONTRACTOR's proposal, the exhibits shall control. Rev. February 22, 2016 DocuSign Envelope ID: 448F9D83-A76E-4EF1·9A95-3F816E43347D AA.DIR REGISTRATION. In regard to any public work construction, alteration, demolition, repair or maintenance work, CITY will not accept a bid proposal from or enter into this Agreement with CONTRACTOR without proof that CONTRACTOR and its listed subcontractors are registered with the California Department of Industrial Relations ("DIR") to perform public work, subject to limited exceptions. City requires CONTRACTOR and its listed subcontractors to comply with the requirements of SB 854. CITY provides notice to CONTRACTOR of the requirements of California Labor Code section 1771.l(a), which reads: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." CITY gives notice to CONTRACTOR and its listed subcontractors that CONTRCATOR is required to post all job site notices prescribed by law or regulation and CONTRACTOR is subject to SB 854-compliance monitoring and enforcement by DIR. CITY requires CONTRACTOR and its listed subcontractors to comply with the requirements of Labor Code section 1776, including: Keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by, respectively, CONTRACTOR and its listed subcontractors, in connection with the Project. The payroll records shall be verified as true and correct and shall be certified and made available for inspection at all reasonable hours at the principal office of CONTRACTOR and its listed subcontractors, respectively. At the request of CITY, acting by its project manager, CONTRACTOR and its listed subcontractors sha.11 make the certified payroll records available for inspection or furnished upon request to the project manager within ten (10) days of receipt of CITY's request. R~v. February 22, 2016 DocuSlgn Envelope ID: 448F9083-A76E-4EF1-9A95-3F6l 6E43347D -r -CITYrequests CONTRACTOR and its listed subcontractors to submit the certified payroll records to the project manager at the end of each week during the Project. If the certified payroll records are not produced to the project manager within the 10-day period, then CONTRACTOR and its listed subcontractors shall be subject to a penalty of one hundred dollars ($100.00) per calendar day, or portion thereof, for each worker, and CITY shall withhold the sum total of penalties from the progress payment(s) then due and payable to CONTRACTOR. Inform the project manager of the location of CONTRACTOR's and its listed subcontractors' payroll records (street address, city and county) at the commencement of the Project, and also provide notice to the project manager within five (5) business days of any change of location of those payroll records. IN WITNESS WHEREOF, the parties hereto have by their duly authorized representatives executed this Agreement on the date first above written. CITY OF PALO ALTO PSC INDUSTRIAL OUTSOURCNG, LP City Manager or Designee (Required on contracts $85,000 and over) Title CFO & Treasurer Telephone: 713-985-5409 Approved as to form: Rev, Fe~ru.ary 22, 2016 DocuSign Envelope ID: 448F9DB3·A76E-4EF1-9A95-3F616E43347D 1.1 BACKGROUND EXffiBlTA SCOPE OF SERVICES A. The Palo Alto Regional Water Quality Control Plant (RWQCP) operates a sewage sludge incinerator, which creates a dry ash in the bottom of the furnace. The sludge is thennally transfonned into ash containing inorganic oxides. B. CONTRACTOR will dispose of the ash at the Waste Management Kettleman Hills Facility (KHF). C. Vendor has visually observed the bin drop off and pickup site and verified that the hauler's equipment can safely operate at owner's site. D. This is a contract for the combined services of hauling and disposal of sludge and ash. CONTRACTOR is a qualified, licensed hauler with the appropriate contract with a Class 1-11011.RCRA sanitary landfill. 1.2 PURPOSE A. This contract is for hauling and disposal of ash. The contractor is to maintain qualifications and licenses to haul the ash to a Class 1-nonRCRA sanitary landfill. B. The contractor shall transport a11d dispose of the ash in accordance with the terms and conditions of this contract. The Contractor shall be expressly designated by tbe Parties hereto as the transporter of, and the arranger for the disposal of all wastes to be transported, managed and disposed of under this contracl C. The sewage sludge incinerators have been operating since 1972 and producing ash. Though the incinerators have never failed, the potential ciusts for incinerator nonopcration and loss of all surplus sludge storage capacity. In this case, a backup transportation and disposal contract is needed to handle dewatered, untreated sludge and disposal at a sanitary landfill or at another sewage treatment plant. 1.3 CHARACTERISTICS OF ASH AND SLUDGE Ash pickups arc weekly and average 10 to 13 tons per pickup. A larger load (e.g., 20 tons) is not frequent and typically occurs after very large storms when the plant is processing a higher solids loading. In most years, there are 53 ash pickups {historically, they are always on Tuesday mornings). Pickups are occasionally (once or twice per year) more often than once a week and the CONTRACTOR wlll respond to calls for special pickups. Once a year, a11 industrial cleaning company (not part of this contract) cleans out one of the plant's incinerators oJ its ash for special inspection; an extra bin will be requested from the CONTRACTOR at least once a year for this purpose and drop off shall be within 48 hours. The special pickup shall not involve one of the two bins used for regular service. Previous year data is shown below, in tons. DocuSign Envelope ID: 448F9D83·A76E·4EF1 ·9A95-3F616E433470 Year No. of Loads Total Minimum 25%ile 50%1fe 75%ife Maximum 2010 53 713 11 .9 13.1 13.7 14.2 17.9 2011 54 723 10.0 12.6 13.4 14.0 18.0 2012 53 638 7.4 11.2 12.4 13.1 20.2 2013 55 628 2.9 10.7 11.2 12.5 16.8 2014 53 605 5.1 10.3 11.3 12.5 18.8 2015 51 631 6.2 11.3 12.3 14.5 15.7 A. Ash Copper Levels 1. Since about 2007, the plant's ash has been hauled and disposed of as a state hazardous waste because the soluble copper level exceeded state limits (not federal limits). Tf the soluble copper level drops below 25 ppm per state regulations during the contract term, the ash shall be directed to an approved municipal landfill. 2. Since mid-201 l, the soluble copper level in the ash has been over 40 ppm. When the soluble copper level in the ash is greater than 40 ppm, final disposal will require that the ash be disposed of in a Class I non-RCRA hazardous waste landfill and stabilized prior to disposal, if required by the jurisdiction of the landfill. lf the copper level drops per state requirements below 40 ppm during the contract term and remains over 25 ppm, the ash shall be direct landfilled at a Class 1 non-RCRA hazardous waste landfill. 3. Unless notified otherwise, the CONTRACTOR shall as:rnme that the soluble copper level remains greater than 40 ppm during the contract term. B. In previous years, offloading ash for stabilization, solidification, and disposal was delayed due to dust control and landfill equipment reliability issues. CONTRACTOR is aware that the material to be disposed of can easily beoome airborne and produce dust during trcatmcut and/or offloading; CONTRACTOR has coordinated with KHF regarding these issues. C. Wet sludge production is estimated to be 75 tons per day of 28% dry sludge cake (undigested and untreated). D. For waste characterization, ash sample lab analysis is included in Exhibit A-1. 1.4 AStI PACKAGING AND TRANSPORTATION A. The City will load the ash into a bin owned by the contractor and left at the plant site. The contractor shall provide two watertight, open-top, tarped bins for ash. One bin shall remain at tbe RWQCl> and the other shall be used by the contractor for exchanges. The contractor shall deliver the bin to the RWQCP for the temporary storage of the ash. The City will place the ash into the bin and will notify the contractor for exchal)ge of bin and disposal of the ash when the bin is sufficiently full and ready for disposal. The bin, each approximately 40 cubic yards, shall be water tight, lined, tarped, and suitable for transportation of the ash. B. The City will notify the contractor two calendar days before the required disposal of the ash and br11 exchange. Typical pickups are on Tuesdays. For City holidays falling upon a Tuesday or for other special coordination, the CONTRACTOR is to work with plant staff to determine an alternate pickup day. Upon notice, the contractor shall at its expense, remove, transport, and dispose of the ash at an approved, class 1-nonRCRA sanitary landfill site suitable for p1•oper disposal of ash. Removal and exchange of the bins shall be between the hours of 6:05 a.m. and 5:30 p.m., upon City notification. Transportation shall be b y licensed, registered haulei' who complies with all local, state, and federal laws. DocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E43347D C. The City owns and maintains an ash bin cover with a screw to move ash throughout the bin for even distribl.Jtion. The waste hauler shaJJ only provide bins compatible with the existing cover. A diagram and dimensions of the City's ash bin cover is included in Exbibil A-2. The City will remove the ash bin cover prior to bin pickup. l.5 EMERGENCY SLUDGE PACK.AGlNG AND TRANSPORTATION A. The City will load the sludge into a bin owned by the contractor and left at the plant site after notification of need for this service. The contractor shall provide multiple watertight bins for sludge. One bin shall remain at the R WQCP and the others shall be used by the contractor for exchanges. The contractor shall deliver the bin to the RWQCP for the temporary storage of the sludge. The City will place the sludge into the bin and will notify the contractor for exchange of bin and disposal of the sludge when the bin is sufficiently full and ready for disposal. The bin, each approximately 20 cubic yards, shall be water tight, lined, and suitable for transportation of untreated sludge. B. If the emergency sludge disposal is needed, the hauler will need to mobilize to provide service within 24 hours. The plant will need the change out of five or more CONTRACTOR-supplied 20-cubi.c yard drop-off bi.ns per day, 24 hours per day, seven days per week. The hauling and transport of sewage sludge will continue until the sewage sludge incinerators are repaired. The CON'l'RACTOR will need to have made arrangements in advance for this service should it be required. C. The City will notify the contractor in the event of an emergency need to use their services for sludge hauling. The contractor shall provide a 24-hour emergency dispatch number. Upon notice, tbe contractor shall at its expense, remove, transport, and dispose of the sludge at an approved sanitary landfill site suitable for proper disposal of untreated sewage sludge. Removal and exchange of the bins shall be at all hours of plant operation. Temporary storage of sludge bins is available onsite when landfills are closed. Transportation shall be by licensed, registered hauler who complies with all local, state, and federal Jaws. 1.6 WEIGHTS AND ASSAYS A. The City will keep a record of the estimated weight or volume of each truck load of waste. At its expense, the contractor shall weigh each truckload of waste received at its disposal site and submit the weight tags to the RWQCP. 1.7 DOCUMENTATION, PERMITS AND INSURANCE A. The contractor shall maintain pennits and insurance required during the term of this contract. B. Contractor shall provide all appropriate documentation, certifications and records for the transportation, management and disposal of Class l wastes and all applicable federal, state and local laws and regulations, including, but not limited to; I. bills oflading or non-hazardous waste manifests 2. Class I waste manifests and continuation sheets 3. labpack inventory sheets 4. land disposal restriction notifications 5. Class I waste profiles 6. certificates of destructio~ decontamination, disposal and/or recycling Appropriate copies of the documentation listed above as well as any other documents required by the City's Project Manager shall be fumished to the City's Project Manager at the time of waste shipment. C. Closed originals of all uniform hazardous (and non-hazardous) waste manifests signed by a duly authorized representative of the receiving Treaunent/Storage/Disposal Facility (TSDF) shall be DocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E43347D furnished to the City's Project Manager within thirty (30) calendar days of waste shipment. This requirement shall sutVivc the expiration and/or termination of the Agreement. D. Certificates of destruction, decontamination, disposal and/or recycling signed by a duly authorized representative of the receiving TSDF shall be furnished by the Contractor to the City's Project Manager for all wastes to be managed under this contract within one hundred and eighty {180) calendar days of waste ship1nent. This requirement shall survive the expiration and/or termination of the Agreement. E. The Contractor shall, at all times during the transportation, storage, and disposal of wastes to be managed under this contract, know the location, condition and status of each item being managed. The Contractor shall make such information available in written progress reports to the City's Project Manager upon request. The progress reports shall include a listing of items removed, referenced by an appropriate identification number and uniform Class I waste manifest number and a description of the location and status of wastes on date of the written progress.report. 1.8 PICKUP ADDRESS A. Palo Alto Regional Water Quality Control Plant Attn: Operations Shift Supervisor or Senior Operator 2501 Embarcadero Way Palo Alto, CA 94303 650-329-2598 -phone 1.9 BILLING ADDRESS B. Palo Alto Regional Water Quality Control Plant Attn: Mary Sekator 2501 Embarcadero Way Palo Alto, CA 94303 650-329-2396 -phone 650-494-8395 -fax 1.10 PRICING CONDITIONS AND ANNUAL INCREASES A. ADDITIONAL PRICING CONDITIONS 1. Demurrage will not be charged for pickup of waste up to and including 90 minutes of loading and unloading time. After 90 minutes, the demurrage charge of $95/hour applies will apply iftbe City causes the delay. 2. Demurrage will not be cl1arged for delays caused by the hauler not having proper paperwork at the time of arrival at the pfant site. 3. Unloading demurrage will not be charged for wastes being delivered unless the City of Palo Alto creates a condition such as an improperly identified waste or nonconforming waste. 4. A minimum volume of 10 tons (or yards, whichever is greater) will be billed for all waste received in a roll-off container, intermodal, or dump trailer delivered to hauler's waste disposal facility. 5. Haulers' owned or leased roll-off containers or other equipment that are damaged by City of Palo Alto may be repaired by contractor and invoice City at a quoted hourly rate for labor and parts invoiced at no more than cost plus 30%. 6. Roll-off washout charges arc to be included in the pricing. 7. In the event sludge can be hauled to East Bay M uuicipal Utilities District, the pricing for emergency sludge disposal shall be cost plus l 0%. For the base contract, the prices in Section B above shall apply. 8. In case of price increase due to new regulatory fees, waste hauler must notify the City of Palo Alto DocuSign Envelope ID: 448F9083-A76E-4EF1 -9A95-3F616EA33470 in writing bcfo1'¢ nny nddi1101u1t tees will be nllowcd. B. ANNUAL INCREASES l. Tho price increase for the second and third 12-month periods of this contract is to be detennined in the Base Bid Schedules. 2. In the case of a price increase due to new regulatory fees, the contractor must notify the City of Palo Alto in writing before any additional fees will be allowed. 1.11 MISCELLANEOUS CONDITIONS A. The waste hauler will have free and easy access to the pickup site. B. The waste hauler will maintain containers in DOT shippable condition. C. Composition of Waste i. If CITY'S waste materials do not conform to the descriptions and specifications in the corresponding Profile Sheet, CONTRACTOR and CITY shall, in good faith, attempt to amend the Profile Sheet and any other pertinent documents and/or correct any improper containerization, marking or labeling to enable CONTRACTOR to accept such non-conforming waste materials at a Facility. [f the parties cannot, within a reasonable time after CONTRACTOR notifies CITY the waste materials are non-conforming, resolve the same as set forth above, CITY shall make promp1 a1l'angements for the removal of such non-conforming waste materials from the Facility at which they arc located to another lawful place of storage or disposal. CITY agrees to pay CONTRACTOR its reasonable expenses and charges it1cu1Ted with respect to CITY'S' non- conforming waste materials. ii. CONTRACTOR ADDlTIONAL WARRANTIES CONTRACTOR Tepresents and warrants to CITY that: a. CONTRACTOR is engaged in the business of performing Services with respect to waste materials and has developc<l the requisite expertise to perform the Services agreed to by CITY and CONTRACTOR hereunder; b. all CONTRACTOR vehicles and each Facility utilized to perform Services hereunder shall have all permits, licenses, certificates or approvals required under applicable Jaws and regulations for such Services; and c. CONTRACTOR will perform Services for CITY in a safe and workmanlike manner, and in compliance with all statutes, ordinances, laws, orders, rules and regulations applicable to the Services. ill. CITY'S WARRANTIES CITY represents and warrants to CONTRACTOR that: a. the description of and specifications pertaining to its waste materials in the Profile Sheet is and at all times will be true and correct in all material respects, and waste materials tendered to CONTRACTOR will at all times, including, without limitation, at the time of recertification of the waste materials, conform to the description and specifications contained in the Profile Sheet; b. CITY has made available all information it has regarding the waste materials, and if CITY receives information that the waste materials described in a Profile Sheet present, or may present, a hazard or risk to persons or the envitonment not reasonably disclosed in the Profile Sheet, CITY will promptly report such information to CONTRACTOR; c. if CITY is not the Generator of the waste materials (as defined in 40 CFR 260.10), CITY has all necessary authority to enter into this Agreement with respect to the waste materials; d. CITY is under no legal restraint which prohibits the transfer of possession of such waste materials to CONTRACTOR; c. CITY shall comply with all applicable statutes, ordinances, laws, orders, rules and regulations~ and shall provide CONTRACTOR a safe work environment for Services performed on any premises owned or controlled by CITY; and f if CONTRACTOR requests that work areas be secured, CITY will be solely responsible for securing such work areas and for preventing anyone other than CONTRACTOR personnel from entering the designated work areas. D. TRANSFER OF TITLE CONTRACTOR shall take title to CITY's waste materials which conform to DocuSlgn Envelope ID: 448F9083·A76E-4EF1•9A95-3F616E433470 the descriptions and specificalions staled in the Profile Sheet upon completion of' loading into CONTRACTOR's transportation vehicles, or if transported by CITY, upon acceptance at the Facility. E. CONTRACTOR acknowledges that a major construction project to construct a sludge dcwatering building will occur in the field sout11 of the ash bin during the contract term. The field south of the bin will not be available during much of the contract term for maneuvering the hauler's ttuck. The conslrnction contractor may move the ash hauler's bin during the construction contract for logistical purposes. The CONTRACTOR is required to have a reciprocal agreement with the city's construction contractor allowing free movement of the hauler's bin at no cost to the city or the construction contractor. The agreement shall cover necessary coordination requirements (e.g., liability for bin damage). The constiuction contractor has not been selected. The city's project manager will notify PSC when the construction contractor has been selected. F. The City does not expressly or by implication agree that the actual amount of work shall correspond to approximately weekly pickups in tbe range of 605 to 723 dry tons/year of ash mentioned in the bid, but reserves the right to increase, decrease or modify the ah1ount of any class or portion of the work or to 01n1t portions of the work as may be deemed necessary or expedient by the City's Project Manager. END OF SECTJON DocuSign Envelope ID: 448F9D83-A76E·4EF1 ·9A95-3F61 6E43347D NELAP/ORELAP Certification 4036 t._ Caltest CA-ELAP Certification 1664 ' VHl, ... , \I • •It••"~"'''" II REVISED II Thursday, June 18, 2015 Samantha Bialoruckl City of Palo Alto 2501 Embarcadero Way Palo Alto, CA 94303 Re Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Dear Samantha Bialorucki: EXHIBIT A-1 Lab Data Collected By: PO/Contract#: WQCP LAB AND OPS 4615000068 Enclosed are the analytical res1.1lts for sample(s} received by the laboratory on Tuesday, May 05, 2015. Results reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of the report. If you have any questions concerning this report, please feet free to contact me. Enclosures Project Manager: Melinda F. Kelley 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 1of27 Thli; report shall not be reproduced, except In full, without the written conse11t of CALTEST ANALYTICAL LABORATORY 1885 Noftl1 Kelly Road •Napa, California 94558 (707) 258-4000 •Fax (707) 226-1001 •e-mail: info@caltestlabs.com DocuSign Envelope ID: 448F9D83·A76E·4EF1 -9A95-3F61 6E43347D NELAP/ORELAP Certification 4036 Lab Order: Project ID: Lab ID Q050123001 0 050123002 Q050123003 Q050123004 Q050123005 Q050123 NPDES QUARTERLY MAY 2015 Sample ID E000764-01 ASH A E000763··01 ASH A E000765-01 ASH A E000766·01 BARSCREEN RAGS E000767·01 GRIT h N \I 1 lt0~111 I N I 4' I I\ N \I. Y ~ r S SAMPLE SUMMARY Matrix Solid Solid Solid Solid SoUd 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, e>1cept In f\Jll, without the written consent of CALTEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 CA-ELAP Certification 1664 II REVISED II Date Collected 05104/2015 10:00 05/04/2015 10:00 05/0412015 10:00 05104/2015 09:33 05/04/2015 09:35 Date Received 05/05/2015 13:40 05/05/2015 13:40 05/05/201513:40 05/05/2015 13:40 05/05/2015 13:40 Page 2 of 27 (707) 258-4000 • Fax (707) 226-1001 • e-mail: info@caltestlabs.com DocuSign Envelope ID: 448F9083-A76E-4EF1 ·9A95·3F616E433470 NELAP/ORELAP Certification 4036 ~ Caltest CA-ELAP Ce1tification 1664 'lr•.\•rll•AI l \1/ll•l•o •il I.NV lltO N ML N I J\ L \NA l \' s I! S II REVISED II NARRATIVE Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 General Quallllers and Notes Caltest authorizes this report to be reproduced only in its entirety. Resulls are specific to the sample(s) as submitted and only to the parameter(s) reported. Calles! certifies that all test results for wastewater and hazardous waste analyses meet all applicable NELAC requirements; all microbiolo_gy and drinking water testi119 meet applicable ELAP requirements, unless stated otherwise. All analyses performed by EPA Methods or Standlard Melhods (SM) 20th Edition except where noted (SMOL=online edition). Calles! collecls samples in compliance with 40 CFR. EPA Methods, Cal. Title 22, and Standard Methods. Dilµtion Factors (OF) reported greater than '1' have been used to adjust the result. Reporting Limit (RL), and Method Detection Limit (MDL). All Solid, sludge, and/or biosollds data Is reported In Wet Weight. unless otherwise specified. Filtrations performed at Caltest for dissolved metals (excluding mercury) and/or pH analysis are not performed within the 15 minute holding time as speclfled by 40CFR 136.3 table II. Results Qualifiers: Report fields may contain codes and non-numeric data correlating to one or more of the following definitions: ND -Non Detect -Indicates analytical result has not been detected. RL-Reporting Limit Is the quanlltation limit al which the laboratory is able to detect an analyte. An analyte not detected at or above the RL Is reported as ND unless otherwise noted or qualified. For analyses pertaining to the Stale Implementation Plan of the Califomla Toxics Rule, !tie Gattest Reporting Limit (Rl) is equivalent lo the Minimum Level (ML). A standard is always run at or below the ML. Where Reporting limits are elevated due to dilution, the ML calibration criteria has been met. J -reflects estimated analy11cal result value detected below the Reporting Limit (RL) and above the Method Detection Limit (MDL). The 'J' flag Is equivalent to the DNQ Estimated Concentration flag. E -indicates an estimated anatyticat result value. B -Indicates the analyte has been detected in the blank associated with the sample. NC -means not able to be calculated for RPO or Spike Recoveries. SS -compound Is a Surrogate Spike used per laboratory quality assurance manual. NOTE: This document represents a complete Analytical Report for the samples referenced herein and should be retained as a permanent record thereof. Workorder Notes Report revised to reflect current MDLs for 60108 (Leachate) Qualifiers ancl Compound Notes 2 3 4 5 6 6/18/2015 16:12 Analyte(s) reported as 'ND' means not detected at or above the listed Method Detection Limits (MDL). The Reporting Limit (R.L.) was raJsed due to background Interference noted lh the sample. Sample diluted due to a high concentration of non-target ana(yte(s), resulting In Increased reporting llmlls. Initial sample amount reduced In prep In an effort to reduce matrix effects resulting in higher reporting limll(s). Sample diluted to bring concentration of target analyte(s)within the working range of the Instrument, resulting In Increased reporting limits. Sample prepared using methanolic extraction method resulting In higher reporting llmit(s). REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 t •e-mail: info@caltestlabs.com Page 3 of 27 ATTACHMENT A DocuSign Envelope ID: 448F9D83·A76E-4EF1 ·9A95-3F616E43347D NELAP/ORELAP Certification 4036 CA-ELAP Certification 1664 f>NVl1tONM£NTAL ANAL YSJ1S II REVISED II ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet wei9ht basis. Lab ID Q050123001 Date Collected 5/4/2015 10:00 Matrix Solld Sample ID E000764-01 ASH A Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL OF Prepared Balch Analyzed Batch Qual Mercury Analysis Pr&p Method: SW846 7471A Prep by: UK Analytical Method: SW846 7471A Analyzed by: LM Mercury J0.0009 mg/kg 0.020 0.00080 1 05/06/15 00:00 MPR 13565 05/07/15 13:12 MHG 4963 Metals Analysis by ICP Prep M&thod: SW846 30508 Prep by: UK Analytical Me1hod: SW846 60108 Analyzed by: LM Antimony 3.5 mg/kg 2.0 1.5 1 05/06/15 00:00 MPR 13563 05118/15 00:00 MIC4479 Arsenic 4.6 mg/kg 2.0 1.0 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Barium 830 mg/kg 1.0 0.70 1 05/06/15 00:00 MPR 13563 05/11/15 00!00 MIC 4479 Beryllium ND mg/kg 5.0 0.15 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 2.1 Cadmium 0.36 mg/kg 0.20 0.050 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Chromium 70mg/kg 1.0 0.20 1 05/06/15 00:00 MPR 13563 05111115 00;00 MIC4479 Cobalt 19 mg/kg 0.4 0.20 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Copper 1900 mg/kg 4.0 OAO 2 05/06/15 00:00 MPR 13563 05/14/15 00:00 MIC 4479 lead 55 mg/kg 1.0 0.50 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Molybdenum 29 mg/l<g 2.0 1.0 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Nickel 81 mg/kg 1.0 0.30 1 05/06/15 00:00 MPR 13563 05/11115 00:00 MIC4479 Selenium 7.9 mg/kg 2.0 0.80 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Sliver 14 mg/kg 1.0 0.15 105/06/1500:00 MPR 13563 05/11/15 00:00 MIC 4479 Thallium 2.6 mg/kg 2.0 0.70 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Vanadium 77 mg/kg 0.40 0.20 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Zinc 2000 mg/kg 8.0 2.0 2 05/06/15 00;00 MPR 13563 05/14/15 00:00 MIC4479 Cyanide, Total Analysis Analytical Method: SW8469012A Analyzed by: SCP cyanide 0.69 mg/kg 0.080 0,080 05/09/15 17:05 WC010778 Percent Solids Analysls Analytlcal Method: SM20-2540 G Analyzed by: JDC Solids, Percent 100% 0.1 0.1 05/07/15 17:04 WGR5763 Lab ID Q050123002 Date Collected 5/4/2015 10:00 Matrix Solid Sample ID E000763-01 ASH A Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL OF Prepared Batch Analyzed Batch Qua! Mercury Analysis, STLC Prep Method: SW846 7470A Prep by: UK Analytlcal Method: SW846 7470A Analyzed by: LM Mercury ND ug/L 0.50 0.30 1 05/12/15 00:00 MPR 13577 05/13/15 13:51 MHG4966 Metals Analysis by ICP, STLC Prep Method: SW846 3010 Prep by: UK Analytlcal Method: SW846 60108 (Leachate) Analyzed by: LM B~rium 16 mg/L 0.15 0.070 1 05/11115 00:00 MPR 13573 05/14/15 00:00 MIC 4461 Copper 40 mg/l 0.1 0 0.030 1 05/11115 00:00 MPR 13573 05/14/15 00:00 MIC 4461 lead 0.19 mg/L 0.10 0.040 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Silver ND mg/l 0.030 0.0060 1 05/11/15 00:00 MPR 13573 05114/15 00:00 MIC 4481 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 4 of 27 This report st>all not be reproduced, except In full, Without the written consent of CALTEST ANALYTICAL LABORATORY 1885 Nmth Kelly Road• Napa, California 94558 (707) 258-4000 • Fax (707) 226-1001 •e-mail: info@caltestlabs.com DocuSign Envelope ID: 448F9D83-A76E-4EF1-9A95-3F616E43347D NELAP/ORELAP Certification 4036 t,.. Caltest CA-ELAP Certification 1664 -~ '~"' n 1r.\1. • ''""'~1111•\ REVISED ANALYTICAL RESULTS lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. lab ID Q050123003 Date Collected 5/4/2015 10:00 Matrix Solid Sample ID E000765-01 ASH A Date Received 5/5/201513:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL DF Prepared Batch Analyzed Batch .Asbestos Analysis ·Solid Analytical Method: (per attached report) Asbestos Analysis -Solld Analysls performed by EMSLAnalytical, CA·ELAP Certification 1620. Refer to attached for original certificate of analysis. l ab ID Q050123004 Date Collected 5/4/2015 09:33 Matrix Solid Sample ID E000766-01 BARSCREEN RAGS Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL OF Prepared Batch Analyzed Batch Mercury Analysis, STLC, Low Level Prep Method: SW846 7470A Low Level Prep by: UK Analytical Method; SW846 7470A Low Level Analyzed by: LM Mercury ND ug/L 0.50 0.30 1 05/12/15 00:00 MPR 13577 05/13/1513:54 MHG 4968 Mercury Analysis Prep Method: SW846 7471A Prep by: UK Analytical Method: SW846 7471A Analyzed by: LM Mercury 0.032 mg/kg 0.020 0.00079 1 05/06/15 00:00 MPR 13565 05/07/1513:44 MHG 4963 Metals Analysis by ICP, STLC Prep Method: SW846 3010 Prep by: UK Analytical Method: SW846 60108 (Leachate) Analyzed by: LM Antimony NO mg/L 0.10 0.040 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Arsenic Q.34 mg/L 0.10 0.050 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Barium 0.45 mg/L 0.15 0.070 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Beryllium ND mg/L 0.010 0.0050 1 05/11/15 00:00 MPR 13573 05114/15 00:00 MIC4481 Cadmium ND mg/L 0.010 0.0040 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Chromium ND mg/L 0.10 0.050 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Cobalt ND mg/L 0.050 0.020 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Copper NDmg/l 0.10 0.030 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC4481 Lead ND mg/l 0.10 0.040 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Molybdenum ND mg/L 0.50 0.20 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Nickel J0.042 mg/L 0.05 0.020 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Selenium ND mg/l 0.50 0.20 1 05/11 /15 00:00 MPR 13573 05/14/15 00;00 MIC 4481 Silver ND mg/L 0.030 0.0060 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC4481 Thallium ND mg/L 0.10 0.040 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Vanadium 0.034 mg/L 0.02 0.0050 105/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Zinc 3.5 mg/L 0.20 0.10 1 05/11/15 00:00 MPR 13573 05/14/15 oo:oo MIC 4481 Metals Analysls by ICP Prep Method: SW8463050B Prep by: UK Analytical Method: SW8466010B Analyzed by: LM Antimony ND mg/kg 2.0 1.5 1 05/06/15 00:00 MPR 13563 05/14/15 00:00 MIC 4479 Arsenic ND rng/kg 2.0 1.0 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Barf urn 6.6mg/kg 1.0 0.71 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Beryllium ND mg/kg 0.20 0.15 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Cadmium J0.06 mg/kg 0.20 0.050 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Chromium J0.9 mg/kg 1.0 0.20 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Cobalt ND mg/kg 0.4 0.20 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Copper 14 mg/kg 2.0 0.20 1 05/06/15 00:00 MPR 13563 05114/15 00:00 MIC 4479 Qua I Qua I 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 5 of 27 This repor1 shall not be reproduced. e~cept In full, without the written consent of CAL TEST ANALYTICAL LABORATORY l 885 North Kelly Road • Napa, California 94558 (707) 258-4000 •Fax (707) 226-1001 •e-mail: iofo@caltestlabs.com DocuSlgn Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E433470 NELAP/ORELAP Certification 4036 ~ Caltest CA-ELAP Certification 1664 " 1••11\ l'lt'~J L\l,,.111'-""'' f'NVJUHNMf Wl'\J 'NALY~l!., llREVlSED ll ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY2015 Solid results are reported on a wet weight basis. Lab ID Q050123004 Date Collected 5/4/2015 09:33 Matrix Solid Sample ID E000766-01 BARSCREEN RAGS Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. l. MDL OF Prepared Batch Analyzed Batch Qua I Lead ND mg/kg 1.0 0.50 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Molybdenum ND mg/kg 2.0 1.0 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Nickel J0.93 mg/kg 1.0 0.30 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Selenium J1.5 mg/kg 2.0 0.81 1 05/06/15 00:00 MPR 13563 05111/15 00:00 MIC 4479 Silver J0.2 mg/kg 1.0 0.15 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Thallium ND mg/kg 2.0 0.71 1 05/06/15 00:00 MPR 13563 05111/15 00:00 MIC 4479 Vanadium 0.87 Ing/kg 0.40 0.20 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC 4479 Zinc 60mg/kg 4.0 1.0 1 05/06/15 00:00 MPR 13563 05/11 /15 00:00 MIC 4479 Asbestos Analysis • Solld Analytical Method: (per attached report) Asbestos Analysis • Solid Analysis performed by EMSL Analytlcal, CA-ELAP Certification 1620. Refer to attached for orlginal certificate of analysis. Total Extractable Petroleum Hydrocarbon Prep Method: SW846 3541 Prep by: MDT Analytical Method: SW846 8015(MOD) Analyzed by: MDT Diesel Fuel ND mg/kg 120 75 10 05/12/15 00:00 SPR6946 05127115 19:31 SFL 1703 5 TPH quan1itated as Diesel Fuel. 2830 mg/kg 120 75 10 05/12/15 00:00 SPR6946 05/27 /15 19:31 SFL 1703 o-Terphenyl (SS) 108 % 40-139 10 05/12/15 00:00 SPR6946 05/27 f15 19:31 SFL 1703 Semlvolatllo Organic Analysis Prep Method: SW846 3540 Prep by: MDT Analytlcal Method: SW8468270C Analyzed by: MDT Acenaphthene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 3.4 Acenaphthylene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01:34 SMS 3755 Anlllne ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 Anthracene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 Benzldlne ND mg/kg 10 7.5 5 05107/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 Benzo(a)anthracene ND mg/kg 5.0 1.5 5 05107/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 Benzo(a)pyrene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Benzo(b )fluoranthene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 Benzo(g,h,i)perylene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 Benzo(k)fluoranthene ND mg/kg 5.0 1.5 5 05/07 /15 00:00 SPR6939 06/05/15 01:34 SMS 3755 Benzolc acid ND mg/k.g 30 30 5 05101/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Benzyl alcohol ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 Benzyl butyl phthalate ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 4-Bromophenyl phenyl ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 Carbazole ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 01:34 SMS 3755 4-Chloroanlline ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01:34 SMS 3755 bls(2-Chloroethoxy) ND mg/kg 5.0 3.0 5 05107115 00:00 SPR6939 06/05/15 01:34 SMS 3755 methane bls(2-Chloroethyl) ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS3755 bls(2-Chloroisopropyl) ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01~34 SMS 3755 4-Chloro-3-methylphenol ND mg/kg 5.0 4.5 5 05107/15 00:00 SPR6939 06/05/15 01':34 SMS 3755 2-Chloronaphthalene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/1501:34 SMS3755 2•Chlorophenol ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 4-Chlorophenyl phenyl ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 6/1812015 16:12 REPORT OF LABORATORY ANALYSIS Page6 of27 This report shall not be reproduced, except In full, without the written consent or CAL TEST ANALYTICAL LABORATORY ~· ... ~~. 1885 North Kelly Road• Napa, California 94558 fne1ac., ft (707) 258-4000 • Fax (707) 226-100 I • e-matl: info@caltestlabs.com ~ . ., DoouSign Envelope ID: 448F9083·A76E-4EF1·9A95-.3F616E433470 NELAP/ORELAP Certification 4036 CA-ELAP Certification 1664 El'fV1RONMENTAL ANALYSES REVISED ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. Lab ID Q050123004 Date Collected 5/412015 09:33 Matrix Solid Sample ID E000766--01 BARSCREEN RAGS Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL OF Prepared Batch Analyzed Batch Qual Chrysene ND mg/kg 5.0 1.5 5 05/07115 oo:oo SPR6939 06/05115 01:34 SMS 3755 Total Cresci J9.7 mg/kg 10 9.0 5 05107115 00:00 SPR 6939 06105115 01 :34 SMS 3755 Dlbenzo(a,h)anlhracene ND mg/kg 5.0 1.5 5 05107115 oo:oo SPR 6939 06105/15 01 :34 SMS 3755 Dlbenzofuran ND mg/kg 5.0 3.0 5 05/07115 00:00 SPR 6939 06/05115 01 :34 SMS 3755 1,2-Dichlorobenzene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01:34 SMS 3755 1,3-Dlchlorobenzene ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 1,4-Dlchlorobenzene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS3755 3,3'-Dichloro.benzldine ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR6939 06/05115 01:34 SMS 3755 2,4-Dichlorophenol ND mg/kg 5,0 4.5 5 05107115 00:00 SPR6939 06/05/15 01 :34 SMS3755 Dlethylphthalate ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06105/15 01 :34 SMS 3755 2.4-Dlmethylphenol ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR6939 06105/15 01:34 SMS 3755 Dimethylphthalate ND mg/kg 5.0 3.0 5 05107115 00:00 SPR6939 06105115 01:34 SMS 3755 Di-n-butylphthalate ND mg/kg 5.0 1.5 5 05107/15 00:00 SPR 6939 06105/15 01:34 SMS 3755 2,4·Dlnitrophenol ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 2,4-Dinitrotoluene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 2,6-Dinitrotoluene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05115 01:34 SMS 3755 Di-n-ootylphthalate ND mg/kg 5.0 1.5 5 05107/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 1,2-Dlphenylhydraz.ine I Azobenzene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 bls(2-EthylheJ<yl) phthaiate ND mglk,g 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS3755 Fluoranthene. ND mglk,g 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS3755 Fluorene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS3755 Hexachlorobenzene ND mg/kg 5.0 1.5 5 05/07115 00:00 SPR6939 06105/15 01:34 SMS3755 Hexachlorobutadlene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Hexachlorocyclo pentadfene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 Hexachloroethane ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Jndeno(1,2,3·od)pyrene ND mg/kg 5.0 1.5 5 05107/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 lsophorone ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS3755 2-Methyl-4,6-dinltrophenol ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05115 01:34 SMS 3755 2-Methylnaphthalene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01:34 SMS 3755 2-Methylphenol (o-Cresol) ND mg/kg 5.0 4.5 5 05107/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 3 & 4-Methylphenol(m&p 9.7mg/kg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Cresci) Naphthalene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01:34 SMS 3755 2-Nitroanlline ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05115 01 :34 SMS3755 3-Nitroanlline ND mg/kg 5.0 3.0 5 05/07 /15 00:00 SPR6939 06105/15 01 :34 SMS3755 4-Nitroanlline ND mg/kg 5.0 1.5 5 05107/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 Nitrobenzene ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR6939 06105/15 01:34 SMS 3755 2-Nitrophenol ND mg/kg 5.0 4.5 5 05107/15 00:00 SPR6939 06/05115 01 :34 SMS 3755 4-Nitrophenol ND mg/kg 5.0 3.0 5 05/07115 00:00 SPR6939 06105/15 01 :34 SMS 3755 N-Nitrosodimethylamlne ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR 6939 06/05115 01 :34 SMS3755 N-Nltroso-dl-n-propylamine ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 N-Nitrosodiphenylamine ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06105/15 01 :34 SMS 3755 Pentachlorophenol ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06105/15 01 :34 SMS 3755 Phenanthrene ND mg/kg 5.0 3.0 5 05/07115 00:00 SPR 6939 06105115 01 :34 SMS 3755 6/18/201516:12 REPORT OF LABORATORY ANALYSIS Page 7 of 27 This report shall not be teprodvced, except In full, without the written consent of CAL TEST ANALYTICAL LABORATORY ,9'"1\f.('~ 1885 North Kelly Road • Napa, California 94558 a ~~. r ~ neac~ (707) 258-4000 •Fax (707) 226-100 l •e-mail: info@caltcstlabs.com DocuSign Envelope ID: 448F9D83·A76E·4EF1 ·9A95·3F616E433470 NELAP/ORELAP Certification 4036 CA-ELAP Certification 1664 REVISED ANALYTICAL RESULTS Lab Order: 0050123 ProjectlD: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. Lab ID Q050123004 Date Collected 5/4/2015 09:33 Matrix Sofld Sample ID E000766-01 BARSCREEN RAGS Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL OF Prepared Batch Analyzed Batch Qua I Phenol ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR 6939 06/05/15 01:34 SMS 3755 Pyrene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Pyridine ND mglkg 5,0 3.0 5 05/07/15 00:00 SPR 6939 06/05115 01:34 SMS 3755 1,2,4-Trichlorobenzene ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 2,4,5-Trichlorophenol ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 2,4,6-Trlchlorophenol ND mglkg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05115 01 :34 SMS 3755 2-Fluoroblphenyl (SS) 81 % 10-149 5 05/07115 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 2-Fluorophenol (SS) 50% 47-105 5 05/07/15 00:00 SPR 6939 06105115 01:34 SMS 3755 Nitrobenzene·d5 (SS) 70% 57-108 5 06/07115 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Phenol-d6 (SS) 75% 58-97 5 05/07/15 00:00 SPR 6939 06/05/15 01 :34 SMS 3755 Terphenyl--014 (SS) 82% 32-120 5 05/07/15 00:00 SPR6939 06/05/15 01:34 SMS3755 2,4,6-Tribromophenol (SS) 130 % 26-143 5 05/07/15 00:00 SPR6939 06/05/15 01 :34 SMS 3755 Volatile Organic Analysis Analytical Method: SW846 50308/82608 Analyzed by: AN Benzene ND mg/kg 0.025 0.010 05107/1 5 18:57 VMS 3245 4 Bromobenzene ND mg/kg 0.025 0.010 05/07/1518:57 VMS 3245 Bromochloromethane ND mg/kg 0'.025 0.015 1 05/07/15 18:57 VMS 3245 Bromodlchloromethane ND mg/kg 0.025 0.010 1 05/07/15 18:57 VMS 3245 Bromoform ND mg/kg 0.025 0.0050 1 0510711518:57 VMS 3245 Bromomethane (Methyl ND mg/kg 0.10 0.020 1 05/07115 18:57 VMS 3245 Bromide) n-Butylbenzene ND mg/kg 0.025 0.010 05/07/15 18:57 VMS 3245 sec-Butylbenzene ND mg/kg 0.025 0.010 05107/15 18:57 VMS 3245 tert-Butyibenzene ND mg/kg 0.025 0.010 05107115 18:57 VMS 3245 Carbon tetrachloride ND mg/kg 0.025 0.010 05107/1518:57 VMS 3245 Chlorobenzene ND mglkg 0.025 0.010 05/07/15 18;57 VMS 3245 Chloroethane (Ethyl Chloride) ND mg/kg 0.10 O.Q15 05/07/1518:57 VMS 3245 Chloroform ND mg/kg 0.025 0.010 05/07 /15 18:57 VMS 3.245 Chloromethane(Methyl ND mg/kg 0.10 0.010 1 05/07115 18:57 VMS 3245 Chloride) 2-Chlorotoluene ND mg/kg 0.025 0.010 05/07/15 18:57 VMS 3245 4-Chlorotoluene ND mg/kg 0.025 0.010 05/07/15 18:57 VMS 3245 Dlbromochloromelhane ND mg/kg 0.025 0.0050 05/07/1518:57 VMS 3245 1,2-Dibromo-3· chloropropane ND mg/kg 0.025 0.010 05/07/15 18:57 VMS 3245 1,2-Dibromoethane (EOB) ND mg/kg 0.025 0.0050 05107/15 18:57 VMS 3245 Oibromomethane ND mg/kg 0.025 0.010 05/07115 18:57 VMS 3245 1,2-Dichlorobenzene ND mg/kg 0.025 0.010 05/07115 18:57 VMS 3245 1,3-Dichlorobenzene ND mgfkg 0.025 0.010 05/07/1518:57 VMS 3245 1,4-Dlchlorobenzene ND mg/kg 0.025 0.0050 05107/1518:57 VMS 3245 Dlchlorodlfluoromethane (F-ND mg/kg 0,050 0.010 05/07/1 5 18:57 VMS 3245 12) 1, 1-Dlchloroethane ND mg/kg 0.025 0.010 05/07/1518:57 VMS 3245 1,2-Dichloroethane (EDC) ND mg/kg 0.025 0.0050 1 05/07115 18:57 VMS 3245 1, 1-Dtchtoroethene ND mg/kg 0.025 0.010 1 05/07 /15 18:57 VMS 3245 cis-1,2-Dlchloroethene ND mg/kg 0.025 0.010 1 05/07/15 18:57 VMS 3245 6/18/2015 16:1 2 REPORT OF LABORATORY ANALYSIS Page 8 of 27 This report shall not be reproduced, except in run, without the written consent of CALTEST ANALYTICAL LABORATORY ~!""';(~ 1885 North Kelly Road • Napa, California 94558 " ~ 0 tnetac~ (707) 258-4000 •Fax (707) 226-100 l • e-mail: lnfo@caJtestlabs.com DocuStgn Envelope ID: 448F9083·A76E-4EF1-9A95-3F616E43347D NELAP/ORELAP Certifi cation 4036 ~ Caltest ~ ~ .. ~ll1lr•1 1 lu•IH~l"l<I I NV Jl\l!Nl'ltl N"I \t. ANAl.\:.ilS CA-ELAP Certification 1664 II REVISED II ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. Lab ID Q050123004 Date Collected 5/412015 09:33 Matrix Solid Sample ID E000766-01 BARSCREEN RAGS Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters trans-1 ,2-Dlchloroethene 1,2-Dfch!Oropropane 1,3-Dlchloropropane 2,2-Dlchloropropane 1, 1 ·Dlchloropropene Dlchlorotrltluoroethane (F123) Elhylbenzene Hexachlorobutadiene 4-lsopropyltoluene Methyl tert-butyl ether (MTBE) Methylene chloride Naphthalene n-Propylbenzene Styrene 1, 1, 1,2· Tetrachloroethane 1.1,2,2-Tetrachloroethane Tetrachloroethene (PCE) Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1, 1,2· Trichloroethane 1, 1, 1-Trlchloroethane (TCA) Trichloroethane (TCE) Tr1chlorofluoromethane (F- 11) 1,2,3-Triohloropropane Trichlorotritluorethane (F113) 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl chloride Xylenes, total 4-Bromotluorobenzene (SS) Dibromotluoromethane (SS) 1,2-Dichloroethane-d4 (SS) Toluene-d8 (SS) Cy2mlde. Total Analysl$ Cyanide 6/18/2015 16:12 Result Units R. L. ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mgfkg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mgfkg 0.025 ND mg/kg 0.15 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.050 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 ND mg/kg 0.025 92% 74-130 111 % 69-129 116% 61-133 103% 71-135 MDL 0.010 0.010 0.010 0.010 0.010 0.0050 0.010 0.010 0.010 0.010 0,0050 0.010 0.010 0.010 0.010 0.010 0.010 0.0050 0.010 0.010 0.0050 0.010 0.010 0.020 0.010 0.010 0.010 0.010 0.015 0.0050 OF Prepared Batch 1' 1 1 Ani11ytical Method: SW8469012A 0.094 1119/kg 0.080 0.080 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the Written consent of CAL TEST ANALYTICAL LABORATORY 1885 No1th Kelly Road• Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 l • e-mail: info@caltestlabs.com Analyzed Batch Qua I 05107/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/1518:57 VMS 3245 05/07/1518:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07 /15 18:57 VMS 3245 05/07/15 18:57 VMS3245 05/07/15 18:57 VMS 3245 05/07115 18:57 VMS 3245 05107 /15 18:57 VMS 3245 05/07/1518:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05107/1518:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07 /15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05107/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07115 18:57 VMS 3245 05/07/15 18;57 VMS 3245 05107/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS 3245 05/07/15 18:57 VMS3245 05/07/15 18:57 VMS 3245 Analyzed by: BCP 05/09/15 17:05 wco 10778 Page 9 of 27 DocuSign Envelope ID: 448F9083·A76E·4EF1 ·9A95·3F616E43347D NELAP/ORELAP Certification 4036 ,-. \ Caltest CA-ELAP Certification 1664 ' ~ \~,\l'\fl( \I •.\tt•P'R\lfttt' ANALYTICAL RE SUL TS Lab Order: Q050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. Lab ID Q050123005 Date Collected 5/4/2015 09:35 Matrix Solid Sample lo E000767 ·01 GRIT Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R.L. MDL OF Prepared Batch Analyzed Batch Qua I Mercury Analysis, STLC, Low Level Prep Method: SW846 7470ALow Level Prep by: UK Analytical Method: SW846 7470Alow Level Analyzed by: LM Mercury ND ug/L 0.50 0.30 1 05/12/15 00:00 MPR 13577 05/13/15 13:56 MHG4968 Mercury Analysis Prep Method: SW846 7471A Prep by: UK Analytlca.I Method: SW846 7471A Analyzed by: LM Mercury 0.099 mg/kg 0.020 0.00079 1 05/06/15 00:00 MPR 13565 05/07 /15 13:52 MHG4963 Metals Analysis by ICP, STLC Prep Method: SW8463010 Prep by: UK Analytical Method: SW846 60108 (Leachate) Analyzed by: LM Antimony ND mg/L 0.10 0.040 105/11/1500:00 MPR 13573 05/14/15 00:00 MIC 4481 Arsenic J0.055 mg/L 0.10 0.050 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Barium 1.4mgll 0.15 0,070 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Beryllium ND mg/L 0.010 0.0050 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Cadmium J0.0043 mg/L 0.010 0.0040 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Chromium 0.11 mg/L 0.10 0.050 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC4481 Cobalt ND mg/L 0.050 0,020 105/11/1500:00 MPR 13573 05/14/15 00:00 MIC 4481 Copper ND mg/L 0.10 0.030 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Lead ND mg/L 0.10 0.040 1 05/11115 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Molybdenum ND mg/L 0.50 0.20 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Nickel 0.13 mg/L 0.05 0.020 1 05/11115 00:00 MPR 13573 05/14/15 00:00 MIC4481 Selenium ND mg/L 0.50 0.20 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Sliver ND mg/L 0.030 0.0060 1 05/11/15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Thallium ND mg/L 0.10 0.040 1 05/1'1 /15 00:00 MPR 13573 05/14/15 00:00 MIC4481 Vanadium 0.066 mg/L 0.02 0.0050 1 05/11 /15 00:00 MPR 13573 05114/15 00:00 MIC 4481 Zinc 2.9 mgJL 0.20 0.10 1 05/11 /15 00:00 MPR 13573 05/14/15 00:00 MIC 4481 Metals Analysis by ICP Prep Method: SW846 30508 Prep by: UK Analytical Method: SW846 60108 Analyzed by: LM Antimony ND mg/kg 2.0 1.5 1 05/06/15 00:00 MPR 13563 05/14/15 00:00 MIC4479 Arsenic ND mg/kg 2.0 1.0 1 05/06/15 00:00 MPR 13563 05/11115 00:00 MIC4479 Barium 20 mg/kg 1.0 0.70 1 05/06/15 00:00 MPR 13583 05/11/15 00:00 MIC4479 Beryllium ND mg/kg 0.20 0.15 1 05/06/15 00:00 MPR 13563 05/11 /15 00:00 MIC 4479 Cadmium J0.09 mg/kg 0.20 0.050 1 05/06/15 00:00 MPR 13563 05/11 /15 00:00 MIC4479 Chromium 3.0 mg/kg 1.0 0.20 1 05/06/15 00:00 MPR 13563 05/11 /15 00:00 MIC 4479 Cobalt 0.6 mg/kg 0.4 0.20 1 05/06115 00:00 MPR 13563 05/11 /15 00:00 MIC4479 Copper 40 mg/kg 2.0 0.20 1 05/06115 00:00 MPR 13563 05/14/15 00:00 MiC4479 Lead 6.4 mg/kg 1.0 0.50 1 05/06/15 00:00 MPR 13563 05/11 /15 00:00 MIC 4479 Molybdenum ND mg/kg 2.0 1.0 1 05/06/15 oo:oo MPR 13563 05/11 /15 00:00 MIC4479 Nickel 3.4 mg/kg 1.0 0.30 1 05/06/15 00:00 MPR 13563 05/11 /15 00.:00 MIC4479 Selenium ND mg/kg 2.0 0.80 1 05/06/15 00;00 MPR 13563 05/11 /15 00:00 MIC4479 Sliver J0.5 mg/kg 1.0 0.15 1 05/06/15 00;00 MPR 13563 05/11/15 00:00 MIC 4479 Thallium ND mg/kg 2,0 0.70 1 05/06/15 00;00 MPR 13563 05111/15 00:00 MIC 4479 Vanadium 2.6 mg/kg 0.40 0.20 1 05/06/15 00:00 MPR 13563 05/11/15 oo:oo MIC4479 Zinc 96 mg/kg 4.0 1.0 1 05/06/15 00:00 MPR 13563 05/11/15 00:00 MIC4479 Asbestos Analysis • Solid Analytical Method: (per attached report) Asbestos Analysis • Solid 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 10 of 27 Thls report shall not be reproduced, except In full, without the written consent Of CALTEST ANALYTICAL LABORATORY 1885 North Kelly Road •Napa, California 94558 (707) 258-4000 •Fax (707) 226-lOOI •e-mail: info@caltestlabs.com OoouSi~n Envelope ID: 448F9D83-A76E-4EF1-9A95-3F616E433470 NELAP/ORELAP Certification 4036 ~ Caltest -~ '""' ,.,,..,\1 1.\11lllt.\10ll\ CA-ELAP Certification 1664 liREVISEDjj ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. Lab ID Q050123005 Date Collected 5/4/2015 09:35 Matrix Solid Sample ID E000767 ·01 GRIT Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units R. L. MOL DF Prepared Batch Analyzed Balch Qua I Analysis performed by EMSL Analytical, CA-ELAP Certificatlon 1620. Refer to attached for original certificate of analysis. Total Extractable Petroleum Hydrocarbol) Prep Method: SW846 3541 Prep by: MDT Analytical Method: SW846 8015(MOD) Analyzed by: MDT Diesel Fuel NO mg/kg 60 38 5 05/12/15 00:00 SPR 6946 05/27/15 20:17 SFL 1703 5 TPH quantitated as Diesel 1720 mg/kg 60 38 5 05/12/15 00:00 SPR6946 05/27/15 20:17 SFL 1703 Fuel o-Terphenyl (SS) 102 % 40-139 5 05/12/15 00:00 SPR6946 05/27/15 20; 17 SFL 1703 Semlvolatlle Organic Analysis Prep Method: SW846 3540 Prep by: MDT Analytical Method: SW846 8270C Analyzed by: MDT Aoenaphthene NO mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 4.3 Acenaphthylene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/ 15 02: 12 SMS 3755 Aniline ND mg/kg 5.0 3.0 5 05/07/15 oo:oo SPR6939 06/05/15 02:12 SMS 3755 Anthracene ND mg/Kg 5.0 1.5 5 05/07/15 OO:OO SPR6939 06/05/15 02:12 SMS 3755 Benzidine ND mg/kg 10 7.5 5 05/07 /15 00:00 SPR6939 06/05/15 02:12 SMS 3755 Benzo(a)anlhracene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 Benzo(a)pyrene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 Benzo(b)fluoranthene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 Benzo(g,h,i)perylene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 02: 12 SMS 3755 Benzo(k)fluoranthene ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 Benzo!c acid ND mg/kg 30 30 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 Benzyl alcohol ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS3755 Benzyl butyl phlhalate ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 4-Bromophenyl phenyl ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 Carbazole ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 4-Chloroanlline ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02: 12 SMS 3755 bls(2-Chloroethoi<y) methane ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06105/15 02:12 SMS 3755 bis(2·Chloroethyl) elher ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 bls(2-Chloroisopropyl) ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 4-Chloro-3-methylphenol ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR6939 06/05/15 02: 12 SMS 3755 2-Chloronaphthalene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 2-Chlorophenol ND mg/kg 5.0 4.5 5 05/07 /15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 4-Chlorophenyl phenyl ether ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 Chrysene ND rng/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 Total Cresol ND mg/kg 10 9.0 5 05/07/15 00:00 SPR 6939 06/05/15 02: 12 SMS 3755 Dibenzo(a,h)anthracene ND mg/kg 5.0 1.5 5 05/07/15 oo:oo SPR 6939 06/05/15 02: 12 SMS 3755 Oibenzofuran ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 1,2-Dichlorobenzene ND mg/kg 5.0 3.0 5 05/07/15 OO;OO SPR6939 06/05/15 02:12 SMS 3755 1.3·Dichlorobenzene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 1.4-Dichlorobenzene ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02: 12 SMS 3755 3,3'·Dlchlorobenzidine ND mg/kg 5.0 4,5 5 05/07/15 00;00 SPR6939 06/05/15 02:12 SMS 3755 2.4-Diohlorophenol ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06105/15 02:12 SMS 3755 Diethylphthalale ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 6/18/201516:12 REPORT OF LABORATORY ANALYSIS Page 11of27 Thfs report stiall not be reproduced, except In full, without the written consent of CALTEST ANALYTICAL LABORATORY ~'"""11'1'~ 1885North Kelly Road • Napa, California 94558 a ;r . r \ neac~ (707) 258-4000 • Fax (707) 226-l 001 • e-mail: info@caltestlabs.com DocuSign Envelope ID: 448F9D83-A76E·4EF1 ·9A95-3F616E43347D NELAP/ORELAP Certification 4036 .. ".L·. . Cal test CA-ELAP Certification 1664 ~· ,'\"\•,l\tll.At J,•tl(t~,J\1'11\\ t N V Ill o i'i' ,\I C NT tH ,\ N A l Y S r ~ llREVISEDjl ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solld results are reported on a wet weight basts. Lab ID Q050123005 Date Collected 5/4/2015 09:35 Matrix Solid Sample ID E000767-01 GRIT Date Received 5/5/201513:40 Results are expressed as wet weight values Parameters 2,4-0imethylphenol Dimethylphthalate Di-n-butylphthalate 2 ,4-0in!trophAnol 2,4-0inltrotoluene 2,6-Dlnltrotoluene 01-n-octylphthalale 1,2-Dlphenylhydrazine I Azobenzene bis(2-Elhylhexyl) phthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclo pentadlene Hexachloroethane 1ndeno(1,2,3-cd)pyrene lsophorone 2-Methyl-4,6-dinltrophenol 2-Methylnaphthalene 2-Methylphenol (o·Cresol} 3 & 4-Methylphenol(m&p Cresol) Naphthalene 2-Nltroaniline 3-Nltroanillne 4-Nltroanlllne Nltrobenzene 2-Nltrophenol 4-Nllropheno! N-Nitrosodimethylamine N-Nitroso-dl-n-propytamine N-Nitrosodlphenylamlne Pentachlorophenol Phenanthrene Phenol Pyrene Pyridine 1,2,4-T richlorobenzene 2.4,5-Trlchlorophenol 2,4,6-Trlchlorophenol 2-Fluorobiphenyl {SS) 2-Fluorophenol (SS) Nltrobenzene-d5 (SS) Phenol-d6 (SS) Terphenyl-d14 (SS) 6/18/201516:12 ..,.~~~,, lnelac\ Result Units R. L. MDL OF Prepared Batch Analyzed Batch Qua I ND mg/kg 5.0 4.5 5 05107115 00:00 SPR 6939 06/05115 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07115 00:00 SPR 6939 06105/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05115 02: 12 SMS 3755 ND mg/kg 5.0 1.5 5 05/07115 00:00 SPR 6939 06105115 02:12 SMS3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 1.5 5 05/07 /15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07 /15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5,0 3.0 5 05/07/15 OO;OO SPR 6939 06105/15 02:12 SMS 3755 ND mg/kg 5,0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05115 02:12 SMS 3755 ND mg/kg 5.0 1.5 5 05/07/15 00:00 SPR6939 06/05/15 02: 12 SMS 3755 ND mg/kg 5,0 3.0 5 05/07/15 00:00 SPR693g 06105/15 02:12 SMS3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 7.7 mg/kg 5.0 4.5 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07 /15 00:00 SPR6939 06105/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR6939 06/05/15 02:12 SMS3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 1',5 5 05/07/15 00:00 SPR 6939 06/05115 02:12 SMS3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05/15 02: 12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 oo:oo SPR6939 06105/15 02: 12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06105/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/1 5 02:12 SMS3755 ND mg/k.g 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06105/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05107/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR 6939 06105/15 02: 12 SMS 3755 J2.0 mg/kg 5.0 1.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 NDmg/J<g 5.0 3.0 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 3.0 5 05/07/15 00:00 SPR6S39 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 4.5 5 05/07/15 00:00 SPR 6939 06/05/15 02:12 SMS 3755 ND mg/kg 5.0 4.5 5 05/07 /15 00:00 SPR6939 06/05/15 02:12 SMS 3755 75% 10-149 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 54 o/o 47-105 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 61 o/o 57-108 5 05/07/15 00:00 SPR6939 06/05/15 02:12 SMS 3755 65 o/o 58-97 5 05/07 /15 00:00 SPR6939 06/05/15 02:12 SMS 3755 94% 32-120 5 05/07/15 00:00 SPR6939 06/05/15 02: 12 SMS 3755 REPORT OF LABORATORY ANALYSIS Page 12 of 27 This report shall not be reproduced, exoept In full, without the written consent of CALTEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 •Fax (707) 226-1001 • e-mail: info@caltestlabs.com OocuSign Envelope ID: 448F9D83-A76E·4EF1-9A95-3F616E43347D NELAP/ORELAP Certification 4036 CA-ELAP Certification 1664 II REVISED ll ANALYTICAL RESULTS Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. lab ID Q050123005 Date Collected 5/412015 09:35 Matrix Solid Sample ID E000767..01 GRIT Date Received 5/5/2015 13:40 Results are expressed as wet weight values Parameters Result Units RL. MDL OF Prepared Batch Analyzed Batch Qua I 2.4,6·Tribromophenol (SS) Volatlle Organic Analysis Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane (Methyl Bromide) n-Butylbenzene sec-Butylbenzene tert-Butylbenzene Carbon tetrachloride Chlorobenzene Chloroethane (E1hyl Chloride) Chloroform Chloromethane(Methyl Chloride) 2-Chlorotoluene 4-Chlorotoluene Dlbromochloromethane 1,2-Dlbromo-3- chloropropane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dlchlorobenzene 1.3-Dlchlorobenzene 1,4-Dlchlorobenzene Dichlorodlfluoromethana (F- 12) 1, 1-Dlchloroethane 1,2-0lchloroathane (EOC) 1, 1 ·Dichloroethene cls-1,2-Dichloroethene trans-1,2-Dichloroelhene 1,2-Dlchloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1, 1 ·Dlchloropropene Dichlorotrinuoroethane (F123) Ethylbenzene Hexachlorobutadlene 4-lsopropyltotuene Methyl tert-butyl ether (MTBE) 6/18/201516:12 122% 26-143 5 05/07/15 00:00 SPR 6939 Analytical Method: SW846 5030B/8260B ND mg/kg 0.025 0.010 ND mg/kg 0.025 0.010 ND mg/kg 0.025 0.015 ND mg/kg 0.025 0.010 ND mg/kg 0.025 0.0050 ND mglkg 0.10 0.020 ND mg/kg 0.025 0.010 ND mglkg 0.025 0.010 ND mglkg 0.025 0.010 ND mglkg 0.025 0.010 ND mg/kg 0.025 0.010 ND mg/kg 0.10 0,015 ND mg/kg 0.025 0.010 ND mg/kg 0.10 0.010 No mg/kg 0.025 0.010 ND mg/kg 0.025 0.010 ND mg/kg 0.025 0.0050 ND mg/kg 0.025 0.010 ND mglkg 0.025 0.0050 ND mg/kg 0,025 0.010 ND mg/)<g 0.025 0.010 ND mg/kg 0.025 0.010 ND mg/kg 0.025 0.0050 1 ND mg/kg 0.050 0.010 1 ND mg/kg 0.025 0.010 ND mglkg 0.025 0.0050 ND mglkg 0.025 0.010 ND mglkg 0.025 0.010 ND mglkg 0.025 0,010 ND mglkg 0.025 0.010 NO mg/kg 0.025 0.010 ND mg/kg 0.025 0.010 1 ND mg/kg 0.025 0.010 1 ND mg/kg 0.025 0.0050 1 ND mg/kg 0.025 0.010 ND mg/kg 0.02£ 0.010 1 0.16 mg/kg 0.025 0.010 1 ND mg/kg 0.025 0.010 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, exoepl in full, without the written consent of CALTEST ANAL VTICAL LABORATORY 1885 N01th Kelly Road • Napa, California 94558 (707) 258-4000 •Fax (707) 226-1001 •e-mail: info@caltestlabs.com 06/05/15 02; 12 SMS 3755 Analyzed by: AN 05/07/15 20:10 VMS 3245 4 05/07/15 20:10 VMS 3245 05/07115 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07115 20:10 VMS 3245 05107/15 20:10 VMS 3245 05/07 /15 20: 10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07 /1520:10 VMS 3245 05/07/15 20:10 VMS 3245 05107115 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05107/15 20:10 VMS 3245 05/07115 2tHO VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 32A5 05107/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07115 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07 /15 20: 10 v~s 3245 05/07/15 20:10 VMS 3245 05/07/15 20:10 VMS 3245 05/07 /15 20: 10 VMS 3245 05/07115 20: 10 VMS 3245 05/07 /15 20: 10 VMS 3245 05/07/15 20:10 VMS 3245 05/07115 20:10 VMS 3245 05/07115 20\10 VMS 3245 05/07/15 20:10 VMS 3245 Page 13 of27 DocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-SF616E43347D NELAP/ORELAP Cettification 4036 ~ ~-. Caltest ., .. ~ ~N'\• \-&li \I, •. \tlll.._,1Hlt -1t CA-ELAP Certification 1664 fiN VlftON Ml!.NTAL AN \U Sl.S II REVISED II ANALYTICAL RESULTS Lab Order. Q050123 Project ID: NPDES QUARTERLY MAY 2015 Solid results are reported on a wet weight basis. lab ID Q050123005 Date Collected 5/4/2015 09:35 Matrix Solid Sample 10 E000767-01 GRIT Date Received 5/5/201513:40 Results are expressed as wet weight values Parameters Result Units R. L. MDL OF Prepared Batch Analyzed Batch Qual Methylene chloride Naphthalene n-Propylbenzene Styrene 1.1, 1,2-Tetrachloroethane 1, 1,2,2-Tetrachloroethane Tetrachloroethene (PCE) Toluene 1,2.3-Trlchlorobenzene 1.2.4-Trichlorobenzene 1, 1,2-Trichloroethane 1, 1.1-Trichloroelhane (TCA) Trlchloroethene (TCE) Trlchlorofluoromelhane (F- 11) 1,2,3-Trlchloropropane TrichlorotrlOuorelhane (F113) 1,2,4-Trimelhylbenzene 1,3,5-Trlmelhylbenzene Vinyl chloride Xylenes, total 4-Bromofluorobenzene (SS) Dibromofluoromethane (SS) 1,2-Dlchloroelhane-d4 (SS) Toluene-d8 (SS) Cyanide, Total Analysis Cyanide 6/18/2015 16:12 ~"'~. ·line• I r! ~, ~i ac~ ND mg/kg 0.15 0.0050 1 05/07/15 20:10 VMS3245 ND mg/kg 0.025 0.010 1 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 1 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 1 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 1 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 1 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 05/07/15 20:10 VMS 32.45 4.2 rng/kg 0.005 0.0010 05/12/15 20:00 VMS 3245 6 ND mg/kg 0.025 0.010 05/07/15 20:10 VMS3245 ND mg/kg 0.025 0.010 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.0050 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 05/07/1520:10 VMS3245 ND mg/kg 0.025 0.020 05/07/15 20:10 VMS 3245 ND mg/kg 0,025 0,010 05/071i5 20:10 VMS 3245 ND mg/kg 0.050 0.010 05/07/1520:10 VMS3245 NO mgfkg 0.025 0.010 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.010 05/07/15 20:10 VMS3245 ND mg/kg 0.025 0.015 05/07/15 20:10 VMS 3245 ND mg/kg 0.025 0.0050 05/07/15 20:10 VMS 3245 93% 74-130 05/07/15 20:10 VMS 3245 103 o/o 69-129 05/07/15 20:10 VMS 3245 95% 61-133 05/07 /15 20: 10 VMS 3245 93% 71-135 05/07/15 20:10 VMS 3245 Analytical Method: SW846 9012A Analyzed by: BCP 0.25 mg/kg 0.080 0.080 05/09/15 17 :05 wco 10778 REPORT OF LABORATORY ANALYSIS Page 14 of 27 Thls report shall not be reproduced, except In full, without the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 l •e-mail: info@caltestlabs.com DocuSign Envelope ID: 44BF9DB3-A76E-4EF1-9A95·3F616E433470 NELAP/ORELAP Certification 4036 ·~·-Cah est CA-ELAP Certification 1664 Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysls Description: Mercury Analysis Analysls Method: SWB46 7471A METHOD BLANK: Parameter Mercury LABORATORY CONTROL SAMPLE: Parameter Mercury 638756 Blank Result ND 638757 Units mg/kg "-) \'\"\f \I I( ,\I I \l\f ll! \ltllt\ ENV ll\ONMBNT/\L ANA1,\'Sl!S QUALITY CONTROL DATA Reporting Limit MDL 0.020 0.0008 Spike Cone. 0.1 LCS Result 0.12 QC Batch: QC Batch Method: Units Qualifiers mg/kg LCS %Rec 110 %REC MPR/13565 SW846 7471A Limits Qualifier 75-125 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 636759 638760 Q050123001 Spike MS MSD MS MSD % Rec Parameter Units Result Cone. Result Result % Rec % Rec Limit RPO Mercury Analysis Description: Analysis Method: METHOD BLANK: Parameter Antimony Copper METHOD BLANK: Parameter Arsenic Barium Beryllium Cadmium Chromium Cobalt Lead Molybdenum Nickel Selenium Silver Thallium Vanadium Zina 6/18/2015 16:12 mg/kg 0.0009 0.11 0.115 0.115 108 108 75-125 Metals Analysis by ICP QC Batch: SW8466010B QC Batch Method: 638744 Blank Reporting Result Limit MDL Units Qualifiers ND 2.0 1.5 mg/kg ND 2.0 0.2 mg/kg 638744 Blank Reporting Result Limit MDL Units Qualifiers ND 2.0 1.0 mg/kg ND 1.0 0.7 mg/kg ND 5.0 0.15 mg/kg ND 0.20 0.05 mg/kg ND 1.0 0.2 mg/kg ND 0.4 0.2 mg/kg ND 1.0 0.5 mg/kg ND 2.0 1.0 mg/kg ND 1.0 0.30 mg/kg ND 2.0 0.8 mg/kg ND 1.0 0.2 mg/kg ND 2.0 0.7 mg/kg ND 0.40 0.20 mg/kg ND 4.0 1.0 mg/kg REPORT OF LABORATORY ANALYSIS This report shall not be reproduce<l, except in full, without the written consent of CAL TEST ANALYTICAL LABORATORY 1885 Nmth Kelly Road • Napa, California 94558 MPR/13563 SW846 30508 (707) 258-4000 • Fax (707) 226-1 00 I • e-mail: info@caltestlabs.com 0 REVLSED Max RPO Quallflers 35 Page 15 or 27 DocuSign Envelope ID: 448F9083·A76E-4EF1-9A95-3F616E43347D NELAP/ORELAP Cetiification 4036 CA-ELAP Certification 1664 UI VIRU NMIIN'l'Al 1\1'/\L.YSI:S II REVISED ii QUALITY CONTROL DATA Lab Order: 0050123 Project 10: NPDES QUARTERLY MAY 2015 Analysis Description~ Metals Analysis by ICP QC Batch: MPR/13563 Analysis Method: SW8466010B QC Batch Method: SW846 30508 LABORATORY CONTROL SAMPLE: 638745 Spike LCS LCS %REC Parameter Units Cone. Result %Rec Limits Qualifier Antimony mg/kg 20 17 84 75-125 Arsenic mg/kg 20 17 86 75-125 Barium mg/kg 99 90 91 75-125 Beryllium rng/kg 20 19 95 75-125 Cadmium mg/kg 9.9 9.1 92 75-125 Chromium mg/kg 20 18 91 75-125 Cobalt mg/kg 20 17 85 75-125 Copper mg/kg 20 17 88 75-125 Lead mg/kg 99 91 92 75-125 Molybdenum mg/kg 20 16 80 75-125 Nickel mg/kg 20 19 94 75-125 Selenium mg/kg 20 15 77 75-125 Sliver m,g/kg 20 19 95 75-125 Thallium mg/kg 99 88 89 75-125 Vanadium mg/kg 20 17 87 75-125 Zinc mg/kg 99 87 88 75-125 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 638747 638748 0040896001 Spike MS MSD MS MSD %Rec Max Parameter Units Result Cone. Res4lt Result %Rec %Rec Limit RPO RPO Qualifiers Antimony mg/kg 0 20 15.5 15.4 78 78 75-125 0.6 35 Arsenic mg/kg 0 20 18.5 18.4 93 93 75-125 0.5 35 Barium mg/kg 85 100 177 176 92 92 75-125 0.6 35 Beryllium mg/kg 0 20 18.3 18.1 92 91 75-125 1.1 35 Cadmium mg/kg 0.43 10 9.31 9.18 89 88 75-125 1.4 35 Chromium mg/kg 7.3 20 25.2 25.2 90 90 75-125 0 35 Cobalt mg/kg 0.9 20 17.3 17.2 82 82 75-125 0.6 35 Copper mg/kg 110 20 121 121 RNC RNC 75-125 0 35 7 Lead mg/kg 6 100 95.7 94.5 90 89 75-125 1.3 35 Molybdenum mg/kg 0 20 17.1 17.3 86 87 75-125 1.2 35 Nickel mg/kg 6.9 20 25.4 25.3 93 93 75-125 0.4 35 Selenium mg/kg 1.9 20 16.7 17.4 74 78 75-125 4.1 35 8 Sliver mg/kg 1.3 20 20.5 20 9a 94 75-125 2.5 35 Thallium mg/kg 0 100 86.5 85.8 67 66 75-125 0.8 35 Vanadium mg/kg 2 20 19.3 19.1 87 86 75-125 1 35 Zinc mg/kg 420 100 509 514 89 95 75-125 35 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 16 of 27 This report shall not be reproduced, e~cepl In full. without the written consent of CAL TEST ANALYTICAL LABORATORY ! I ~ fn'l!.~ nelac~ '1885 North Kelly Road • Napa, California 94558 (707) 258-4000 •Fax (707) 226-1001 ·e-mail: info@caaestlabs.com DocuSlgn Envelope ID: 448F9083·A76E-4EF1-9A95-3F61 GE433470 NELAP/ORELAP Certification 4036 ,.._ "~-~-c~1ltest CA-ELAP Certification 1664 ; ~ II'-~" ill \I I \l\"I: \ •toj.\ QUALITY CONTROL DATA Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysla Descrtptlon: Metals Analysis by lCP, STLC Analysis Method: SW846 6010B (Leachate) LEACHATE BLANK: 638765 Blank Parameter Result Antimony ND Arsenic NO Barium ND Beryllium ND Cadmium ND Chromium ND Cobalt NO Copper ND Lead ND Molybdenum NO Nickel ND Selenium NO Sliver ND Thallium NO Vanadium ND Zinc ND Reporting Limit MDL 0.10 0.040 0.10 0.050 0.15 0.070 0.010 0.0050 0.010 0.0040 0.10 0.050 0.050 0.020 0.10 0.030 0.10 0.040 0.50 0.20 0.05 0.02 0,50 0.20 0.030 0.006 0.10 0.040 0.02 0.005 0.20 0.10 QC Batch: QC Batch Method: Units Qualifiers mg/L mg/L mg/L mg/L mg/L mg/L rng/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L MPR/13573 SW846 3010 LABORATORY CONTROL SAMPLE: 639463 Spike LCS LCS o/o REC Parameter Units Cone. Result % Ren Limits Qualifier Antimony mg/L 10 8.9 89 80-120 Arsenic mg/L 2 1.9 94 80-120 Barium mg/L 10 9.6 96 80-120 Beryllium mg/L 2 2 100 80-120 Cadmium mg/L 1 0.96 96 80-120 Chromium mg/L 2 1.9 97 80-120 Cobalt mg IL 2 1.9 95 80-120 Copper mg IL 2 2 99 80-120 Lead mg/L 10 9.7 97 80-120 Molybdenum mg/L 2 1.9 94 80-120 Nickel mg/L 2 2 98 80-120 Selenium mg/L 2 1.6 83 80-120 Silver mg/L 10 9.8 98 80-120 Thallium mg/L 10 9.4 94 80-120 Vanadium mg/L 2 1.9 95 80-120 Zinc mg/L 10 9.1 91 80-120 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Thfs report shall not be reproduced, except In full, without the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa1 California 94558 (707) 258-4000 • Fax (707) 226-100 l • e-mail: info@caltestlabs.com II REV.lSED II Page 17 of27 DocuSlgn Envelope ID: 448F9D83·A76E·4EF1 ·9A95·3F618E433470 NELAP/ORELAP Certification 4036 .~ ~-Caltest -,~ • \~'·\J \ 1u ·,\I P \H11t:.\t<t1<\ ., N v mo NMEN1'" I. AN AL y sr.i• QUALITY CONTROL DATA Lab Order: 0 050123 Project ID: NPDES QUARTERLY MAY 2015 Analysls Description: Metals Analysis by ICP, STLC QC Batch: Anatysls Method: SW846 60106 (Leachate) QC Batch Method: MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 639465 639466 Parameter Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Molybdenum Nickel Selenium Silver Thallium Vanadium Zinc Analysis Description: Analysls Method: LEACHATE BLANK: Parameter Mercury Analysis Description: Analysis Method: LEACHATE BLANK: Parameter Mercury 6/18/2015 16:12 Q050123002 Spike MS Units Result Cone. Result mg/l 0.33 10 9.16 mg/l 0.34 2 2.26 mg/L 16 10 25.7 mg/L 0 2 1.89 mg/L 0.014 0.935 mg/L 0.24 2 2.11 mg/L 0.24 2 2.08 mg/L 40 2 42.2 mg/L 0.19 10 9.65 mg/L 2.4 2 4.31 mg/l 0.68 2 2.47 mg/l 0.2 2 1.97 mg/L 0 10 9.72 mg/L 0.074 10 9.51 mg/L 2.8 2 4.63 mg/L 31 10 39.9 Mercury Analysis, STLC, Low Level SW846 7470A Low Level 638765 Blank Result ND Mercury Analysis, STLC SW846 7470A 638765 Blank Result ND Reporting Limit MDL 0.50 0.30 Reporting Limit MDL 0.50 0.30 MSD MS MSD Result %Rec %Rec 9.29 88 90 2.33 96 100 25.9 97 99 1.91 95 96 0.941 92 93 2.11 94 94 2.1 92 93 42.6 110 RNC 9.71 95 4.36 96 2.5 90 2.01 89 10 97 9.65 94 4.66 92 39.9 89 QC Batch: QC Batch Method: Units Qualifiers ug/L QC Batch: QC Batch Method: Units Qualifiers ug/l 95 98 91 91 100 96 93 89 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced. except In full, wllhout tile written consent oi CAL TEST ANAL YT I CAL LABORATORY 1885 North Kelly Road • Napa, California 94558 CA-ELAP Certification 1664 MPR/13573 SW846 3010 %Rec Max Limit RPO RPO Qualifiers 80-120 1.4 20 80-120 3.1 20 80·120 0.8 20 80-120 1.1 20 80-120 0.6 20 80-120 0 20 80-120 1 20 80-120 0.9 20 7 80-120 0.6 20 80-120 1.2 20 60-120 1.2 20 80-120 2 20 80-120 2.8 20 80-120 1.5 20 60-120 0.6 20 80-120 0 20 MPR/13577 SW846 7470A Low Level MPR/13577 SW846 7470A Page 18 of27 (707) 258-4000 •Fax (707) 226-1001 •e-mail: info@caltestlabs.com DocuSfgn Envelope ID: 448F9D83-A76E-4EF1-9A95-3F616E43347D NELAP/ORELAP Certification 4036 Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysls Dascr1ptlon: Analysts Method: Semivolatile Organic Analysis SW846 8270C METHOD BLANK: Parameter Acenaphthene Acenaphthylene Aniline Anthracene Benzidlne Benzo(a)anthracene Benzo(a)pyrene Benzo(b)Ouoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Benzoic acid Benzyl alcohol Benzyl butyl phthalate 4-Bromophenyl phenyl ether Carbazole 4-Chloroanillne bls(2-Chloroethoxy) methane bls(2-Chioroethyi) ether bis(2-Chtoroisopropyl) ether 4-Chloro-3-methylphenol 2-Chloronaphthatene 2-Chlorophenol 4·Chlorophenyl phenyl ether Chrysene Total Cresot Dibenzo(a,h)anthracene Dibenzofuran 1,2-Dichlorobenzene 1.3-Dlchlorobenzene 1,4-Dlchlorobenzene 3,3'-Dlchlorobenzidlne 2.4-Dichlorophenol Dlethyiphthalate 2,4-Dimethylphenol Dimethylphthalate Df-n-butylphthalate 2,4-Dinitrophenol 2,4-Dinitrotoluene 2,6-Dlnltrotoluene Oi-n-octylphthalate 1,20iphenylhydrazine/Azobenzen bis(2-Ethylhexyl) phlhalate Fiuoranthene Fiuorene Hexachtorobenzene 638878 Blank Result ND NO ND ND ND ND ND ND ND ND NO ND ND ND NO ND ND ND ND ND NO NO ND ND NO NO ND NO ND ND NO NO ND NO NO ND ND ND ND ND ND ND ND NO ND E.NV!ltONMLNI \L \f\,\l.Y~lf.~ QUALITY CONTROL DATA QC Batch: QC Batch Method: Reporting Limit MDL Units Qualifiers 0.33 0.20 mg/kg 0.33 0.20 rnglkg 0.33 0.20 mg/kg 0.33 0.10 mg/kg 0.67 0.50 mg/kg 0.33 0.10 mg/kg 0.33 0.10 rng/kg 0.33 0.10 mg/kg 0.33 0.10 mg/kg 0.33 0.10 mg/kg 2.0 2.0 mg/kg 0.33 0.20 mg/kg 0.33 0.10 mg/kg 0.33 0.20 mg/kg 0.33 0.10 mg/l<g 0.33 0.20 mg/kg 0.33 0.20 mg/kg 0.33 0,20 mg/kg 0.33 0.20 mg/kg 0.33 0.30 mg/kg 0.33 0.20 mg/kg 0.33 0.30 mg/kg 0.33 0.20 mg/kg 0.33 0.10 mg/kg 0.67 0.60 mg/kg 0.33 0.10 mg/kg 0.33 0.20 mg/kg 0.33 0.20 mg/kg 0.33 020 mg/kg 0.33 0.20 mg/kg 0.33 0.30 mg/kg 0.33 0.30 mg/kg 0,33 0.20 mg/kg 0,33 0.30 mg/kg 0.33 0.20 mg/kg 0.33 0.10 mg/kg 0.33 0.20 mg/kg 0.33 0.20 mg/kg 0.33 0.20 mg/kg 0.33 0.10 mg/kg 0.33 0.20 mg/kg 0.33 0.30 mg/kg 0.33 0.10 mg/kg 0.33 0.20 mg/kg O.J3 0.10 mg/kg 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Thfs report shall not be reproduced, except In full, without the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road •Napa, Califorrtia 94558 CA-ELAP Certification 1664 SPR/6939 SW846 3540 II REVISED I! Page 19 of 27 (707) 258-4000 •Fax (707) 226-1001 •e-mail: info@caltestlabs.com DocuSign Envelope ID: 448F9D83-A 76E·4EF1 ·9A95·3F616E43347D NELAP/ORELAP Certification 4036 CA-ELAP Cct1ification 1664 flNV I NUNl\1 1 NTAI, 1\N.\l ,'Sf'h QUALlTY CONTROL DATA Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysls Description: Analysis Method.: Semlvolatile Organic Analysis SW846 8270C Blank Reporting Parameter Result Limit Hexachlorobutadiene ND 0.33 Hexachlorocyclo pentadlene ND 0.33 Hexachloroethane ND 0.33 lndeno(1,2,3-cd)pyrene ND 0.33 lsophorone ND 0.33 2-Methyl-4,6-dlnltrophenol ND 0.33 2-Methylnaphthalene NO 0.33 2-Methylphenol (o-Cresol) ND 0,33 3 & 4-Methylphenol(m&p Cresol) ND 0.33 Naphthalene ND 0.33 2-Nitroanlllne ND 0.33 3-Nltroanlllne ND 0.33 4-Nitroanlllne ND 0:33 Nitrobenzene ND 0.33 2-Nltrophenol ND 0.33 4-Nltrophenol ND 0.33 N-Nltrosodimethylarnlne ND 0.33 N-Nitroso-dl·n·propylamine ND 0.33 N-Nltrosodiphenylamine ND 0.33 Pentachlorophenol ND 0.33 Phenanthrene ND 0.33 Phenol ND 0.33 Pyrene ND 0.33 Pyridine ND 0.33 1,2,4-Trichlorobenzene ND 0.33 2,4,5-Trichlorophenol ND 0.33 2,4,6-Trichlorophenol ND 0.33 2-Fluoroblphenyl (SS) gs 10-14g 2-Ftuorophenol (SS) 93 47-105 Nltrobenzene-d5 (SS) 83 57-1 08 Phenol-d6 (SS) 95 58-97 Terphenyl-d14 (SS) 110 32-120 2,4,6-Tribromophenol (SS) 135 26-143 LABORATORY CONTROL SAMPLE & LCSD: 638879 Spike. LCS Parameter Units Cone. Result Acenaphthene mg/kg 3.3 3.46 4-Chloro-3-methylphenol mg/kg 6.7 6.36 2-Chlorophenol mg/kg 6.7 5,9 1,4-Dlchlorobenzene mg/kg 3.3 3.22 2,4-Dlnltrotoluene mg/kg 3.3 3.38 4-Nttrophenol mg/kg 6.7 7.18 N-Nitroso-di-n-propylamine mg/kg 3.3 2.86 QC Batch: QC Batch Method: MDL Units Qualifiers 0.20 mg/kg 0.10 mg/kg 0.20 mg/kg 0.10 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mglkg 0.30 mg/kg 0.30 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mg/kg 0.10 mglkg 0.20 mg/kg 0.30 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mg/kg 0.20 mg/kg 0.10 mglkg 0.20 mg/kg 0.20 mg/kg 0.30 mg/kg 0.30 mg/kg % % 'Yo % % % 638880 LCSD LCS LCSD Result % Rec % Rec 3.2 104 96 6.25 95 94 5.66 89 85 2.91 97 87 3.15 101 95 6.78 108 102 2.62 86 79 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except Jn lull, SPR/6939 SWB46 3540 %REC limits RPO 67-108 7.6 45-96 1.7 62-106 4.2 55-112 10 56-140 7 67-127 5.7 20-120 8,8 without the written consent of CALTEST ANALYTICAL LABORATORY ..9' ..... ~ lnelac·~ 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 l • e-mail: info@caltestlabs.com REVISED Max RPO Quallfler 68 74 50 50 71 52 50 Page 20 of 27 DocuStgn Envelope ID: 448F9083-A76E.-4EF1-9A95·3F616E43347D NELAP/ORELAP Certification 4036 ~· ·., Caltest CA-ELAP Celiification 1664 •(..: \'.'.\l\lh \f I \tlt 1l\\f•1H\ llN V I JU I NM ll NT AL A N A LY SES REVISED QUALITY CONTROL DATA Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysis Description: Semlvolatile Organic Analysis QC Batch: SPR/6939 Analysis Method: SW846 8270C QC Batch Method: SW846 3540 LABORATORY CONTROL SAMPLE & LCSD: 638879 638880 Spike LCS LCSD LCS LCSD %REC Max Parameter Units Cone. Result Result % Rec %Rec Limits RPO RPO Qualifier Pentachlorophenol mg/kg 6.7 9.29 8.74 139 131 53-119 6.1 78 9 Phenol mgfkg 6.7 5.63 5.34 84 80 48-95 5.3 50 Pyrane mglkg 3.3 3.52 3.35 106 101 53-122 4.9 101 1,2,4-Trichlorobenzene mg/k.g 3.3 3.45 3.21 104 96 69-110 7.2 80 2-Fluoroblphenyl (SS) % 102 95 10-149 7.9 2-Fluorophenol (SS) % 90 89 47-105 0.5 Nitrobenzene-d5 (SS) % 95 101 57-108 6.1 Phenol·d6 (SS) % 96 95 58-97 1.6 TerphenyJ-d14 (SS) % 118 111 32-120 6.6 2,4,6-Tribromophenol (SS) % 133 137 26-143 3.1 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 638881 638882 Q040896001 Splko MS MSD MS MSD %Rea Mu Parameter Units Result Cone. Result Result %Rec %Rec Limit RPO RPO Qualifiers Acenaphthene mg/kg 0 10 10.9 11 109 110 67-108 0.9 68 11 4-Chloro-3-methylphenol mg/kg 0 20 22.9 23.9 115 120 45-98 4.3 74 11 2-Chlorophenol mg/kg 0 20 18.4 18.6 92 93 62-106 1.1 50 1.4-Dichlorobenzene mg/kg 0 10 8.82 8.7 88 87 55-112 1.4 50 2, 4-Dlnitrotoluene mg/kg 0 10 11 11 110 110 56-140 0 71 4-Nitrophenol mg/kg 0 20 24.7 27.3 124 137 67-127 10 52 ,, N-Nitroso-di-n-propylarnine mg/k.g 0 10 10.8 11.6 108 116 20-120 7.1 50 Pentachlorophenol mg/kg 0 20 29.5 27.8 148 139 53-119 5,9 78 12 Phenol mg/kg 41 20 63.5 69.8 113 144 48-95 9.5 50 11 Pyrene mg/kg 0 10 24.1 27.7 241 277 53-122 14 101 11 1,2.4-Trichlorobenzene mg/kg 0 10 10.2 9.64 102 96 69-110 5.6 80 2-Fluorobiphenyl (SS) % 113 110 10-149 2.3 2-Fluorophenol (SS) % 81 104 47-105 25 Nitrobenzene-d5 (SS) % 92 94 57-108 1.8 Phenol-d6 (SS) % 109 116 58-97 5.9 10 Terphenyl-d14 (SS) % 201 241 32-120 18 10 2,4,6-Tribromophenol (SS) % 143 143 26-143 0.1 Analysis Description: Total Extractable Petroleum Hydrocarbon QC Batch: SPR/6946 Analysis Method: SW846 8015(MOD) QC Batch Method: SW846 3541 METHOD BLANK: 639585 Blank Reporting Parameter Result Limit MDL Units Qualifiers Diesel Fuel ND 4 2 mg/kg TPH quantltated as Diesel fuel ND 4 2 mg/kg 6/18/201516:12 REPORT OF LABORATORY ANALYSIS Page 21of27 Ttils report shall not be reproduced. except In full, Wlthout the written consent of CALTESTANALYTICAL LABORATORY 18'85 No1th Kelly Road •Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 I • e-tnail: info@caltcstlabs.com DocuSfgn Envelope ID: 448F9083·A76E-4EF1-9A95-3F616E43347D NELAP/ORELAP Certification 4036 (: ~ ~ .... Caitest CA-ELAP Ceitification 1664 "• ~. "'\I \"I I< \I I \1\111: '""" E N V Ill 0 N M J-: N 1' A I. A N A I \' S ES QUALITY CONTROL DATA Lab Ort!er: 0050123 Projeot ID; NPDES QUARTERLY MAY 2015 Ahalysls Description: Total Extractable Petroleum Hydrocarbon QC Batch: Analysis Method: SW846 8015(MOD) QC Batch Method: SPR/6946 SW8463541 Reporting Parameter Blank Result Limit MDL Units Qualifiers o-Terphenyl (SS) 92 40-139 % LABORATORY CONTROL SAMPLE: 639586 Spike LCS LCS Parameter Units Cone. Result % Rec Diesel Fuel mg/kg 67 57 85 o-Terphenyl (SS) % 89 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 639588 639589 Q050228001 Spike MS MSD MS %REC Limits Quallfler 36-120 40-139 MSD %Rec Parameter Units Result Cone. Result Result %Rec %Rec Limit RPO TPH quantitated as Diesel Fuel mg/kg 1170 200 1820 1620 RNC RNC 28-156 12 o-Terphenyl (SS) % 123 112 40-139 9.4 Analysis Description: Volatile Organic Analysis QC Batch: VMS/3245 REVISED Max RPO Quallfie.rs 40 7 Analysis Method: SW846 50308/82608 QC Batch Method: SW846 50308182608 METHOD BLANK: 638856 Blank Reporting Parameter Result Limit MDL Units Qualifiers Benzene ND 0.005 0.002 mg/kg 8romobenzene ND 0.005 0.002 mg/kg Bromochloromethane ND 0.005 0.003 mg/kg Bromodichloromethane ND 0.005 0.002 mg/kg Bromoform ND 0,005 0,001 mg/kg Bromomethane (Methyl Bromide) ND 0.020 0.004 mg/kg n-Butylbenzene ND 0.005 0.002 mg/kg sec-Butylbenzene ND 0.005 0.002 mg/l<g tert-Butylbenzene ND 0.005 0.002 mg/k_g Carbo11 tetrachloride ND 0.005 0.002 mg/kg Chlorobenzene ND 0.005 0.002 mg/kg Chloroethane (Ethyl Chloride) ND 0.020 0.003 mg/kg Chloroform ND 0.005 0.002 mg/kg Chloromethane(Methyl Chloride) ND 0.020 0.002 mg/kg 2-Chlorotoluene ND 0.005 0.002 mgil<g 4-Chlorotoluene ND 0.005 0.002 mg/kg Dibromochlorometha11e ND 0.005 0.001 mg/kg 1,2-Dibromo-3-chloropropane ND 0.005 0.002 mg/kg 1,2-Dibromoethane (EDB) ND 0.005 0.001 mg/kg Dlbromomethane ND 0.005 0.002 mg/kg 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 22 of 27 This report shall not be reproduced, except In lull, Without the written conse~t of CAL TEST ANALYTICAL LABORATORY 1885 No1th Kelly Road •Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 I • e-mail: info@caltestlabs.com DocuSign Envelope ID: 448F9D83-A76E-4EF1 -9A95-3F616E43347D NELAP/ORELAP Certification 4036 ~ . CaJtest -~ \"\\1)11 .. 11 I 11li 111 .. o'I,\ CA-ELAP Certification 1664 1: N V 1 ll 0 N 1\1 I~ N I' \ I /\ N A I \' S I· .1. II REVISED II QUALITY CONTROL DATA Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysis Description; Volatile Organic Analysis QC Batch: VMS/3245 Analysis Method: SW846 50308/82608 QC Batch Method: SW646 50308/62608 Blank Reporting Parameter Result Limit MDL Units Qualifiers 1,2-Dichlorobenzene ND 0.005 0.002 mg/kg 1,3-0lchlorobenzene ND 0.005 0.002 mg/kg 1.4-Dichlorobenzene ND 0.005 0.001 mg/kg DichlorodJfluoromelh!lne (F-12) ND 0.010 0.002 mg/kg 1, 1-Dichloroethane NO 0.005 0.002 mg/kg 1,2·Dichloroethane (EDC) ND 0.005 0.001 mg/kg 1, 1-Dichloroethene NO 0.005 0.002 mg/kg ds-1,2-Dichloroethene ND 0,005 0.002 mglk~ trans-1,2·Dichloroethene ND 0.005 0.002 mg/kg 1,2-Dichloropropane ND 0.005 0.002 mg/kg 1,3-0ichloropropane ND 0.005 0.002 mg/kg 2,2-0ich!oropropane ND 0.005 0.002 mg/kg 1, 1-Dichloropropene ND 0.005 0.002 mg/kg Dichlorotrifluoroethane (F123) ND 0.005 0.001 mg/kg Ethylbenzene ND 0.005 0.002 mg/kg Hexachlorobutadiene ND 0.005 0.002 mg/kg 4-tsopropyltoluene ND 0.005 0.002 mg/kg Methyl lert-butyl ether (MTBE) ND 0.005 0.002 mg/kg Methylene chloride ND 0.030 0.001 mg/kg Naphthalene ND 0.005 0.002 mg/kg n·Propylbenzene ND 0.005 0.002 mg/kg Styrene ND 0.005 0.002 mg/kg 1, 1,1,2-Tetrachloroethane ND 0.005 0.002 mg/kg 1, 1,2,2· Tetrachloroethane ND 0.005 0.002 mg/kg Tetrachloroethene (PCE) ND 0.005 0.002 mg/kg Toluene ND 0.005 0.001 mg/kg 1,2,3-Trichlorobenzene ND 0.005 0.002 mg/kg 1,2,4-Trichlorobenzene ND 0.005 0.002 mg/kg 1, 1,2-Trichloroethane ND 0.005 0.001 mg/kg 1, 1, 1-Trichloroethane (TCA) ND 0.005 0.002 mg/kg Trlchloroethene (TCE) ND 0.005 0.002 1)1g/kg Trichlorofluoromethane (F-11) ND 0.005 0.004 mg/kg 1,2,3·Trichloroptopane ND 0.005 0.002 rng/kg Tlichlorotrifluorethane (F113) ND 0.010 0.002 nig/kg 1,2.4-Trlmethylbenzene ND 0.005 0.002 mg/kg 1,3 ,5· Trimethylbenzene NO 0.005 0.002 mg/kg Vinyl chloride ND 0,005 0.003 mg/kg Xylenes, total ND 0.005 0.001 mg/kg 4-Bromofluorobenzene (SS) 89 74-130 % Dibromofluoromethane (SS) 101 69-129 % 1,2·Dichloroethane·d4 (SS) 90 61-133 % Toluene-dB (SS) 101 71-135 % 6/18/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 23 of27 This report shall not be reproduced, e~cept In full, without the wrllten consent of CALTEST ANALYTICAL LABORATORY 1885 North Kelly Road• Napa, California 94558 (707) 258-4000 • F~x (707) 226-100 L •e-mail: info@caltestlabs.com DocuSign Envelope ID; 448F9083-A76E-4EF1 ·9A95-3F616E43347D NELAP/ORELAP Certification 4036 CA-ELAP Certification l664 L!'IVI IH >N lll l!N'J'A l A NA l1Y ~I~~ II REVISED II QUALITY CONTROL DATA Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysis Description: Volatile Organic Analysis QC Batch: VMS/3245 Analysis Method: SW846 50308/82608 QC Batch Method: SW846 50308/82608 LABORATORY CONTROL SAMPLE & LCSD: 638857 638858 Spike LCS LCSD LCS LCSD %REC Parameter Units Cone. Result Result %Rec %Rec limits RPO Benzene mg/kg 0.04 0.0443 0.0366 111 92 50-150 19 Bromochloromethane mg/kg 0.04 0.043 0.0365 108 91 50-150 16 Bromodichloromethane mg/kg 0.04 0.0452 0.0385 113 96 50-150 16 Chlorobenzene mg/kg 0.04 0.0418 0.0343 105 86 50-150 20 1, 1-Dlchloroethene mg/kg 0.04 0.0444 0.0358 111 90 50-150 21 Methyl tert-butyl ether (MTBE) mg/kg 0.04 0.0488 0.0421 122 105 50-150 15 Toluene mg/kg 0.04 0.0413 0.0339 103 85 50-150 20 Trichloroethane (TCE) mg/kg 0.04 0.0442 0.0371 111 93 50-150 17 4-Bromofluorobenzene (SS) % 94 91 74-130 3.2 Dibromofluoromethane (SS) % 100 100 69-129 0 1.2-0lchloroethane-d4 (SS) % 101 98 61-133 3.3 Toluene-dB (SS) % 100 101 71-135 1.2 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 639382 639383 0050214001 Spike MS MSD MS MSO %Rec Parameter Units Result Cone. Result Result %Rec %Rec Limit RPO Benzene mg/kg 0 0.2 0.142 0.154 71 77 50-150 8.1 Bromochloromethane mg/kg 0 0.2 0.137 0.146 69 73 50-150 6.4 Bromodichloromethane mg/kg 0 0.2 0.104 0.0867 52 43 50-150 18 Chforobenz.ene mg/kg 0 0.2 0.111 0.109 56 55 50-150 1.8 1,1-Dichloroethene mg/kg 0 0.2 0.148 0, 173 74 87 50-150 16 Methyl tert·butyl ether (MTBE) mg/kg 0 0.2 0.163 0.167 82 84 50-150 2.4 Toluene mg/kg 0.082 0.2 0.218 0.234 68 76 50-150 7.1 Trichloroethene (TCE) mg/kg 0 0.2 0.129 0.135 65 68 50-150 4.5 4-Bromofluorobenzene (SS) % 92, 91 74-130 1.3 Dlbromofluoromelhane (SS) % 100 109 69-129 8.2 1.2-Dichloroethane-d4 (SS) % 105 112 61-133 6.2 Toluene-dB (SS) % 102 97 71-135 5.5 Analysis Description: Cyanide, Total Analysis Analysis Method: SW846 9012A QC Batch: QC Batch Method: WC0/10778 SW8469012A METHOD BLANK: Parameter Cyanide 6/18/2015 16:12 639384 Blank Result NO Reporting Limit MDL Units Quallflers --------0.080 0.080 mg/kg REPORT OF LABORATORY ANALYSIS This report shall nol be reproduced, except In lull, wlthout the written consent of CALTEST ANALYTICAL LABORATORY 1885 North Kelly Road •Napa, California. 94558 (707) 258-4000 • Fa."X (707) 226-100 l • e-mail: i11fo@caltestlabs.com Max RPO Qualifier 50 50 50 50 50 50 50 50 Max RPO Qualifiers 50 50 50 13 50 50 50 50 50 Page24 of 27 DocuSign Envelope ID: 448F9083·A76E·4EF1 ·9A95·3F616E433470 NELAP/ORELAP Certification 4036 ·~·-;, Calteslt CA-ELAP Certification 1664 • • ~ \ '\. II \ I II' II I \ 11"1! \I'll!\ tlNVIK ONMENTAl. ANAl.YSES ~REVISED! QUALITY CONTROL DATA Lab Order: 0050123 Project ID: NPDES QUARTERLY MAY 2015 Analysis Description: Cyanide, Total Analysis Analysts Method: SWB46 9012A QC Batch: QC Batch Method: wco11on 8 SW846 9012A LABORATORY CONTROL SAMPLE: Parameter Cyanide 639385 Units mg/kg Spike Cone. 0.3 LCS Result 0.3 LCS % Rec 101 o/o REC Limits Qualifier 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 639386 639387 Q050123001 Spike MS MSD MS MSD o/o Rec Parameter Units Result Cone. Result Result o/o Rec °lo Rec Limit Cyanide mg/kg 0.69 0.6 1.08 1.12 65 72 70-130 RPO 3.6 Analysis Description: Percent Solids Analysis Analysis Method: SM20·2540 G QC Batch: QC Batch Method: WGR/5763 SM20-2540 G METHOD BLANK: Parameter Solids, Percent SAMPLE DUPLICATE: Parameter Solids, Percent 6/18/201516:12 639023 Blank Result ND 639038 Reporting Limit MDL 0.1 0.1 Units Quailflers o/o Max Units Q050089001 Result DUP Result RPO RPO Qualifiers o/o 17.8 17.7 0.6 20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 I • e-mail: info@caltestlabs.com Max RPO Quallflers 30 8 Page 25of27 DocuSlgn Envelope ID: 448F9D83-A76E-4EF1·9A95-3F616E433470 NELAP/ORELAP Certification 4036 ·~ I .... Ca test. CA-ELAP Certification 1664 ~ ''-\J)fh.~1 I \.hllll.~IOll\ II REVISED II QUALITY CONTROL DATA QUALIFIERS Lab Order: Q050123 Project ID: NPDES QUARTERLY MAY 2015 QUALITY CONTROL PARAMETER QUALIFIERS 3 7 8 9 10 11 12 13 6/18/2015 16:12 ~)\·~ lnelac\ Results Qualifiers: Report fields may contain codes and non-numeric data correlating to one or more of the following definitions: NS -means not spiked and will not have recoveries reported for Analyte Spike Amounts QC Codes Keys: These descriptors are used to tielp identlfy the $pacific QC samples and clarify the report. MB -Method Blank Method Blanks are reported to the same Method Detection Limits (MDLs) or Reporting Limits (RLs) as the analytical samples in the corresponding QC batch. LCS/LCSD -l aboratory Control Spike I Laboratory Control Spike Duplicate DUP -Duplicate of Original Sample Matrix MS/MSD -Matrix Spike I Matrix Spike Duplicate RPO -Relative Percent Difference %Recovery -Spike Recovery stated as a percentage Sample diluted due to a high concentration of non-target analyte(s), resultlng In increased reporting limits. RNC =Recovery Not Calculated. Matrix Splke/Matrlx Spike Duplicate (MS/MSD) recoveries were not calculated due to the high native concentration in the sample selected for MS/MSD versus the laboralorY spike concentration. Low Matrix Spike recovery(ies) due to possible matrix interferences in the QC sample. QC batch accepted based on LCS and RPO results. Spike r~very for this compound was high, outstde Caltest acceptance criteria. A sample result of 'ND' for this compound shoul~ be considered valkl. otherWise any other vafue reµorted stwuld be considered estlrneted. Due to matrix interferences present In tne sample, surrogate recoveries falled to meet the QA/QC acceptance criteria. Matrix Spike recovery(ies) outslde control lirnlts: LCS(LCSD) recoveries and RPO are in control. Possible Matrix lnterferenae in QC sample. Matrix Spike recovery(ies) outside control limits, RPO recovery is in control. Possible Mattix Interference in QC sample. Matrix Spike recovery(ies) outside of control limits. Sample result accepted based on LCS, RPO and Method Blank. REPORT OF LABORATORY ANALYSIS Th1s report shall not be reproduced, except In full, wlthout the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 • Fax (707) 226-100 I •e-mail: info@caltestlabs.com Page 26 of27 DocuSlgn Envelope ID: 448F9083-A76E-4EF1 ·9A95-3F616E43347D NELAP/ORELAP Certification 4036 ~. Caltest .(... ..... \h \I\ lll \I t \fllU4 \1,UI) CA-ELAP Certification 1664 L:NVI H (ll\'l\14N'l'f\1 ;\N<\1 V l.l> REVlSED QUALITY CONTROL DATA CROSS REFERENCE TABLE Lab Order: 0050123 Project fD: NPDES QUARTERLY MAY 2015 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch Q050123001 E000764-01 ASH A SW846 7471A MPR/13565 SW846 7471A MHGf4963 Q050123004 E000766·01 BARSCREEN SW84o7471A MPR/13565 SW846 7471A MHG/4963 Q050123005 E000767-01 GRll SW8467471A MPR/13565 SW846 7471A MHG/4963 Q050123002 E000763·01 ASH A SW646 7470A MPR/13577 SW646 7470A MHG/4968 Q050123004 E000766-01 BARSCREEN SW846 7470ALow Level MPR/13577 SW846 7470A Low MHG/4968 Q050123005 E000767-01 GRIT SW846 7470A Low Level MPR/13577 SW846 7470A Low MHG/4968 0050123001 E000764-01 ASH A SW846 30508 MPR/13563 SW646 60108 MIC/4479 Q050123004 E000766-01 BARSCREEN SW846 3050B MPR/13563 SW84660108 MIC/4479 Q050123005 E000767·01 GRIT SW846 3050B MPR/13563 SW84660108 MIC/4479 Q050123002 E000763-01 ASH A SW846 3010 MPR/13573 SW64660108 MIC/4481 Q050123004 E000766-01 BARSCREEN SW846 3010 MPR/13573 SW8466010B MIC/4481 0050123005 E000767·01 GRIT SW846 3010 MPR/13573 SW8466010B MIC/4481 Q050123003 E000765-01 ASH A (per-attached report) REF/2065 Q050123004 E000766·01 BARSCREEN (per attached report) REF/2065 0050123005 E000767·01 GRIT (per attached report) REF/2065 0050123004 E000766-01 BARSCREEN SW846 3541 SPR/6946 SW846 8015(MOO) SFU1703 Q050123005 E000767-01 GRIT SW646 3541 SPR/6946 SW846 8015(MOD) SFU1703 Q050123004 E000766-01 BARSCREEN SW846 3540 SPR/6939 SW846 8270C SMS/3755 Q050123005 E000767-01 GRIT SW846 3540 SPR/6939 SW8468270C SMS/3755 Q050123004 E000766-01 BARSCREEN SW846 5030B/8260B VMS/3245 Q050123005 E000767-01 GRIT SW846 50308/82608 VMS/3245 0050123001 E000764.01 ASH A SW846 9012A WC0/10778 Q050123004 E000766·01 BARSCREEN SW846 9012A WC0/10778 Q050123005 6000767-01 GRIT SW846 9012A WOOl10778 Q050123001 E000764-01 ASH A SM20-2540 G WGR/5763 6118/2015 16:12 REPORT OF LABORATORY ANALYSIS Page 27 of 27 This report shall not be reproduced, except In fUll, w1thout the written consent of CAL TEST ANALYTICAL LABORATORY 1885 North Kelly Road • Napa, California 94558 (707) 258-4000 •Fax (707) 226-100 I •e-mail : info@caltcstlabs.com DocuSi.gn Envelope 10: 448F9083·A76E-4E:F1 -9A95·3F616E433470 464 McCormick Stroot, San Loandro, CA 94577 Phon11/Fa1t (510) 895-3675 / (510) 895-3680 EMSLOrder: CustomerlD: CustomerPO: 091506686- CAL T50 Q050123 • EMSLAnalytical, Inc ht1p·1twww.EMSL.com sanlea11d!olpb@emsl.com ProjectlD: Attn: Client Services Caltest Analytical Laboratories, Inc. 1885 North Kelly Road NAP A, CA 94558 Prolect: Q050123 Phone: Fax: Received: Analysis Date: Collected: (707) 258-4000 (707) 226-1001 05108/15 10:00 AM 5/21/2016 5/8/2015 Test Report: PLM Analysis of Bulk Samples for Asbestos via EPA 600/R-93/116 Method with CARB 435 Prep {Milling) Level A for 0.25% Target Analytical Sensitivity Sample Description 0050123003 E000765·01 ASH A 091606888·0001 0050123004 E000766-01 091506886-0002 BARSCREEN RAGS 0050123005 E00076-01 GRIT 091606686-0003 Analyst(s) Matthew Batongbacal (3) Appearance % Fibrous Brown Non-Fibrous Hom eneous Brown 100 .00% Cellulose Fibrous Hom eneous Black Non-Fibrous Homogeneous Non-Asbestos % Non-Fibrous 100.00% Non·flbrous (other) 100.00% Non-fibrous (other) Asbestos % Type None Detected None Detected None Detected Chris Dojlidko, Laboratory Manager or other approved signatory 'Thia report relate& only to Ille sampl&a !Isled abo'le and moy nol be rej)foduced except In lull, without EMSL's wrltlon approval. This roport must not be used by the client to claim product certlOcaUon. opprovel, or endorsement by NVLAP, NIST, or any agency of tho federal g0"9mment. EMSl Is not responslble lorsamplo collec\lon actfllltlos or rnelhod llrnllaUons. Soma semples may conlaln asbestos Obers below the resolution llmlt of PLM. EMSL recommends !hat samples reported as none deleoted or less than the limit of detecllon undergo addltlonal analyals via TEM,Sample• rocolwd lo good condlUon unle1111 ollterwlse noted. Samples analyzed by EMSL Ana(ytlca!, Inc San lnandro, CA Initial report from 05/21/2015 14:14:17 Test Report PLMPTC-7.25.0 Printed: 5121/2015 2:14:17 PM THIS IS THE LAST PAGE OF THE REPORT. \.~!1~~~~~ 1885 J\. KELLY RO.W NA.PA, CA 94558 (707) 258-4000 FAX (707) 226-l 00 I PAGE , OF % SAMPLE CHAIN OF CUSTODY 1;~~~c ~ME I PHOJ~~ MJ•l~l ·"-··~-·-· t.A8 OltOifl "sf Qc5o\J.~I NPDES QuarterlvMay 2015 4615000068 WE.NT: IRS'~lA ·~' City of Palo Alto Samantha Bialorucki ANALYSES REQUESTED 1-INfJ..w~; Sf"An::: r~ I -0 2501 Embarcadero Way, Palo Alto CA 94303 ., ;J .. lURN-AROUND TIME IBILUHG ADDR.,....; A , •• : .Cl :c a Cl. -(Please pl'iovide data in CWIQS fonnat zip file and PD F's) .. g Ao I-;;;-ITlsTAADAAO :B .0 z ~ ;.; N ., -;ft. cii ... ... IP110NE N .. •a°"' l~AX PHor.., """'~ 1;MPUR Q'JllNTll: SIG1'lNAMI\): Cl. s E ri :c w ... <( 0 ,._ :!! g I-"' "' Cl. 011usH 650.-329-2334 650-494-8395 WQCP Lab and OPS "O 0 :::c .., :IE < w c .... :; ::< "' -0 2 0 Q. 0 ~ 0 w >. < o; ,; 0 .. -l 0 0 DUE DATE: 0 ., .. I-~ 0 ~ m Cl!. .Cl "' 0 0 ti .. > ~ .. < ., ~ < < ~ w 0 ::i "' CALTEST DATE SAM PUE CQH'tAIHEA CUENT COM?. or .. TIME$AMPUD PRESERVATIVE SAMPLE IOENTIACATION /.SITE -l 0 :a; REMARKS LAB# SAMPLED MATRIX' TYP'e/ANOUNT"'" LAB# GAAB I-"' 0 -l I-I- 5/4/2015 10:00 SL BozlSJ None E000764-01 ASH A COMP x x x TTLC; Quarterly Composite 5/412015 10:00 SL So:z/SJ None E000763-01 ASH A COMP x STLC (mg/L) 5/412015 10:00 SL 8ozfSJ None E000770-01 ASH ~* A COMP x l *" 51412015 7:00 SL Soz/SJ None eooono-01 Sludge C:ike A COMP x x Report Ory Wt in mg/Kg to 3 sig figs. 5/4/2015 ' 9:33 SL 1LISJ None E000766-01 Barscreen IRags A GRAB x x x x x 5/4/2015 9:35 SL 1LISJ None E000767-01 Grit A GRAB x x· x x x I • I I I REUNQ\fl.SH!DBY OATE!TlME R£~EDBY A \\cm.test \..._v ANAL\'JJCAL t..\BORJUt>nY Sending Laboratory Caltest Analytical Laboratory ENVIRONMENTAL ANALYSES 1885 N. Kelly Rd. Napa, CA 94558 Phone: (707) 258-4000 Fax: (707) 226-1001 Report To: Client Services Email: pmgr@caltestlabs.com SUBCONTRACT CHAIN OF CUSTODY PROJECT ID I PO NUMBER -Q050123 Receiving Laboratory EMSLAnalytical, Inc. 464 Mc Mormick St. San Leandro, CA 94577 Phone: (510) 895-3675 Fax: (510) 895-3680 Page 1 of1 PMReview: ~ Due Date: 05/22/15 (contact if due date cannot be met) Sampled By: VV ~ UW / 0 PS Calles! Lab ID · (r~f. Qp!y}-~C~lSa.mple !Q 0050123003 E000765-01 ASH A 0050123004 E000766-01 BARSCREEN RAGS 0050123005 E000767-01 GRIT ~ Relinquished By ReTinquished By Thursday, May 07 2015 12:1 1PM M<!t'.rix ~mple: Date _ Container 1.Y-P'e Pr.~~yauve R~q.u~t~ A~lyse~ ~ SL 05/04/2015 10:00 S;f 8e; ll.ti:!1:. Asbestos Analysis -PLM Carb A SL 05/0412015 09:33 Asbestos Analysis -PLM Carb A SL 05/0412015 09:35 Asbestos Analysis -PLM Carb A 5/1hs j530 ~ Date/Time Received By Date/ Time Received By Matrix: AQ -Aqueous OW -Dnnkrng W;>ter SL -Sofid Comments Date I Time Date /Time DocuSign Envelope ID: 448F9083·A76E·4EF1 ·9A95-3F616E43347D ANALYTICAL RESULTS REPORTS Company: City of Palo Alto WQCP Address: 2501 Embarcadero Way Palo Alto, CA 94303 Contact: Samantha Bialorucki Project Manager Date: August 27, 2015 Project Number: NPDES & Non-NPDES, WQCP TABLE I Sample ID Sample Matrix EPA Analyses Results ± 2 sigma MOA Date Method pCi/gram Error E000766 05-04-15 Solid BAR SCREEN RAGS (09:33) Analyses completed on: 8/25/15 900.0 Gross Alpha 0.07 ± 0.03 0.01 8/25/15 900.0 Gross Beta 0.06 ± 0.03 0.05 8/11/15 901.1 K-40 ND 0.02 0.25 8/11/15 901.1 1-131 ND 0.01 0.30 8/11/15 901.1 Mn-54 ND 0.01 0.01 8/11/15 901.1 Co-58 ND 0.01 0.01 8/11/15 901.1 Co-60 ND 0.01 0.01 8/11/15 901.1 Cs-137 ND 0.01 0.01 8/11/15 901.1 Eu-152 ND 0.01 0.01 8/11/15 901.1 Eu-154 ND 0.01 0.02 8/11/15 901.1 Eu-155 ND 0.01 0.01 8/11/15 901.1 Ir-192 ND 0.01 0.01 8/11/15 901.1 Tl -208 ND 0.01 0.04 8/11/15 901.1 Pb-210 0.02 ± 0.02 0.02 8/11/15 901.1 Bi-212 ND 0.03 0.08 8/11/15 901.1 Pb-212 ND 0.01 0.01 8/11/15 901.1 Bi-214 ND 0.01 0.02 8/11/15 901.1 Pb-214 ND 0.01 0.02 8/11/15 901.1 Ra -226 ND 0.01 0.03 8/11/15 901.1 Ac:-228 ND 0.01 0.03 8/11/15 901.1 Th-228 ND 0.01 0.03 8/11/15 901.1 Th-230 ND 0.01 0.20 8/11/15 901.1 Th-232 ND 0.01 0.02 8/11/15 901.1 Th-234 0.03 ± 0.01 0.03 8/11/15 901.1 Pa-234m ND 0.01 0.01 8/11/15 901.1 U-233/234 ND 0.01 0.02 8/11/15 901.1 U-235 ND 0.01 0.01 8/11/15 901.1 U-238 ND 0.01 0.02 DoouSlgn Envelope ID: 448F9083·A76E·4EF1 ·9A95·3F616E433470 TABLE I (cont'd) Sample ID Sample Matrix EPA Analyses Results + 2 sigma MDA Date Method E!Cl/gram Error E000767 05-04-15 Solid GRIT {09:35) Analyses completed on: 8/25/15 900.0 Gross Alpha 1.62 ± 1.30 0.62 8/25/15 900.0 Gross Beta ND 2.70 3.78 8/12/15 901.1 K-40 0.33 ± 0.04 0.20 8/12/15 901.1 I-131 ND 0.01 0.10 8/12/15 901.1 Mn-54 ND 0.01 0.01 8/12/15 901.1 Co-58 ND 0.01 0.01 8/12/15 901.1 Co-60 ND 0.01 0.01 8/12/15 901.1 Cs-137 ND 0.01 0.01 8/12/15 901.1 Eu-152 ND 0.01 0.01 8/12/15 901.1 Eu-154 ND 0.01 0.02 8/12/15 901.1 Eu-155 ND 0.01 0.01 8/12/15 901.1 Ir-192 ND 0,01 0.01 8/12/15 901.1 Tl-208 ND 0.01 0.04 8/12/15 901.1 Pb-210 0.06 ± 0.01 0.01 8/12/15 901.1 Bi-212 ND 0.01 0.07 8/12/15 901.1 Pb-212 ND 0.01 0.01 8/12/15 901.1 Bi-214 ND 0.01 0.12 8/12/15 901.1 Pb-214 ND 0.01 0.02 8/12/15 901.1 Ra-226 0.01 ± 0.01 0.01 8/12/15 901.1 Ac-228 ND 0.01 0.03 8/12/15 901.1 Th-228 ND 0.01 0.04 8/12/15 901.1 Th-230 ND 0.01 0.02 8/12/15 901.1 Th-232 0.02 ± 0.01 0.01 8/12/15 901.1 Th-234 0.05 ± 0.01 0.02 8/12/15 901.1 Pa-234m ND 0.02 0.07 8/12/15 901.1 U-233/234 0.15 ± 0.03 0.01 8/12/15 901.1 U-235 ND 0.01 0.01 8/12/15 901.1 U-238 0.06 ± 0.01 0.0.1 DocuSign Envelope ID: 448F9083·A76E-4EF1-9A95-3F616E433470 TABLE I (cont'd) Sample ID Sample Matrix EPA Analyses Results + 2 sigma MDA Date Method pCi/gram Error E000770 05-14-15 Solid SLUDGE CAKE (07:00) Analyses completed on: 8/25/15 900.0 Gross Alpha 1.48 ± 0.37 0.08 8/25/15 900.0 Gross Beta 1.35 ± 0.32 0.38 6/08/14 901.1 K-40 0.79 ± 0.03 0.27 8/13/15 901.1 1-131 ND 0.05 0.70 8/13/15 901.1 Mn-54 ND 0.01 0.01 8/13/15 901.1 Co-58 ND 0.01 0.01 8/13/15 901.1 Co-60 ND 0.01 0.01 8/13/15 901.1 Cs-137 ND 0.01 0.01 8/13/15 901.1 Eu-152 ND 0.01 0.02 8/13/15 901.1 Eu-154 ND 0.01 0.02 8/13/15 901.1 Eu-155 ND 0.01 0.01 8/13/15 901.1 lr-192 ND 0.01 0.01 8/13/15 901.1 Tl-208 ND 0.01 0.01 8/13/15 901.1 Pb-210 ND 0.01 0.02 8/13/15 901.1 Bi-212 ND 0.01 0.17 8/13/15 901.1 Pb-212 ND 0.01 0.01 8/13/15 901.1 Bi-214 ND 0.01 0 .16 8/13/15 901.1 Pb-214 ND 0.01 0.29 8/13/15 901.1 Ra-226 ND 0.01 0.02 8/13/15 901.1 Ac-228 ND 0.01 0.03 8/13/15 901.1 Th-228 ND 0.02 0.05 8/13/15 901.1 Th-230 ND 0.02 0.14 8/13/15 901.1 Th-232 ND 0.01 0 .03 8/13/15 901.1 Th-234 0.10 ± 0.01 0.03 8/13/15 901.1 Pa-234m ND 0.01 0.10 8/13/15 901.1 U-233/234 0.02 ± 0.01 0.02 8/13/15 901.1 U-235 ND 0.01 0.01 8/13/15 901.1 U-238 0.01 ± 0.01 0.01 DocuSign Envelope ID: 448F9D83-A76E-4EF1·9A95·3F616E43347D Sample ID Sample Matrix EPA Analyses Results ± 2 Sigma MDA Date Method pCi/gram Error E000765-01B 04-27-15 Solid ASH (00:00) Analyses completed on: 8/25/15 900.0 Gross Alpha 70.74 ± 11.97 1.67 8/25/15 900.0 Gross Beta 56.58 ± 6.79 6.46 8/14/15 901.1 K-40 3.89 ± 0.21 1.64 8/14/15 901.1 Mn-54 ND 0.01 0.07 8/14/15 901.1 Co-58 ND 0.01 0.07 8/14/15 901.1 Co-60 ND 0 .01 0.06 8/14/15 901.1 Cs-137 0 .15 ± 0.02 0.06 8/14/15 901.l Eu-152 ND 0.01 0.01 8/14/15 901.1 Eu-154 ND 0.01 0.03 8/14/15 901.1 Eu-155 ND 0.02 0.02 8/14/15 901.1 Ir-192 ND 0.01 0.02 8/14/15 901.1 Tl-208 0.01 ± 0.01 0.01 8/14/15 901.1 Pb-210 0.42 ± 0.02 0.10 8/14/15 901.1 Bi-212 2.20 ± 0.19 1.01 8/14/15 901.1 Pb-212 2.44 ± 0.24 0.98 8/14/15 901.1 Bl-214 0.44 ± 0.03 0.11 8/14/15 901.1 Pb-214 0.30 ± 0.02 0.14 8/14/15 901.1 Ra-226 0.43 ± 0.03 0.11 8/14/15 901.1 Ac-228 1.29 ± 0.12 0.69 8/14/15 901.1 Th-228 1.01 ± 0.05 0.32 8/14/15 901.1 Th-230 1.44 ± 0.03 0.16 8/14/15 901.1 Th-232 0.56 ± 0.03 0.09 8/14/15 901.1 Th-234 10.24 ± 0.12 0.18 8/14/15 901.1 Pa-234m 11.57 ± 0.47 0.98 8/14/15 901.1 U-233/234 9.65 ± 0.19 0.25 8/14/15 901.1 U-235 0.37 ± 0.01 0.05 8/14/15 901.1 U-238 10.89 ± 0.12 0.13 DocuSign Envelope ID: 448F9083·A76E-4EF1-9A95·3F616E43347D TABLE II QC RESULTS Sample ID Nuclide Laboratory Control Sample LCS Blank :J' a1irl.cia :Davi Patricia Davi QA/QC Manager Davi Laboratories Gross Alpha Gross Beta Co-60 Cs-137 Ra-226 U-233/234 U-235 U-238 Gross Alpha Gross Beta K-40 Mn-54 Co-58 Co-60 Cs-137 Eu-152 Eu-154 Eu-155 Pb-210 Ra-226 Th-230 Th-232 Pa-234m Bi-212 Pb-212 Bi-214 Pb-214 U-233/234 U-235 U-238 Results ± pCi/Sample 352.61 ± 587.71 ± 8131.74 ± 5328.58 ± 1131.25 ± 6517.11 ± 316.32 ± 6329.29 ± ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 2 Sigma MDA Amount Evaluation Error added % Recovery Ci 3.63 0.75 386.65 91.17 6.17 0.05 604.45 97.23 48.11 0.09 8936.48 90.99 41.62 0.05 5513.26 96.65 9.86 0.07 1243.55 90.97 19.06 5.62 6800.06 95.84 3.10 2.11 340.00 93.03 32.41 16.47 6800.06 93.07 0.09 0.12 NA 0.42 0.91 NA 0.26 1.18 NA 0.01 0.02 NA 0.01 0.02 NA 0.01 0.02 NA 0.01 0.03 NA 0.01 0.02 NA 0.01 0.03 NA 0.01 0.02 NA 0.01 0.06 NA 0.01 0.09 NA 0.03 0.10 NA 0.01 0.10 NA 0.01 0.15 NA 0 .01 0.02 NA 0.01 0.09 NA 0.01 0.20 NA 0.02 0.06 NA 0.02 0.07 NA 0.03 0.05 NA 0.01 0.12 NA DocuS!gn Envelope ID: 448F9D83·A76E·4EF1·9A95·3F616E43347D PALO ALTO REGIONAL WATER QUALITY CONTROL PLANT INCINERATOR ASH REPORT FOR WET SEASON 2015 Sludge dewatering method: Belt filter presses followed by incineration FEB 2015 INCINERATOR QUARTERLY ASH REPORT TTLC STLC ~ Sample Collection Dates: 11/2014-1/2015; Composited 2/2/2015 !Extraction Date: II 2/6-10/2015 I Extraction Dates: 2/13-17/2015 Analytes IAnal}'.sis Date: II 2/11-18/2015 llAnal}'.sis Date: I 2/18/2015 TTLC Max. mg/kg I Method I RL/MDL Limit (mg/kg) (Wet (mg/kg) Weight) Antimony 500 2.0I1.5 5.4 A Arsenic 500 2.0 I .99 7.6 A Barium 10000 1,0 / .69 820 A Beryllium 75 4.0/ .15 ND A Cadmium 100 0.20 / .050 1.3 A Chromium 2500 1.0 I .20 63 A Cobalt 8000 0.40/ .20 17 A Copper 2500 4.0 I 0.40 1900 A Lead 1000 1.0 I 0.50 67 A Mercury 20 ,020 I .00080 ONQ D (.0014) Molybdenum 3500 2.0 I .99 34 A Nickel 2000 1.0 I .30 78 A Selenium 100 2.0 I 0.79 8.2 A Silver 500 1.0 I 0.15 18 A Thallium 700 2.0 I 0.69 2.3 A Vanadium 2400 0.40 I .20 70 A Zinc 5000 16/ 4.0 2200 A Cyanide -0.08/0.08 0.73 E Total Solid~ in Ash METHOD Analysis Date 100.0% F 2/9/2015 ND = Not detected at or above the detection limit. DNQ = Data not quantified, result between MDL and RL NOTE = All data in the table are based on Quarterly composites made up of ash from Nov, Dec and Jan. STLC Max. Limit (mg/L) 15 5 100 0.75 1 560 80 25 5 0.2 350 20 1 5 7 24 250 - B RL/MOL (mg/L) Method .050 I .010 20 B 0.10 I 0.030 44 B .050 I .020 0.21 B .0005/.0003 ND c 0.03 I .006 ND B [Methods A-E] Caltest Analytical [Method F] Palo Alto RWQCP A= SW846 -3050B/601 OBI B= SW846 -3010/6010B C= SW846 -7470A D =SW846 7471A E= SW846 9012 A F= SM 2540G I' 1 of 1 DoouSign Envelope ID: 448F9083-A76E-4EF1 -9A95-3F616E433470 PALO AL TO REGIONAL WATER QUALITY CONTROL PLANT INCINERATOR ASH REPORT FOR DRY SEASON 2015 Sludge dewatering method: Belt filter presses followed by incineration MAY 2015 INCINERATOR QUARTERLY ASH REPORT I TILC I STLC Sample Collection Dales: 212015-4/2015; Composited 5/4/2015 Extraction Date: I 5/6/2015 I Extraction Dates: 5/11-12/2015 Analytes Analysis Date: I 5/07-18/2015 llAnal}:'.sis Date: 115/13-14/2015 TTLC Max. mg/kg STLC B RUMDL Max. RL/MDL Limit (mg/kg) (Wet Method Limit (mg/L) Method (mg/kg) Weight) Antimony 500 2.0 / 1.5 3.5 A Arsenic 500 2.0/1.0 4.6 A Barium 10000 1.0/ .70 830 A Beryllium 75 5.0 I .15 ND A Cadmium 100 0.20 / .050 0.36 A Chromium 2500 1.0 I .20 70 A Cobalt 8000 0.401 .20 19 A Copper 2500 4.0 I 0.40 1900 A Lead 1000 1.0 I 0.50 55 A Mercury 20 .020 I .00080 DNQ D 0.0009 Molybdenum 3500 2.0 / 1.0 29 A Nickel 2000 1.0 / .30 81 A Selenium 100 2.0 I 0.80 7.9 A Sliver 500 1.0 I 0.15 14 A Thallium 700 2.0 I 0.70 2.6 A Vanadium 2400 0.40 I .20 77 A Zinc 5000 8.0/ 2.0 2000 A Cyanide -0.08/0.08 0.69 E Total Solids in Ash METHOD Analysis Date 100.0o/o F 5/7/2015 ND = Not detected at or above the detection limit. DNQ =Data not quantified, result between MDL and RL NOTE = All data in the table are based on Quarterly composites made up of ash from Feb, March, April. (mg/L) 15 5 100 0.75 1 560 80 25 5 0.2 350 20 1 5 7 24 250 --- .070 I .015 16 8 0.10 I 0.030 40 B .10 I .040 0.1 9 8 .0005/.0003 ND c 0.030 I .0060 ND B [Methods A·E] Caltest Analytical [Method F] Palo Alto RWQCP A= SW846 -30508/601 osl B= SW846 -3010/60108 C= SW846 -7 4 70A D =SW846 7471A E= SW846 9012 A F= SM 2540G I> 1 of 1 DocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E433470 PALO AL TO REGIONAL WATER QUALITY CONTROL PLANT INCINERATOR ASH REPORT FOR DRY SEASON 2015 Sludge dewatering method: Belt filter presses followed by incineration AUG 2015 INCINERATOR QUARTERLY ASH REPORT TTLC STLC Sample Collection Dates: 5/2015-7/2015; Composited 8/3{2015 !Extraction Date: II 8107 -13/2015 I Extraction Dates: 8/13/2015 Analytes IAnaltsis Date: II 8/11-14/2015 llAnaltsis Date: I 8114-17/2015 TTLC Max. mg/kg I Method I RL/MDL Limit (mg/kg) (Wet (mg/kg) Weight) Antimony 500 2.0 / 1.5 3.9 A Arsenic 500 2.0 I 0.99 5.0 A Barium 10000 1.0 / .69 800 A Beryllium 75 4.0 I .15 ND A Cadmium 100 0.20 I .050 2.4 A Chromium 2500 1.0/-20 70 A Cobalt 8000 0.40/ .20 20 A Copper 2500 4.0 I 0.40 1960 A Lead 1000 1.0 /0.50 64 A Mercury 20 .020 I .00081 0.041 D Molybdenum 3500 2.0 I 0.99 56 A Nickel 2000 1.0 I .30 84 A Selenium 100 2.0 I 0.99 6.3 A Silver 500 1.0 I 0.15 16 A Thallium 700 2.0 I 0.69 DNQ 1.6 A Vanadium 2400 0.40 / .20 63 A Zinc 5000 16/ 4.0 2800 A Cyanide -·--0.080/0,080 0.44 E Total Solids jn Ash METHOD Analysis Date 100.0% F 8/6/2015 ND = Not detected at or above the detection limit. DNQ = Data not quantified, result between MDL and RL NOTE = All data in the table are based on Quarterly composites made up of ash from May, June, and July. STLC Max. Limit (mg/L) 15 5 100 0.75 1 560 80 25 5 0.2 350 20 1 5 7 24 250 --- EJ RL/MDL (mg/L) Method .15 I .070 19 B 0.10 I 0 .030 41 B .10/ .040 0.27 B .0005/.0003 ND c 0.03 / .006 ND B (Methods A-E] Caltest Analytical [Method F] Palo Alto RWQCP A= SW846 -30508/601081 B= SW846 -3010/60108 C= SW846 -7470A D =SW846 7471A E= SW846 9012 A F= SM 25408 1 of 1 DocuSlgn Envelope ID: 448F9083·A76E-4EF1·9A95·3F616E43347D PALO ALTO REGIONAL WATER QUALITY CONTROL PLANT INCINERATOR ASH REPORT FOR WET SEASON 2015 Sludge dewaterlng method: Belt filter presses followed by incineration NOV 2015 INCINERATOR QUARTERLY ASH REPORT I TTLC I STLC Sample Collection Dates: 8/2015-10/2015; Composited 10/26/2015 IPreeare Date: II 11 /17-24/2015 I Prepare Dates: 11/17-19/2015 Analytes IAnal~sis Date; II 11/10-25/2015 llAnal~sis Date: I 11/18-19/2015 TTLC Max. mg/kg STLC B RUMDL Max. RUMDL Limit (mg/kg) (Wet Method Limit (mg/L) Method (mg/kg) Weight) Antimony 500 2.0/1.5 4.0 A Arsenic 500 2.0/ 1.0 5.8 A Barium 10000 1.0 I .69 730 A Beryllium 75 4.0 I .15 ND A Cadmium 100 0.20 I .050 0.47 A Chromium 2500 1.0/.20 60.4 A Cobalt 8000 0.40/ .20 17 A Copper 2500 7.9 / 0.79 2000 A Lead 1000 1.0 I 0.50 59 A Mercury 20 .020 I .00080 0.043 D Molybdenum 3500 2.0 I 0.99 300 A Nickel 2000 1.0 I .30 77 A Selenium 100 2.0 I 0.99 4.5 A Silver 500 1.0 I 0.15 16 A Thallium 700 2.0 I 0.69 ONQ fJ.7 A Vanadium 2400 0.40 I .20 56 A Zinc 5000 16/ 4.0 2500 A Cyanide ---0.080/0.080 0.72 E Total S.ollds In Ash METHOD Analysis Date 100.0% F 11/6/2015 ND = Not detected at or above the detection limit. DNQ = Data not quantified, result between MDL and RL NOTE = All data in the table are based on Quarterly composites made up of ash from August, September, and October. {mg/L) 15 5 100 0.75 1 560 80 25 5 0.2 350 20 1 5 7 24 250 --- .15 / .070 12 B 0.10 I 0.030 46 B .05/ .040 0.07 B ,0005/0.0003 ND c 0.03 / .006 ND B [MethOc:!s A-El Caltest Analytical [Method F] Palo Alto RWQCP A= SW846 -3050B/6010Bj B= SW846 -3010/601 OB C= SW846 -7470A D =SW846 7471A E= SW846 9012 A F= SM 2540G EXHIBIT A-2 Ash Bin Cover [ ) [j -. ,· I -r DocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E43347D EXHIBITB SCHEDULE OF PERFORMANCE CONTRACTOR shall perform the Services according to the following schedule: Ongoing services for a period of three(3) years. Rev. February 22, 2016 OocuSign Envelope ID: 448F9D83-A76E·4EF1-9A95-3F616E43347D E:XHIBITC SCHEIDULE OF FEES CITY shall pay CONTRACTOR according to the following rate schedule. The maxim1:im amount of compensation to be paid to CONTRACTOR, induding both payment for services and reimbursable expenses, shall not exceed the amounts set forth ih Sections S and 6 of the Agreement. Any services provided or hours worked for which payment would result In a total exceeding the maximum amount of compensation1 set forth herein shall be at no cost to CITY. Bid Item A-1 A-2 A-3 A-4 A-5 A-6 A-7 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 Bid Schedule Section A: ash hauling & disposal A: ash hauling & disposal A: ash hauling & disposal A: ash hauling & disposal A: ash hauling & disposal A: ash hauling & disposal A: ash hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal B: sludge hauling & disposal Price Increases Price Increases 1 PSC Industrial Outsourcing, LP De,scription Disposal cost of ash Transportation cost of ash: Liner installation fee for ash -per load Bin REmtal for ash CA Non-RCRA taxes for ash; based on the most current CA BOE schedule Local taxes for ash, as necessary, per ton Surcharges/foes for ash, lump sum Disposal cost of sludge Transportation cost for sludge Liner lnstallation ·fee for sludge -per load Bin Rental Local taxes, a.s necessary, per ton Surcharges/fees for sludge, lump sum Roll-off bin mobilization during backup sludge hauling service Onsite truck and truck driver to move empty and full bins in and out of incinerator building during backup sludge handling service UOM Qty TON 723 LOAD 53 LOAD 53 DAYS 365 TON 723 TON 723 LS 1 TON 150 LOAD 12 LOAD 12 DAYS 12 TON 150 LS 1 EA 6 HR 48 Contract Year 1, Total for Bid Schedules A and B price in1crease -Year 2 price increase -Year 3 % % 1 1 Contract Year 1, Total for Bid Schedules A and B Contract Year 2, Total for Bid Schedules A and B Contract Year 3, Total for Bid Schedules A and B UOM = unit of measurement; Qty= quantity; LS= lump sum; EA= each; HR= hour PSC1 Unit PSC1 line Price Total $65.00 $46,995.00 $1,200.00 $63,600.00 $50.00 $2,650.00 $9.00 $3,285.00 $23.23 $16,795.29 $6.50 $4,699.50 $0.00 $0.00 Subtotal $138,024.79 $22.00 $3,300.00 $600.00 $7,200.00 $50.00 $600.00 $9.00 $108.00 $0.00 $0.00 $0.00 $0.00 $450.00 $2,700.00 $95.00 $4,560.00 Subtotal $18,468.00 Subtotal $156,492. 79 3.00% 3.00% I 3yTotal $4,694.78 $4,835.63 $156,492.79 $161,187.57 $166,023.20 $483,703.56 OocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E433470 EXHIBITD INSURANCE REQUIREMENTS CONTRACTORS TO THE CITY OF PALO AL TO (CITY), AT THEIR SOLE EXPENSE, SHALL FOR THE TERM OF THE CONTRACT OBTAIN AND MAINTAIN INSURANCE IN THE AMOUNTS FOR THE COVERAGE SPECIFIED BELOW, AFFORDED BY COMPANfES WITH AM BEST'S KEY RATING OF A-:Vll, OR HIGHER, LICENSED OR AUTHORIZED TO TRANSACT INSURANCE BUSINESS IN THE STATE OF CALIFORNIA. AW ARD IS CONTINGENT ON COMPLIANCE WITH CITY'S INSURANCE REQUIREMENTS, AS SPECIFIED, BELOW: MINIMUM LIMITS REQUIRED TYPE OF COVERAGE REQUIREMENT EACH YES YES YES YES NO YES OCCURRENCE AGGREGATE WORKER'S COMPENSATION STATUTORY EMPLOYER'S LIABILITY STATUTORY BODILY INJURY $1,000,000 $1,000,000 GENERAL LIABlLITY, INCLUDING PERSONAL INJURY, BROAD FORM PROPERTY DAMAGE $1,000,000 $1,000,000 PROPERTY DAMAGB BLANKET CONTRACTUAL, AND FlRE LEGAL BODJLY JNJURY & PROPBRTY $1,000,000 Sl,000,000 LIABILITY DA.i\.1AGE COMDINED. BODILY INJURY $1,000,000 $1,000,000 -EACH PERSON $1,000,000 $1,000,000 AUTOMOBILE LIABJLITY, -EACH OCCURRENCE SJ,()00,000 $1,000,000 JNCLUDING ALL OWNED, HIRED, PROPBRTY DAMAGE $1,000,000 Sl,000.000 NON-OWNED BODILY INJURY AND PROPERTY $1,000,000 $1,000,000 DA.MAGE, COMBINED PROFESSIONAL LIABlLITY, INCLUDING. ERRORS AND OMlSSlONS, MALPRACTICE (WHEN APPLICABLE), AND NEGLIGENT PERFORMANCE ALL DAMAGES $1,000 000 THE CITY OF PALO ALTO IS TO BE NAMED AS AN ADDITIONAL INSURED: CONTRACTOR, AT ITS SOLE COST AND EXPENSE, SHALL OBTAJN AND MAINTAIN, lN FULL FORCE AND EFFECT THROUGHOUT THE ENTIRE TERM OF ANY RESULTANT AGREEMENT, THE INSURANCE COVERAGE HEREIN DESCRIBED, INSURING NOT ONLY CONTRACTOR AND ITS SUBCONSULTANTS, IF ANY, BUT ALSO, WITH THE EXCEPTION OF WORKERS' COMPENSATION, EMPLOYER'S LIABILITY AND PROFESSIONAL INSURANCE, NAMING AS ADDITIONAL INSUREDS ClTY, ITS COUNCIL MEMBERS, OFFICERS, AGENTS, AND EMPLOYEES. 1. INSURANCE COVERAGE MUST INCLUDE: A. A PROVISION FOR. A WRITTEN THIRTY DAY ADVANCE NOTICE TO CITY OF CHANGE IN COVERAGE OR Of COVERAGE CANCELLATION; AND B. A CONTRACTUAL LIABJUTY ENDORSEMENT PROVlDTNG INSURANCE COVERAGE FOR CONTRACTOR'S AGREEMENT TO INDEMNIFY CITY. C. DEDUCTIBLE AMOUNTS IN EXCESS OF $5,000 REQUIRE CITY'S PRIOR APPROVAL 11. CONT ACTOR MUST SUBMJT CERTlFTCATES(S) OF INSURANCE EVlDENCING REQUIRED COVERAGE. JU. ENDORSEMENT PROVISIONS, WITH RESPECT TO THE INSURANCE AFFORDED TO "ADDITIONAL lNSUREDS" Rev. February 22, 2016 DocuSign Envelope ID: 448F9083-A76E-4EF1-9A95-3F616E43347D /I.. PRJMARYCQVERAOE WITH RESPECT TO CLAIMS ARISING OUT OF THE OPERATIONS OF TIIE NAMED INSURED, INSURANCE AS AFFORDED BY THIS POLICY IS PRIMARY AND rs NOT ADDITIONAL TO OR CONTRIBUTING WITH ANY OTHER INSURANCE CARRIED BY OR FOR THE BENEFIT OF THE ADDITIONAL INSUREDS, B. CROSS LIABILITY THE NAMING OF MORE THAN ONE PERSON, .FIRM, OR CORPORATION AS INSUREDS UNOER THE POLICY SHALL NOT, J:IOR THAT REASON ALONE, EXTINGUISH ANY RIGHTS OF THE INSURED AGAJNST ANOTHER, BUT THIS ENDORSEMENT, AND THE NAMING OF MULTIPLE INSUREDS, SHALL NOT TNCREASE THE TOTAL LIABILITY OF THE COMPANY UNDER TIIIS POLICY. C. NOTICE OF CANCELLATlON I, IF THE POLICY JS CANCELED BEFORE ITS EXPIRATION DATE FOR ANY REASON OTHER THAN THE NON-PAYMENT OF PREMIUM, THE CONTRACTOR SHALL PROVIDE CITY AT LEAST A THIRTY (30) DAY WRITTEN NOTICE BEFORE THE EFFECTIVE DATE OF CANCELLATION. 2. IF THE POLICY IS CANCELED BEFORE ITS EXPIRATION DA TE FOR THE NON- PAYMENT OF PREMIUM, THE CONTRACTOR SHALL PROVIDE CITY AT LEAST A TEN (I 0) DAY WRITiEN NOTICE BEFORE THE EFFECTIVE DATE OP CANCELLATION. NOTICES SHALL BE EMATLEO TO: l nsuranccCerts@CityofPaloAlto.or!! PURCHASING AND CONTRACT ADMINJSTRATION CJTY OF PALO ALTO P.O. BOX 10250 PALO AL T01 CA 94303 Rev. February 22, 2016 Attachment B: Bid Result Summary RFQ 161852: Transportation and Disposal of Ash and Sludge Bid Item Bid Schedule Section Description UOM Qty PSC1 Unit Price PSC1 Line Total CH2 Unit Price CH2 Line Total A‐1A: ash hauling & disposal Disposal cost of ash TON 723 $65.00 $46,995.00 $68.00 $49,164.00 A‐2A: ash hauling & disposal Transportation cost of ash:LOAD 53 $1,200.00 $63,600.00 $3,200.00 $169,600.00 A‐3A: ash hauling & disposal Liner installation fee for ash ‐ per load LOAD 53 $50.00 $2,650.00 $57.00 $3,021.00 A‐4A: ash hauling & disposal Bin Rental for ash DAYS 365 $9.00 $3,285.00 $10.00 $3,650.00 A‐5A: ash hauling & disposal CA Non‐RCRA taxes for ash; based on the most current CA BOE schedule TON 723 $23.23 $16,795.29 $0.00 $0.00 A‐6A: ash hauling & disposal Local taxes for ash, as necessary, per ton TON 723 $6.50 $4,699.50 $0.00 $0.00 A‐7A: ash hauling & disposal Surcharges/fees for ash, lump sum LS 1 $0.00 $0.00 $0.00 $0.00 Subtotal $138,024.79 Subtotal $225,435.00 B‐1B: sludge hauling & disposal Disposal cost of sludge TON 150 $22.00 $3,300.00 $71.50 $10,725.00 B‐2B: sludge hauling & disposal Transportation cost for sludge LOAD 12 $600.00 $7,200.00 $710.80 $8,529.60 B‐3B: sludge hauling & disposal Liner installation fee for sludge ‐ per load LOAD 12 $50.00 $600.00 $31.83 $381.96 B‐4B: sludge hauling & disposal Bin Rental DAYS 12 $9.00 $108.00 $10.61 $127.32 B‐5B: sludge hauling & disposal Local taxes, as necessary, per ton TON 150 $0.00 $0.00 $0.00 $0.00 B‐6B: sludge hauling & disposal Surcharges/fees for sludge, lump sum LS 1 $0.00 $0.00 $300.00 $300.00 B‐7B: sludge hauling & disposal Roll‐off bin mobilization during backup sludge hauling service EA 6 $450.00 $2,700.00 $500.00 $3,000.00 B‐8B: sludge hauling & disposal Onsite truck and truck driver to move empty and full bins in and out of incinerator building during backup sludge handling service HR 48 $95.00 $4,560.00 $100.79 $4,837.92 Subtotal $18,468.00 Subtotal $27,901.80 Contract Year 1, Total for Bid Schedules A and B Subtotal $156,492.79 Subtotal $253,336.80 Price Increases Estimated price increase ‐ Year 2 (see note 3)% 1 3.00% $4,694.78 3.00% $7,591.10 Price Increases Estimated price increase ‐ Year 3 (see note 3)%1 3.00% $4,835.63 3.00% $7,818.84 Contract Year 1, Total for Bid Schedules A and B $156,492.79 $253,336.80 Contract Year 2, Total for Bid Schedules A and B $161,187.57 $260,927.90 Contract Year 3, Total for Bid Schedules A and B $166,023.20 $268,746.74 1 PSC Industrial Outsourcing, LP 3y Total $483,703.56 3y Total $783,011.45 2 Clean Harbors Environmental Services, Inc. 3 Clean Harbors Environmental Services, Inc.; 2nd and 3rd year contract price increases on items A‐1, 2, 3, and 4, and B‐1, 2, 3, 4, 7, and 8 only UOM = unit of measurement; Qty = quantity; LS = lump sum; EA = each; HR = hour 1 of 1; 2/25/20162:28 PM Attachment C SCHEDULE OF FEES CITY shall pay CONTRACTOR according to the following rate schedule. The maximum amount of compensation to be paid to CONTRACTOR, including both payment for services and reimbursable expenses, shall not exceed the amounts set forth in Sections 5 and 6 of the Agreement. Any services provided or hours worked for which payment would result in a total exceeding the maximum amount of compensation set forth herein shall be at no cost to CITY. Page 1 of 2 See Page 2 for Bid Schedule Attachment C Attachment C: Modified Fee Schedule Summary, Contract Years 2 and 3 C16161852: Transportation and Disposal of Ash and Sludge Bid Item Bid Schedule Section Description UOM Qty PSC Unit Price PSC Line Total Year 2 A‐1A: ash hauling & disposal Disposal cost of ash 2 TON 723 $135.00 $97,605.00 A‐2A: ash hauling & disposal Transportation cost of ash:LOAD 53 $1,236.00 $65,508.00 A‐3A: ash hauling & disposal Liner installation fee for ash ‐ per load LOAD 53 $51.50 $2,729.50 A‐4A: ash hauling & disposal Bin Rental for ash DAYS 365 $9.27 $3,383.55 A‐5A: ash hauling & disposal CA Non‐RCRA taxes for ash; based on the most current CA BOE schedule TON 723 $25.55 $18,472.65 A‐6A: ash hauling & disposal Local taxes for ash, as necessary, per ton TON 723 $7.15 $5,169.45 A‐7A: ash hauling & disposal Surcharges/fees for ash, lump sum LS 1 $0.00 $0.00 Subtotal $192,868.15 B‐1B: sludge hauling & disposal Disposal cost of sludge TON 150 $22.66 $3,399.00 B‐2B: sludge hauling & disposal Transportation cost for sludge LOAD 12 $618.00 $7,416.00 B‐3B: sludge hauling & disposal Liner installation fee for sludge ‐ per load LOAD 12 $51.50 $618.00 B‐4B: sludge hauling & disposal Bin Rental DAYS 12 $9.27 $111.24 B‐5B: sludge hauling & disposal Local taxes, as necessary, per ton TON 150 $0.00 $0.00 B‐6B: sludge hauling & disposal Surcharges/fees for sludge, lump sum LS 1 $0.00 $0.00 B‐7B: sludge hauling & disposal Roll‐off bin mobilization during backup sludge hauling service EA 6 $463.50 $2,781.00 B‐8B: sludge hauling & disposal Onsite truck and truck driver to move empty and full bins in and out of incinerator building during backup sludge handling service HR 48 $97.85 $4,696.80 Subtotal $19,022.04 Contract Year 1, Total for Bid Schedules A and B Subtotal $156,492.79 Original Contract Year 2, Total for Bid Schedules A and B Subtotal $161,187.57 Add Y2 Funds Revised Contract Year 2, Total for Bid Schedules A and B Subtotal $211,890.19 $50,702.62 Price Increases Estimated price increase ‐ Year 3 1 % 1 3.00% $5,647.44 Original Contract Year 3, Total for Bid Schedules A and B $166,023.20 Add Y3 Funds Revised Contract Year 3, Total for Bid Schedules A and B $217,537.63 $51,514.43 Total Additional Fund $102,217.05 Note 1: 3rd year contract price increases on items A‐1, 2, 3, and 4, and B‐1, 2, 3, 4, 7, and 8 only Original Not To Exceed $483,703.56 Note 2: PSC price increase request on bid item A‐1 from $66.95/ton in contract year two for a new price of $135/ton Revised Not to Exceed $585,920.61 UOM = unit of measurement; Qty = quantity; LS = lump sum; EA = each; HR = hour Page 2 of 2