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FY2026-19 Landfill Closure/Post Closure Memo with Jacobs EngineeringCONTRACTS TRANSMITTAL FORM RETENTION SCHEDULE: CL-09 CONTRACTS Records related to obligations under contracts, leases, and other agreements between the Borough and outside parties, successful bids, and proposals. Active records are kept by the corresponding department. Apply retention (plus 4 years) once contract or agreement expires, or once product is procured. Apply retention (plus 25 years) for agreements that involve real property. DATE: 08/26/25 TRANSMITTED BY: Patricia Valerl0 DEPT: Engineering & Facilitie CONTRACT NO.: FY 2026-19 VENDOR OR CONTRACTOR: Jacobs Engineering CONTRACT TITLE(Please provide details that are available such as purpose and/or the amount): FY2025 Landfill Closure/Post Closure Memo Administrative contracts are contracts approved by the manager that are within the spending authority allowed by code. Assembly approved contracts are beyond the manager's spending authority and require approval by the Assembly during a meeting. APPROVED BY: Administrator DATE OF APPROVAL: 08/25/25 TYPE OF CONTRACT: Contract PROVIDE DETAILS FOR ANY AUTOMATIC RENEWALS OR EXTENSIONS BELOW: N/A EXPIRATION OR REVIEW DATE: 08/26/2026 PURGE DATE: 08/26/2030 If there's no expiration date or the contract is open-ended, enter 9999 in the date field and explain when it should be flagged for review: Are all relevant attachments, exhibits, referenced documents attached? ❑ Are the successful bids and proposals incorporated in the attachments? ❑ ONLY COMPLETE THIS SECTION IF THE RECORD AMENDS, EXTENDS, IS A CHANGE ORDER, OR AN ADDENDUM TO AN EXISTING CONTRACT m7_r N Z CONTRACT NO.: FY REQUESTED BY: CATEGORY: Select One APPROVED BY: Select One TYPE OF CONTRACT: Select One PROVIDE DETAILS FOR ANY AUTOMATIC RENEWALS OR EXTENSIONS BELOW: EXPIRATION DATE: PURGE DATE: If there is no expiration/purge date, enter 9999 as the year for open-ended contracts AND explain the process below on how or when it should be flagged for review. Rev. 04/09/2025 Contract FY2026-03 PDF Page #1 of 161 KODIAK ISLAND BOROUGH REQUEST FOR PROPOSALS Landfill Surface Water Monitoring Plan Sampling & Reporting Contract Number: FY2026-03 with Shannon & Wilson, Inc. July 1, 2025 Kodiak Island Borough 710 Mill Bay Road Kodiak, AK 99615 (907) 486-9341 Contract FY2026-03 PDF Page #2 of 161 REQUEST FOR PROPOSALS Landfill Surface Water Monitoring Plan Sampling and Reporting Proposals will be received until 2:00pm (local time) on August 4, 2025, by the Kodiak Island Borough (Borough) for Landfill Surface Water Monitoring Plan Sampling and Reporting. Request for Proposal documents are available electronically through our website: www.kodiakak.us. Interested Proposers should complete the online Registration Form when obtaining the Request for Proposal documents from the borough's website, or provide the name, email address, and phone number of the Proposer's representative to the above -named contact. Registration ensures that all interested Proposers receive any addenda or other important updates to this Request for Proposals. Contact information for questions regarding this request for proposals: Engineering/Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615 Phone: (907) 486-9341 Fax: (907) 486-9394 Email: EFprojectskkodiakak.us Proposals will be received until the date and time stated above by delivery in a sealed proposal package in the format requested. Proposals received after the time stated above will be returned unopened. Submit Proposals to: Office of Finance Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615 Envelopes must be clearly marked: Landfill Surface Water Monitoring Plan Sampling and Reporting The Kodiak Island Borough reserves the right to reject or accept any or all proposals, to waive irregularities or informalities in the proposals, to cancel the procurement at any time prior to contract signing, and to give particular attention to the qualifications of the proposer. Aimee Williams, Borough Manager July 1, 2025 Publish: Anchorage Daily News: July 9, 16, & 20, 2025. Contract FY2026-03 PDF Page #3 of 161 ADDENDUM1 KODIAK ISLAND BOROUGH Landfill Surface Water Monitoring Sampling & Reporting Kodiak, AK July 25, 2025 TO ALL PLAN HOLDERS OF RECORD: This addendum forms part of and modifies the contract documents as noted below. Bidders must acknowledge receipt of this addendum in the space provided on the Acknowledgement of Addenda form. Failure to do so may submit Bidder to disqualification. This addendum consists of 5 pages total including 3 pages with questions and answers and one attachment with 2 pages (cost spreadsheet). The cost spreadsheet will be provided to all registered bidders and posted online as an excel version for ease of use. RESPONSES TO BIDDER QUESTIONS: QUESTION 1: Will there be any additional effort required for the option years? RESPONSE 1: Not that we are aware of at the moment. If an additional year is awarded, it will include the same scope of work outlined in this RFP. QUESTION 2: Will pricing for the optional years be requested with this proposal, or will those years be negotiated later at the time of the option? RESPONSE 2: The optional years will be negotiated at the time of the option. QUESTION 3: The workplan includes a specific list of water quality monitoring equipment; is this equipment that Kodiak owns and will provide on -site, or will we include costs to bring our own equipment? RESPONSE 3: Firms intending to bid should include cost to bring their own equipment. QUESTION 4: Is this firm -fixed price or time and materials/not to exceed contract/ If it is firm -fixed price, will the request for rates be dropped? RESPONSE 4: This will be a lump sum per occurrence contract. Please provide the lump sum cost for each sampling event to include all elements required to complete the scope of work. Please use the attached worksheet to submit your cost proposals. In the event that additional sampling is required by ADEC and is not the fault of the successful firm, the additional sampling will be negotiated based on the time and materials required to satisfy the ADEC requirements. The fee schedule on page 7 of the RFP is excluded from the proposal documentation requirements. QUESTION 5: Will the proposing firm be required to use the current laboratory or will they be allowed to choose their own? RESPONSE 5: No, the successful firm will not be required to use Kodiak Island Borough's current laboratory. However, they are required to have the samples analyzed at a laboratory that is certified by ADEC or an approved NELAP certified laboratory as outlined in the KIB SWMP (2023), Section 4.16, Laboratory Quality Assurance. Contract FY2026-03 PDF Page #4 of 161 QUESTION 6: What will be the review process for the drafts of the report? RESPONSE 6: Please see the proposed schedules for drafts, reviews, and submissions. The Exceedance Report drafts: if an exceedance is present in the sampling, are required to be provided to the Borough within seven (7) days after receiving the analytical data from the laboratory and the Borough will be required to return the document with comments within three (3) days. Final submission to the ADEC will be completed by the successful firm within fourteen (14) days of the identification of the exceedance, and the Borough will be copied on the submittal. The Surface Water Monitoring Report: will be provided to the Borough sixty (60) days after the sampling event for review and comments. The Borough will return the draft with comments within fourteen (14) days. Final submission to the ADEC will be completed by the successful firm within ninety (90) days of the sampling event, and the Borough will be copied on the submittal. Please Note: Any updates issued by the ADEC to the report submission method (email, web portal, or mail), that may not be updated yet in the SWMP, should be observed to ensure ADEC receipt. QUESTION 6: Have the parameters of testing changed at all throughout the years? RESPONSE 6: Not, that we remember. If there are changes, it would be due to a regulation change. If any regulations changes occur during the time of this contract, it will be addressed at that time. QUESTION 7: Are we correct in assuming the period of this contact covers sampling beginning April 2026 or rather starting in October 2025? RESPONSE 7: The term of this contract is anticipated to start in the fall of 2025, for the sampling event in October 2025. Following the fall -spring schedule, allows the contract to follow our fiscal year cycle. QUESTION 8: Are the sampling locations accessible by truck or would the field sampling team need to travel by foot to some of the sample locations? RESPONSE 8: Some are accessible by road/vehicle. Others would require some hiking, travel by foot (longest walk would be approximately 300 yards). QUESTION 9: If the field sampling team would need to hike to some of the sample locations, would KIB landfill staff be able to assist with bear watch? Or should that be included in the cost? RESPONSE 9: During April and October, the risk of bears is lower due to the hibernation habits of the bears but please include that bear watch duties within your costs. KIB Staff may not be available during the sampling event dates or times. Contract FY2026-03 PDF Page #5 of 161 QUESTION 10: Is the use of peristaltic pumps required? Or would you allow use of a submersible pump which is decontaminated between samples be allowed? RESPONSE 10: The well heads are 2" (two inch) pipe and we do not think a submersible pump would fit inside. The KIB SWMP (2023), Section 4 Sampling Plan and Quality Assurance Program, states the paragraph below, and is also referenced in section 4.6 Decontamination of Sampling Equipment, section 4.10 Surface Well Sampling, and on the KIB Landfill Monitoring Procedures form: "Surface well samples will be taken using a peristaltic pump with dedicated tubing; stream surface water samples will be collected as grab samples directly from the stream..." The verbiage of "will be" in the section referenced above and the multiple references throughout the SWMP solidifies that the use of the peristaltic pump is a requirement per KIB's SWMP (2023). END OF ADDENDUM NO. 1 Contract FY2026-03 PDF Page #6 of 161 ATTACHMENT 1 FIRST CONTRACT YEAR - SWMP Sampling & Reporting COMPANY PREPARED BY: TOTAL COST (lump sum): $0.00 LABOR COST DETAILS TASK 1 - SAMPLING EVENT #1 (October 2025) NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST $ - $ - $ - TOTALS O TASK 2 - SAMPLING EVENT #2 (April 2026) NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST $ - $ - $ - TOTALS O $0.00 SWMP Sampling & Reporting RFP Cost Estimate Worksheet Contract FY2026-03 PDF Page #7 of 161 TASK 3 - REGULATORY COORDINATION (Report Drafting & Submission) NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST $ - TOTALS 0 $0.00 TASK 4 - MISCELLANEOUS SERVICES NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST $ - TOTALS 1 0 $O.00 SWMP Sampling & Reporting RFP Cost Estimate Worksheet Contract FY2026-03 PDF Page #8 of 161 IMPORTANT REGISTRATION FORM MANDATORY In order to receive addenda and any other information which may impact or alter the specifics of this Request for Proposals, please fill out the contact information below and return to the Kodiak Island Borough. ONLY REGISTERED PARTIES WILL RECEIVE NOTIFICATIONS. Contact Information Name of Company: Shannon & Wilson, Inc. Contact Name: Dan P. McMahon, PMP Street Address: 5430 Fairbanks Street, Suite 3 City, State, Zip: Anchorage, Alaska, 99518 Phone Number: 907-561-2120 Fax Number: 206-695-6777 Email: Anchorage.Marketing@shanwil.com; Dan. McMahon@shanwil.com Return this form via fax, email, regular mail, or hand delivered to the following location: Engineering/Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615 Phone: (907) 486-9341 Fax: (907) 486-9394 Email: EFprojects@kodiakak.us Contract FY2026-03 PDF Page #9 of 161 INTRODUCTION The Kodiak Island Borough (Borough) is requesting proposals from qualified contractors for the execution of all activities associated with the Landfill Surface Water Monitoring Sampling Event as outlined in the Kodiak Island Borough (KIB) Landfill Surface Water Monitoring Plan A. Registration required. All Proposers must register prior to submitting proposals. Proposals from unregistered respondents will not be accepted. B. For questions and clarifications regarding this Request for Proposals, contact EF Projects Office Kodiak Island Borough, 710 Mill Bay Road, Kodiak, Alaska 99615, telephone 907-486-9341 or email EFprojectsgkodiakak.us until the question deadline stated herein. Individual responses will be provided, and all questions and responses will be released as an addendum. C. Pre -Proposal Meeting: A mandatory preproposal meeting will be held at 10:00am local time July 21, 2025, at the Kodiak Island Borough Conference Room 121, and on Teams as an opportunity for Proposers to ask questions about the project. A Teams invite will only be sent to registered proposers on July 18, 2025. IMPORTANT DATES The following timeline shall apply: Issue Date: Pre -proposal Meeting: Questions Deadline: Proposal Deadline: Proposal Evaluations: Interviews/Negotiations: Notice of Intent to Award: Protest Period: Anticipated Contract Approval: July 1, 2025 10:00am July 21, 2025 12:OOpm July 23, 2025 2:OOpm August 4, 2025 Week of Aug. 4, 2025 Week of Aug. 4, 2025 August 8, 2025 Aug. 8 — 18, 2025 August 21, 2205 The Kodiak Island Borough reserves the right to modify or extend this timeline. SCOPE OF WORK A. Introduction. The Borough desires to contract with a responsible contractor or firm to execute of all activities associated with the Landfill Surface Water Monitoring Sampling Events as outlined in the Kodiak Island Borough (KIB) Landfill Surface Water Monitoring Plan [Exhibit A]. B. Background. The Borough is experiencing a change in staffing and is in need of a contractor or firm to assist in providing services and support to continue compliance with the regulatory requirements of the Landfill Surface Water Monitoring Sampling Plan. For more information, please see Section 2 Project Background in the KIB Landfill Surface Water Monitoring Plan [Exhibit A]. Contract FY2026-03 PDF Page #10 of 161 C. Scope of the Project. The Borough is seeking a qualified and experienced individual or firm to: Execute of all activities associated with the Landfill Surface Water Monitoring Sampling Event as outlined in the Kodiak Island Borough (KIB) Landfill Surface Water Monitoring Plan. Work is to be completed once in April and October with a 1-month variance allowed. The scope of work includes the planning, coordination, field sampling, quality assurance/quality control (QA/QC), data analysis, and reporting tasks necessary to ensure compliance with the requirements established in the Monitoring Plan. All tasks will be completed in accordance with the procedures and timelines detailed in the KIB Landfill Surface Water Monitoring Plan. This includes, but is not limited to: Pre -sampling coordination and site preparation o Identifying laboratory accreditation o Bottle ordering o Verifying equipment type and calibration requirements o Coordinating with KIB staff for sampling dates • Collection of water samples at designated monitoring locations o Adherence to approved sampling methodologies and safety protocols 0 3 surface water, 3 surface well, and 1 leachate location(s) o Appropriate duplicates and MS/MSD samples o Completing infield documentation (field forms/field notebook) • Proper handling, labeling, and shipment of samples to a certified laboratory • Preparation of Exceedance report. o Any exceedances of water quality standards shall be reported to ADEC by email within 14 days of receiving the analytical data from the laboratory. See Section SC 04 Documentation for additional timeline requirements. Final report following the Alaska DEC Surface Water Monitoring Report Checklist document o Report will be submitted to ADEC within 90 days of the monitoring event and will include data from the initial and any resampling events electronically. See Section SC 04 Documentation for additional timeline requirements. Exceedance report drafts will be provided to the Borough 7 days after receiving the analytical data from the laboratory. KIB will return document with comments within 3 days. Final submission to the ADEC will be completed by the contractor and the KIB will be copied on submittal. Surface Water Monitoring Report drafts will be provided to the Borough 60 days after the sampling event for review and comments. KIB will return document within 14 days. Final submission to the ADEC will be completed by the contractor and the KIB will be copied on submittal. This work is critical to ensuring the Borough's continued compliance with regulatory requirements and to provide a clear understanding of surface water conditions at the site. The consultant may propose additional tasks deemed appropriate to complete the project. Contract FY2026-03 PDF Page #11 of 161 D. Time to Complete Project. The term of this contract will be for a period of one (1) year with the option for two (2) one (1) year renewals. E. Exhibits. The following exhibits are attached to this solicitation: • Exhibit A: Kodiak Island Borough Landfill Surface Water Monitoring Plan Dated 2023 PROPOSAL DOCUMENTATION Proposal Cover Page Signed by a person authorized to bind the respondent. Cover Letter 1 page suggested maximum Response to Criteria 5 pages suggested maximum Resumes 1 page, suggested maximum each resume Price Proposal Per instructions. A. Proposal Cover Page Fill and sign Attachment A, Proposal Cover Page provided and include it in the front of the proposal package. B. Cover Letter In the cover letter, the respondent should: 1. State its understanding of the services to be performed; 2. Explain why the respondent firm is the best qualified to provide those services; Including a description of the Proposer's business activities, and a description of the Proposer's business qualifications, 3. State why the respondent firm is most likely to help the Kodiak Island Borough achieve the goals outlined in the Project Scope of Work portion of this Request for Proposals; and, 4. Provide the name and contact information of the individual who is authorized to make representations and commitments on behalf of the respondent. C. Response to Criteria The narrative response to the Selection Criteria should specifically and accurately address each criterion in the order listed in this proposal. Project and individual experience must be verifiable by listed references. It is the responsibility of the Proposer to make certain that contact information is current. Content should include: 1. A summary description of the key project personnel expected to participate on the project listing the name, title, intended role and responsibilities for the duration of the contract, educational background, and specific qualifications related to their role and responsibilities for the project, past relevant experience, number of years of relevant experience; attach a resume limited to one page for each key project personnel, 2. The proposed methodology for addressing the scope of this RFP, 3. A description of any intended use of subcontractors, 4. A description of experience with similar projects, particularly in the public sector in Alaska, and 5. Reference contact information of at least two but no more than four other organizations for work performed on similar projects. Contract FY2026-03 PDF Page #12 of 161 D. Resumes Provide Resumes and appropriate certifications for key personnel who will be working on the project. E. Price Proposal The price proposal information shall be included as a separate document clearly marked "Price Proposal for Landfill Surface Water Monitoring Plan Sampling and Reporting". Pricing should be outlined as a lump sum cost to conduct all the work outlined in the scope of work, including any travel needed. Price proposal should include a fee schedule should include: 1. The title of each position on the proposed team. 2. Hourly cost for each position on the proposed team. 3. Hourly costs for proposed consultants working with the firm. 4. Hourly costs to administrative or accounting positions on the team. Proposal contents, including price, shall be valid for a period of 90 days from the submission deadline. SUBMITTAL INFORMATION To be considered, respondents must deliver proposals to the address stated herein on or before the deadline. A. Submittal Deadline. Proposals will be accepted until 2:00pm local time on August 4, 2025. B. Submittal Address. Hand Delivery, Courier, or U.S. Mail: Proposals shall arrive in a sealed envelope or box including one original copy and a USB with an electronic PDF version of the proposal and clearly addressed as follows: Kodiak Island Borough Attn: Finance Department 710 Mill Bay Road Kodiak, Alaska 99615 RE: Sealed Proposal, Landfill Surface Water Monitoring Plan Sampling and Reporting Respondents should allow adequate time for mailing or special delivery of proposals. Kodiak is considered a remote location and, as such, mail and special deliveries by couriers such as UPS or FedEx are commonly delayed beyond the advertised guaranteed arrival of carriers and couriers due to local weather and flight schedules. C. Submittal Amendment and Withdrawal. After depositing a proposal, a Proposer may withdraw, modify, or correct that proposal providing that the designated representative of the Borough receives the request for such withdrawal, modification, or correction before the time set for the submittal deadline. The original proposal, as Contract FY2026-03 PDF Page #13 of 161 modified by such written communication, will be considered as the proposal. No changes may be submitted after the deadline unless specifically requested by the Borough. Any proposal not so timely withdrawn shall constitute an irrevocable offer, for a period of 90 days to sell to the Kodiak Island Borough the services described in the attached specifications, or until one or more of the proposals have been approved by the Kodiak Island Borough, whichever occurs first. PROPOSALS OR MODIFICATIONS THAT DO NOT ADHERE TO THE ABOVE INSTRUCTIONS WILL NOT BE ACCEPTED OR OPENED FOR EVALUATION. EVALUATION AND SELECTION Selection of a proposal and execution of any agreement for services will be accomplished in accordance with the Kodiak Island Borough policies and procedures. Proposal contents will remain confidential until a contract is awarded, subject to subsection F of this section permitting limited release of the successful proposal after a Notice of Intent to Award. The Borough will select an individual or firm to provide the services requested according to the following: A. Minimum Qualifications. To be considered for selection, Proposers must meet at least the following minimum qualifications: The contractor or firm shall obtain all licenses and permits that are required to do the work. All key personnel shall be credentialed for sampling by Alaska Dept. of Environmental Conservation. A Proposer's failure to meet these minimum requirements shall cause their proposal to be considered non -responsive and their proposal eliminated from further consideration. B. Criteria. Proposals will be evaluated on the following criteria: CRITERIA POSSIBLE POINTS Qualifications 20 Methodology 10 Experience 20 Price 50 Total Possible 100 points C. Method. Proposals will be reviewed and evaluated by a committee comprised of Borough staff members whose positions include the proper knowledge to evaluate the criteria. D. Preliminary Selection. Based upon an evaluation of the above criteria, the Borough may select a short list of up to three (3) individuals or firms for a more in-depth evaluation, reference checks and possible interviews. The Borough reserves the right to use interviews for negotiations to clarify and assure full understanding of the requirements of the request for proposals and to obtain last and best offers Contract FY2026-03 PDF Page #14 of 161 as permitted in KIBC 3.30.110(E) E. Final Selection. The Borough will select the preferred individual or firm by considering any factors it deems necessary and proper for best value, including price, quality of service, responsiveness to this Request for Proposals, and the general reputation and experience of the respondents. The Borough reserves the right to cancel the procurement without liability to any proposer, other than return of any proposal security, at any time before the Agreement has been signed by all parties, including the Borough. F. Notice of Intent to Award. A notice of intent to award will be sent to each Proposer, notifying them of the recommended selection. After a notice of intent to award has been made a Proposer may receive, on written request, the summary rating for their proposal. The proposal recommended for award, and the summary rating for that proposal, will be made available to the public on the Assembly Meeting Agenda for the date it is to be awarded (www.kodiakak.us). may be made available on written request after a contract has been entered into. Information identified in a proposal as confidential proprietary information will be redacted prior to release of that proposal and will not be released. G. Protest. Any Proposer may protest the selection by filing a written protest with the Borough Manager within ten (10) calendar days of the issuance of the notice of intent to award. A protest must identify a material defect in the procurement process. Disagreement with the ratings is not a sufficient basis for a protest. Failure to file a timely protest waives the opportunity to protest an award. If a timely protest is fled, the administrative review process will begin, and a final administrative decision will occur within thirty (30) working days of the receipt of protest. CONTRACT The contract shall be awarded by the Manager or Assembly, as applicable under the Borough Code, based upon the Borough's standard professional services contract form (Attachment B), to the individual or firm which, in the Borough's sole judgment, is best suited to perform the services required. If a protest has been filed, the contract award may be postponed until the protest is resolved. If the time for protest has not yet expired, the contract may be awarded conditioned on either no timely protests or resolution of any protests in a manner which allows the award to stand. Before execution of a contract, the successful bidder or Proposer must have a current State of Alaska business license; and must be in good standing in terms of all taxes, fees, and monies due to the Borough. INSURANCE REQUREMENTS Throughout the term of the Contract, the selected respondent and/or any and all subcontractors retained by the respondent shall maintain in force at their own expense, and provide to the Borough evidence of insurance as follows: Contract FY2026-03 PDF Page #15 of 161 Workers' Compensation: As required by AS 23.30.045, for all employees of the Consultant engaged in work under this Contract. The Consultant shall be responsible for Worker's Compensation Insurance for any subconsultant who performs work under this Contract. The coverage shall include: 1. Employer's Liability Protection at $1,000,000 each accident/each employee and a $1,000,000 policy limit. Commercial General Liability: On an occurrence policy form covering all operations with combined single limits not less than: 1. $2,000,000 Each Occurrence; 2. $2,000,000 Personal Injury; 3. $2,000,000 General Aggregate; and 4. $2,000,000 Products -Completed Operations Aggregate. Automobile Liability: Covering all vehicles used in Contract work, with combined single limits not less than: 1. $1,000,000 each occurrence. OTHER ADMINISTRATIVE INFORMATION A. Contact Person Any information required or questions regarding this RFP should be addressed to: Engineering/Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615-6398 Phone: (907) 486-9341 Fax: (907) 486-9394 Email: EFprojectskkodiakak.us B. Deadline for Receipt of Proposals Proposals may be mailed, or hand delivered and must be physically received by KIB no later than 2:00pm prevailing time (AK), August 4, 2025. Faxed proposals are not acceptable. Proposals received after the above proposal submission deadline will not be considered and will be returned. C. Proposers' Review and Substantive Questions Proposers should carefully review this RFP for errors, questionable or objectionable materials and items requiring clarification. Proposers shall put comments and/or questions in writing and submit them to the contact persons noted above. Please submit questions by 12:00pm prevailing time (AK) on July 23, 2205. This will allow time for an addendum to the RFP to be issued, if required, to all recipients of the RFP. D. Solicitation Amendments and Cancellation The Kodiak Island Borough reserves the right to amend or cancel this solicitation, without penalty, at its sole discretion. a. KIB reserves the right to issue written addenda, to revise or clarify the RFP, respond to questions, and/or extend or shorten the due date of proposals. b. KIB retains the right to cancel the procurement and the RFP process at any time up until a contract is signed by all parties, including the Borough, if it is in the KIB's best interest Contract FY2026-03 PDF Page #16 of 161 to do so. KIB shall not be responsible for costs incurred by proposers for proposal preparation. E. Right to Reject Proposals The Kodiak Island Borough reserves the right to reject any or all proposals and to waive any informality or technicality in the interest of the Borough. a. The Kodiak Island Borough reserves the right to request clarification of information submitted, and to request additional information on any proposal. b. The Kodiak Island Borough may award a contract on the basis only of written proposals received, without requesting clarification, discussions, or a best and final offer. Therefore, each proposal shall contain the Proposer's best terms from cost/price and technical standpoints. F. Disqualification Factors such as, but not limited to, the following may disqualify a proposal without further consideration: a. Evidence of collusion among respondents. b. Any attempt to improperly influence any member of staff or Assembly. c. A respondent's default under any type of agreement, which resulted in the termination of that agreement. d. Existence of any unresolved litigation between the respondent and the KIB. G. Proposal Withdrawal and Correction A proposal may be corrected or withdrawn by a written request received prior to the deadline for receipt of proposals. H. Retention of Proposals All proposals and other material submitted become KIB property and may be returned only at KIB's option. I. Cost of Proposal Preparation The Borough shall not be responsible for proposal preparation costs, nor for costs including attorney fees associated with any (administrative, judicial, or otherwise) challenge to or protest of the award of contract and/or rejection of proposal. By submitting a proposal each Proposer agrees to be bound in this respect and waives all claims to such costs and fees. J. Delivery of Proposals KIB assumes no responsibility or liability for the transmission, delay, or delivery of proposals by either public or private carriers. K. Compliance with Laws The proposer shall observe and abide by all applicable laws, regulations, ordinances and other rules of the State of Alaska and/or any political subdivisions thereof, or any other duly constituted public authority wherein work is done, or services performed, and further agrees to indemnify and save the Borough harmless from any and all liability or penalty which may be imposed or asserted by reason of the Contractor's failure or alleged failure to observe and abide thereby. L. Media Announcements Any and all media announcements pertaining to this solicitation require prior written approval by the Borough Manager. Contract FY2026-03 PDF Page #17 of 161 M. Acceptance of Conditions Submission of a proposal indicates acceptance by the individual or firm of the conditions contained in this Request for Proposals unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the Kodiak Island Borough and the individual or firm selected. N. Binding Contract This solicitation does not obligate KIB or the selected proposer until a contract is signed and approved by all parties. O. Disposition of Proposals All materials submitted in response to this RFP become the property of the Borough. One copy shall of the submitted material shall be retained for the official files and will become public record after award of the contract. Should a Proposer claim that a Proposal contains confidential proprietary information the proposer shall identify any such information at submission of Proposal and request that it be held as confidential or returned. The Borough is not responsible for release of proprietary information not identified by the Proposer. Contract FY2026-03 PDF Page #18 of 161 ATTACHMENT A PROPOSAL COVER PAGE KODIAK ISLAND BOROUGH 710 Mill Bay Road Kodiak, AK 99615 ACKNOWLEDGMENTS I certify that I am a duly authorized representative of the firm listed below and that information and materials enclosed with this proposal accurately represent the capabilities of the office listed below for providing the services indicated. The Borough is hereby authorized to request any owner identified in this proposal to furnish any pertinent information deemed necessary to verify information provided or regarding reputation and capabilities of the firm. AMENDMENTS The Proposer represents to the Borough that it has relied upon no oral representations from the Borough in the preparation of this proposal. If any amendments are issued to this RFP, the Proposer must acknowledge the receipt of such amendments in the space provided on the line below. Failure to acknowledge receipt of amendments shall render the proposal non -responsive and it will not be evaluated. Amendment Acknowledgment Number(s): Amendment No. 1, dated July 25, 2025 ORIGINAL SIGNATURE Acknowledgment sheet must be manually (original signature) signed. A proposal shall be rejected when the oposalal is not signed by hand. 11 v" L Office address for which this Sig re of Representative submittal is made: Date: August 2, 2025 Name: Dan P. McMahon, PMP Title: Vice President / Contract Manager Firm: Shannon & Wilson, Inc. Type of Firm (check one) Individual Partnership X Corporation in the State of: Washington Other (Specify): Street: 5430 Fairbanks Street, Suite 3 City, State, Zip: Anchorage, Alaska, 99518 Telephone: 907-561-2120 AK Business Lic. No. 38088 Landfill Surface Water Monitoring Plan Sampling and Reporting Request for Proposals Page 13 of 21 TABLE OF CONTENTS J y n � _ ♦t F �:1 ZNi�ii,P''��L�`�I�Z�t i� �'�t,9�R��=�f�:��ry� rt�:��a�• �t� �e�'- !.: �. i;;: ,� ,�,�„ � ,•,:! �{ 4� ,, � �i, �.d a: all < , S s�5, 1 i`�'t\�� i�� &�h \� 1 1�� t I ,� !� �a'��.��r#» - '�!. �y,. �,,, - s�4 ✓ e ,. y �{r® { k � f ' I l -.WOOL July 30, 2025 Office of Finance Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615 RE: KODIAK ISLAND BOROUGH LANDFILL SURFACE WATER MONITORING PLAN SAMPLING & REPORTING; REQUEST FOR PROPOSAL FY2026-03 Dear Members of the Selection Committee: We appreciate the responsibility placed on you to select a firm that best supports the Kodiak Island Borough (KIB) with the landfill surface water sampling and reporting. The overall purpose of the KIB Landfill Surface Water Monitoring Plan (LSWMP) is to monitor water quality at the active KIB Landfill for compliance with permit and regulatory conditions and to identify impacts to surface water associated with the site. The LSWMP is comprised of semi-annual leachate, surface well water, and stream surface water quality monitoring. Shannon & Wilson has been fortunate to work with numerous landfills across Alaska and respect the vital service that you provide our communities and feel fortunate for this opportunity to provide the requested services. As detailed in this proposal, we believe that our combination of unparalleled landfill water monitoring experience in Alaska and staff qualifications uniquely qualifies us for this contract. We have been providing water monitoring and related services to Alaskan solid waste facilities for over 30 years. Currently Shannon & Wilson is providing landfill water monitoring services for the Kenai Peninsula Borough (KPB), the Municipality of Anchorage (MOA), the Matanuska- Susitna Borough (MSB), and the City of Unalaska. Based on our long-term stability, as well as our depth and breadth of landfill water quality monitoring experience in Alaska, Shannon & Wilson has unmatched qualifications for this contract. In addition, our decades long track record of implementing a variety of water monitoring programs across Alaska is a testament to our adaptability to accommodate diverse sampling conditions and changing regulatory requirements. We recognize, however, that experience and qualifications do not guarantee project success. Superior client service does. Shannon & Wilson values our client relationships, and works hard to maintain open lines of communication, understand client goals, and develop mutual trust. For every task under this contract, we will place high priorities on close coordination with the KIB and the timely responses of our dedicated, qualified professional staff. Shannon & Wilson is committed to performing the services described in your RFP and have vetted the availability of all proposed staff. As a Vice President of the firm, I am authorized to make representations on behalf of Shannon & Wilson, Inc. and commit our resources to provide the requested services. We thank you for this opportunity to present our qualifications for this contract and look forward to further discussion regarding how we can be of assistance to you. We also acknowledge receipt of Addendum No.1, dated July 25, 2025. Sincerely, SHANNON & WILSON, INC. )an McMahon, PMP - Vice President 5430 Fairbanks Street, Suite 3 Anchorage, AK 99518 Direct: 907.433.3223 Email: Dan.McMahon@shanwil.com IIISHANNON 6WILSON 1. KEY PROJECT PERSONNEL DAN P. MCMAHON, PMP Responsibilities: Dan will serve as Contract Manager for this contract, responsible for senior contract oversight, Contract Manager committing appropriate company resources to meet the Kodiak Landfill Surface Water Monitoring Plan (LSWMP) Principal in Charge Sampling and Reporting objectives and requirements, and providing officer documents review prior to submittal to the Kodiak Island Borough (KIB). Education: BA, Environmental Conservation, University of Colorado at Boulder, 1993. Qualifications/Past Relevant Experience: As the Manager of Shannon & Wilson's Anchorage Environmental Group and Vice President of the firm, Dan provides oversight of our current Municipality of Anchorage (MOA), Matanuska- Susitna Borough (MSB), Kenai Peninsula Borough (KPB), and City of Unalaska landfill monitoring term contracts. Dan is experienced in all aspects of water quality monitoring, having performed field sampling, reporting, and management of long-term water quality monitoring projects for multiple private, municipal, state, and federal clients in Alaska. Years of Experience: 28 JUDY HEPNER Responsibilities: As the Project Manager, Judy will be responsible for implementing the LSWMP, providing hands-on Project Manager services as well as delegation of tasks to key project staff; coordinating with subcontract analytical laboratories; and technical review of all elements of field work, data assessment and interpretation, and reports prior to submittal to KIB and the Alaska Department of Environmental Conservation (DEC). Judy will conduct day-to-day oversight of contract needs including direct communication with the KIB Contract Administrator. Through her institutional knowledge of landfill water quality monitoring programs, Judy will ensure conformance during sampling events and reporting efforts. She will prepare status reports, track the project schedule such that sampling is conducted and deliverables submitted on time, and conduct a monthly budget analysis. Specifically, Judy will be responsible for environmental support; surface water and leachate; data management and evaluation; statistical evaluation; and technical reports. Education: BS, Civil Engineering with Bio-Resources Emphasis, Montana State University, Bozeman, 2003. Qualifications/Past Relevant Experience: Judy brings extensive landfill water quality monitoring program experience to this contract. Through her project management of the MOA, MSB, KPB, and City of Unalaska landfill monitoring programs, Judy is experienced in each aspect of landfill water quality management and field monitoring, including gas, surface water, groundwater, and leachate sampling, report preparation, statistical analyses, data validation and interpretation, and database management. She has developed problem -solving skills from her vast field experience, providing her with the capability to tackle problems on the spot without shutting down sampling efforts. Her technical writing skills include consolidating analytical data, applying statistical methods, and interpreting results. Judy is experienced with a variety of statistical methods, as required by 18 Alaksa Administrative Code (AAC) 60.830. In addition, she manages multiple landfill databases and inputs EDDs of validated lab analytical results into several database platforms. She is an active member of the Solid Waste Association of North America (SWANA) and earned certification as a SWANA Certified Manager of Landfill Operations (MOLO) in 2025. Judy regularly interacts with other SWANA members including representatives from state and federal agencies, landfill operators, and other environmental professionals sharing the common goal of responsible management of solid waste as a resource. Judy keeps current with industry trends and issues, local and statewide standards of practice, and regulatory compliance. Years of Experience:14 CHRIS PEPE Environmental Support Staff ZACH THON Environmental Support Staff Responsibilities: Chris will be responsible for conducting surface water and leachate sampling and providing report preparation support. He has expertise in using a wide variety of purging and sampling equipment and understands the logistics for sampling in adverse winter conditions and remote locations. Education: BS, Environmental Science, Colorado Mesa University, 2007. Qualifications/Past Relevant Experience: Chris has extensive water quality monitoring experience including sampling under our current MOA, MSB, and KPB landfill monitoring term contracts. Years of Experience: 8 Responsibilities: Zach will be responsible for conducting surface water and leachate sampling. Education: BS, Geological Sciences, University of Alaska Anchorage, 2018. Qualifications/Past Relevant Experience: Zach provides environmental groundwater and leachate sampling support for our ongoing MOA, MSB, and KPB landfill monitoring term contracts. Years of Experience: 5 IIISHANNON bWILSON 2. PROJECT METHODOLOGYAND APPROACH We understand that the KIB has established the following LSWMP objectives: • Provide the labor, equipment, supplies, and instrumentation needed to successfully complete the semi-annual sampling activities following the monitoring procedures outlined in the LSWMP. • Provide consistent methodologies in the field and the laboratory. • Provide long-term meaningful data through defensible documentation of quality assurance and quality control. • Document trends for analysis and potential problem identification. • Perform statistical trend analysis of data. The semi-annual monitoring events will typically be conducted in April and October. Prior to each monitoring event, field staff will review the LSWMP, check whether equipment is functioning correctly and calibrate the instruments according to the manufacturer's instructions, coordinate with landfill staff and the project laboratories, and check the bottles provided by the laboratory. Surface water, leachate, MS/MSD, and duplicate samples will be analyzed for the parameters listed in Tables 3 and 4 and Appendix B-1 of the LSWMP. It is anticipated that all samples will be collected in one day. If sampling occurs over 2 days, stream surface water and leachate samples will be collected on the first day of sampling and the surface water well samples will be collected on the second day. Field water quality monitoring equipment will be calibrated at the beginning of each day in the field. Samples will be shipped via Alaska Airline's Goldstreak to the contract laboratory for analysis. SURFACE WATER WELL SAMPLING Static water level and total well depth will be measured prior to sampling. A peristaltic pump and disposable or dedicated tubing will be used to collect three surface water well samples and one duplicate sample. Field parameters will be collected prior to collecting samples. Due to the low - recharge rate of wells, stabilization of the field parameters is not required prior to collecting the samples. STREAM SURFACE WATER SAMPLING Three stream surface water samples and an MS/MSD sample will be collected within 1-foot upgradient of piezometers marking the pre -established sampling locations. First field parameters will be measured by holding the field probes in the stream flow at the sample location for a minimum of two minutes or until the readings have stabilized. The samples will then be collected by slowly lowering sample containers directly into the stream. LEACHATE SAMPLING A primary and duplicate leachate sample will be collected by lowering a bucket attached to a rope into Manhole C. All rinse water associated with leachate sampling will be disposed of into the Manhole C at the completion of sample collection. To prevent cross -contamination, the leachate samples will be packaged and shipped in a separate cooler than the surface water samples. REPORTING Shannon & Wilson will prepare a surface water monitoring report following each monitoring event. We understand the importance of timely submittal to meet permit requirements; therefore, we will strive to review the results within three days of receipt of the analytical sample results. Analytical detections in well and stream surface water will be compared to the most recent Alaska Water Quality Standards (WQS) as listed in Technical Memorandum Surface Water Standards Table. If any of the parameters are found to exceed the WQS, a draft exceedance report will be submitted to the KIB within seven days of receiving the laboratory reports. Upon receiving KIB's comments, Shannon & Wilson will submit the final report to KIB and DEC within 14 days of receiving the laboratory reports. Shannon & Wilson will also submit a draft Surface Water Monitoring Report to KIB within 60 days of the sampling event. Upon receiving KIB's comments, Shannon & Wilson will submit the final report to KIB and DEC within 90 days of completing the sampling event. Each monitoring event report will include the following: • Narrative of field activities and notable anomalies. • Field note forms. • Tabulated analytical results and copies of the laboratory reports including chain -of -custodies. • Quality assurance documentation. • A site plan showing sample locations. In cases where WQS do not exist, a trend analysis will be conducted to evaluate whether concentration trends indicate that the landfill is causing an increase in the parameter, as required in the LSWMP. We also understand that it may be necessary to interact with the DEC or other agencies to respond to concerns or inquiries regarding reports, regulatory interpretation and compliance, and leachate disposal. We will be available, as needed, to support KIB with interactions with the regulatory agencies. 2=111SHANNON 6NI-SON MISCELLANEOUS SERVICES In addition to water quality monitoring, Shannon & Wilson is available to assist KIB with your permitting, stormwater, groundwater, and landfill gas requirements, as well as updating the existing LSWMP Manual. We are also available to provide additional site monitoring, installation and decommissioning of wells, and other professional environmental services that may arise. 3. SUBCONTRACTORS Shannon & Wilson will contract two DEC -approved and/or National Environmental Laboratory Accreditation Program (NELAP) certified analytical laboratories for the analysis of the samples. The laboratory certifications will be maintained throughout the duration of the contract. Our primary laboratory will be Eurofins Environment Testing (Eurofins) of Tacoma, Washington and SGS North America, Inc. (SGS) of Anchorage will be responsible for analyses of samples with short hold times. 4. EXPERIENCE Our ongoing landfill monitoring projects exhibit a wide range of physical characteristics, monitoring and data evaluation requirements, and technical access and sample collection challenges, which have necessitated a thorough understanding of applicable solid waste regulations. For over 30 years, we have been providing a multitude of environmental, permitting, and geotechnical services to support landfills throughout Alaska. QUALIFICATIONS As the current consultant providing landfill monitoring services for multiple active Alaska Class I Landfills and other smaller active and closed landfills, we are confident that we can provide the KIB with numerous unique benefits. Several of our firm's most tangible qualifications are listed below and described in detail throughout this proposal. RELATIONSHIPS - We have developed positive long-term and effective working relationships with the DEC regulators. DATA MANAGEMENT — We maintain multiple landfill databases including TERRABASE, ACCESS, and Microsoft SQL Azure platforms for archiving thousands of validated landfill data. LANDFILL STATISTICS — We have the expertise, tools, and algorithms to perform, interpret, and trouble -shoot the statistical analyses for the KIB monitoring program. COST EFFECTIVENESS — We consistently meet project budgets and have provided support to reduce sampling frequency while still meeting regulatory compliance. VALUE-ADDED EXPERTISE — We have provided a wide array of additional consulting services beyond water quality monitoring for multiple landfills to assist with miscellaneous landfill issues, as demonstrated in our project histories in the section below. REPRESENTATIVE PROJECT HISTORIES The following project descriptions highlight our wide range of landfill capabilities. We have selected representative projects that have similar work scopes; therefore, illustrating our ability to perform the work tasks specified in the request for proposal. Each of these projects have been awarded to Shannon & Wilson for multiple contract periods, demonstrating our ability to provide consistent, cost-effective, professional services over an extended time. Shannon & Wilson was initially contracted by the City of Unalaska in 2006 to provide statistical analysis and reporting services for the Unalaska Landfill (UNL), a Class I landfill. Shannon & Wilson's UNL water quality monitoring contract has been renewed each year since based on the client's favorable review of work performed to date. Based on a detailed assessment of the historical site data and hydrogeologic site conditions, Shannon & Wilson successfully petitioned the DEC to replace the groundwater detection monitoring program with a surface water monitoring program. This change eliminated the need for implementing an expensive groundwater assessment monitoring program. Shannon & Wilson manages and implements the semi-annual surface water monitoring program, which includes water quality monitoring, sampling, and analysis; statistical evaluation; database management data; and reporting. Other value-added services we have provided for the City of Unalaska include: • Prepared a Quality Assurance Project Plan (QAPP) which incorporated leachate, gas, surface water, and stormwater sampling procedures into a single document. • Conducted a seasonal trend analysis to support sampling frequency reduction from quarterly to semi-annual monitoring resulting in a substantial cost savings. 3=111SHANNON 8WILSON • Landfill permit renewal application support. • Landfill post -closure planning and cost estimating. • Preparation of a Storm Water Pollution Prevention Plan SWPPP and reporting support. • Update of facility Spill Prevention, Control, and Countermeasure (SPCC) Plan. • Preparation and implementation of the landfill shoreline erosion monitoring plan. • Annual inspection of polychlorinated biphenyls disposal cell. • Developed a best management practice plan to determine the proper placement of fish waste and grease in the landfill. Shannon & Wilson has conducted the landfill monitoring program for MOA from 2000 to 2005 and from 2017 to present. Under our current contract, we perform water quality and leachate sampling, reporting, and other related services for the Anchorage Regional Landfill (ARL), International Airport Landfill (IAL), Merrill Field Landfill (MFL), Peters Creek Landfill (PCL), and the Central Transfer Station (CTS). The base landfill monitoring tasks consist of water monitoring at over 40 locations distributed among the four landfill sites. In addition, we collect leachate samples monthly at the ARL and MFL. Water quality data are summarized in sampling reports following each monitoring event. Data reports include statistical analyses of ARL data, which is comprised of approximately 20,000 sample results. In addition, leachate letter reports are prepared following each sampling event to meet the Anchorage Water and Wastewater Utility (AWWU) Permit monitoring requirements.. In addition to the base landfill monitoring tasks, Shannon & Wilson has performed the following landfill -related services for MCA SWS: • Statistically evaluated long-term trends and seasonal variability to successfully petition the DEC for monitoring frequency reduction from quarterly to semi-annual at ARL. • Prepared an updated LWQMP manual to reflect the DEC -approved semi-annual ARL monitoring program. • Evaluated ARL stormwater discharge system resulting in termination of need for permit coverage and elimination of annual stormwater sampling. • Updated the SWPPP for CTS . • Updated the SPCC Plans for ARL and CTS. • Conducted site characterization, including advancing soil borings and installing groundwater monitoring wells at CTS to evaluate a release from an underground storage tank (UST). • Conducted sludge sampling from a leachate lagoon at ARL. Shannon & Wilson has been conducting the landfill monitoring program for the MSB since 1999. The current MSB landfill monitoring program entails quarterly groundwater monitoring at the closed Smith Ballfield (SBF) and semi-annual groundwater monitoring at the active Central Landfill (CLF) and the closed Butte (BLF) and Big Lake (BLLF) Landfills. In addition, methane gas monitoring is conducted at BLF and SBF, and drinking water wells are sampled at BLF and SBF. The base MSB landfill monitoring tasks include water monitoring at over 30 locations distributed among the four landfill sites. Sampling reports are prepared for each landfill monitoring event. The reports include trend evaluations, time series plots, data validation, and statistical analyses of CLF and SBF data. In addition to the base landfill monitoring tasks, Shannon & Wilson has provided the following landfill -related services for MSB: • Prepared QAPPs for each of the four landfills to reflect the current monitoring programs. • Used statistical analysis to evaluate long-term trends and seasonal variability to successfully petition the DEC for monitoring reduction from quarterly to semi-annual at CLF. • Assisted with the landfill permit renewal application. • Decommissioned and replaced groundwater monitoring wells. • Installed gas monitoring probes. • Evaluated leachate disposal options. • Emergency spill response activities. • Performed an Assessment of Corrective Measures for SBF. 4=IIISHANNON bVVILSON Shannon & Wilson has provided KPB with landfill water monitoring and related services at eight landfills, including Central Peninsula Landfill (CPL), Homer Solid Waste Facility (HSWF), Rocky Ridge Landfill (RRL), Seward Monofill (SMF), Sterling Special Waste Site (SSWS), Seldovia Landfill (SLF), Seward Landfill (SwdLF), and Kenai Landfill (KLF), since 1994. The KPB landfill contract includes permitting assistance, developing site -specific QAPPs, monitoring groundwater elevations, collecting water samples from wells and surface water bodies, leachate sampling, coordinating analytical testing, data validation and compilation, statistical analyses, database management, and reporting. The current KPB landfill monitoring sampling tasks consist of water monitoring at 28 locations distributed among CPL, HSWF, RRL, and SMF. This contract also entails tasks beyond the base scope to streamline the monitoring programs and ensure regulatory compliance. Shannon & Wilson's staff conducted regular communication with the DEC and KPB to establish a common vision of programmatic objectives and to create the framework for evaluating the individual site programs. Examples of these services include: • Prepared project -specific QAPPs for the landfills to reflect the current monitoring programs. • Developed statistical algorithms and coordinated with the DEC to select the methods most appropriate for the individual sites. • Conducted a seasonal trend analysis at CPL to support sampling frequency reduction from quarterly to semi-annual monitoring resulting in substantial cost savings. • Developed SWPPP and SPCC Plans. • Transitioned the HSWF and CPL monitoring programs from detection monitoring to assessment monitoring. • Conducted a hydrologic analysis at HSWF. • Assisted the KPB in siting and installing additional monitoring wells, decommissioning wells, and redevelopment of wells. • Reviewed CPL Leachate Agreement with the City of Kenai. • Conducted individual program evaluations for closed facilities to evaluate the need for continued water quality monitoring, resulting in the DEC terminating and/or reducing the monitoring requirements. Shannon & Wilson arises to each individual landfill -related task that is requested of us from our clients. With our broad -based professional staff, we are able to respond with effective and efficient solutions. 5. REFERENCES James Armstrong, PE, MOA SWS Manager of Engineering and Planning,1111 E. 56th Avenue, Anchorage, AK 99518, 907.343.6279 Erik Hernandez, Deputy Utilities Director, City of Unalaska, P.O. Box 610, Unalaska, AK 99685, 907.581.1260 Jeff Smith, Solid Waste Division Manager, MSB, Public Works Department, 350 East Dahlia Avenue, Palmer, AK 99645, 907.861.7606 Brian Smith, CPL Landfill Manager, KPB, 47140 East Poppy Lane, Soldotna, AK 99669, 907.262.9667 5 =111 SHANNON 6WILSON EDUCATION • BA, Environmental Conservation, University of Colorado at Boulder, 1993 LICENSING/CERTIFICATIONS • Certified Project Management Professional (PMP)® • State of Alaska Qualified Environmental Professional • Hazardous Waste Operations & Emergency Response (29 CFR 1910.120) AFFILIATIONS/MEMBERSHIPS • Project Management Institute (PMI®) • American Public Works Association (APWA) — Delegate, Alaska Chapter REFERENCES • Tim Huntting, PE, Municipality of Anchorage Project Management & Engineering 907.343.8153 • Eric Hershey, Project Manager, Statewide Public Facilities, Alaska Department of Transportation & Public Facilities 907.269.5572 Bill O'Connell, Environmental Program Manager, Alaska Department of Environmental Conservation 907.269.3057 Contract Manager DAN P. MCMAHON 77 Years of Experience Dan McMahon has performed environmental investigations and cleanup activities throughout Alaska as well as projects in Washington state. He is the Manager of Shannon & Wilson's Anchorage Environmental Group and a Vice President of the firm. Dan has experience with long-term groundwater monitoring programs and with landfills in southcentral Alaska. He also has experience conducting fieldwork, project and contract management, technical writing, document review, and cost estimating. Dan's contract management experience includes term agreements for public and private clients, including current contracts with the Municipality of Anchorage (MOA), Anchorage Water and Wastewater Utility (AWWU), Kenai Peninsula Borough (KPB), Alaska Department of Environmental Conservation (ADEC), and Alaska Department of Transportation and Public Facilities (ADOT&PF). HOW DAN BENEFITS YOUR CONTRACT. Dan has managed and conducted water quality monitoring and site characterization and remediation activities for numerous Alaskan landfills. He has excellent working relationships with regulatory agency contacts, including the ADEC and the U.S. Environmental Protection Agency (EPA), assisting clients in navigating environmental concerns and compliance. RELEVANT PROJECT EXPERIENCE MOA LANDFILL WATER QUALITY MONITORING PROGRAM I ANCHORAGE, AK Contractor Manager and former Project Manager for Shannon & Wilson's repeat and ongoing MOA Solid Waste Services Landfill Water Quality Monitoring Program (LWQMP) conducted at Anchorage Regional, International Airport Road, Merrill Field, and Peters Creek Landfills. Duties have include oversight of and supervision of collection of surface water, storm water, leachate, and groundwater samples; coordination with the project laboratories; validation of laboratory results; database management; and preparation of leachate, storm water, sampling round, and annual interpretive reports with recommendations to LWQMP. KPB LANDFILL WATER QUALITY MONITORING PROGRAM I KENAI PENINSULA BOROUGH, AK Contract Manager for Shannon & Wilson's repeat and ongoing KPB landfill monitoring program, consisting of annual and/or semi-annual groundwater monitoring at KPB landfills in Soldotna, Homer, Seldovia, and Seward. Responsibilities include project management, technical review, and client correspondence. MSB LANDFILL WATER QUALITY MONITORING PROGRAM I MATANUSKA-SUSITNA BOROUGH, AK Contract Manager for Shannon & Wilson's repeat and ongoing term contract to monitor groundwater quality at the MSB's Central Landfill (CLF), Big Lake Landfill (BLLF), Butte Landfill (BLF), and Smith Ballfields (SBF). Sampling and reporting are conducted in accordance with EPA and ADEC regulations governing solid waste facilities. CITY OF UNALASKA CLASS I LANDFILL WATER QUALITY MONITORING PROGRAM I UNALASKA, AK Principal-in-Chargeforthe Cityof Unalaska landfill surfacewater monitoring program. Dan's responsibilities include commitment of company resources to implement the City's surface water monitoring program and senior officer review of project documents UNITED STATES COAST GUARD (USCG) STORIS DRIVE WATERLINE REPLACEMENT I USCG BASE KODIAK, AK Environmental Project Manager. Dan prepared a work plan to conduct geotechnical and environmental explorations in support of the waterline and storm drain upgrade project. Prepared draft and final versions of the plan, submitted to EPA and ADEC. Also managed field activities which included 22 soil borings, and prepared an environmental management plan for construction activities, which cross two Resource Conservation and Recovery Act -listed contaminated sites. AWWU TERM CONTRACT, GEOTECHNICAL/ENVIRONMENTAL ENGINEERING SERVICES I ANCHORAGE, AK Environmental Task Order Manager, Project Manager, and Point -of -Contact for multi -year professional services contract for site assessment and cleanup activities. Responsibilities include preparing cost estimates, project management, and communicating with AWWU contract and project managers. Projects have included spill response, release investigations, and site characterizations. ADOT&PF STATEWIDE PUBLIC FACILITIES TERM CONTRACT I VARIOUS LOCATIONS, AK Principal -in -Charge, Project/Task Order Manager, and Point -of -Contact for multi -year professional services contract for hazardous waste assessment, investigation, and cleanup. Projects have included underground injection well closures and assessments, hazardous building material assessments, bid specifications, construction administration, and underground storage tank (UST) closures. =III SHANNON WLSON EDUCATION • BS, Civil Engineering with Bio- Resources Emphasis, Montana State University, Bozeman, 2003 AA, General Studies, Kenai Peninsula College, 2000 LICENSING/CERTIFICATIONS • State of Alaska Qualified Environmental Professional • Engineer -in -Training, Alaska • LEED Accredited Professional • Qualified Visible Emissions Evaluator for Day by EPA Federal Reference Method 9 • Storm Water Specialist Certification, Rocky Mountain Education Center, 2013 • SWANA Certified Manager of Landfill Operations, 2025 AFFILIATIONS/MEMBERSHIPS • Member, Solid Waste Association of North America (SWANA) REFERENCES • Terry Berger, Matanuska- Susitna Borough Solid Waste Services Operations Unit Supervisor, 907.861.7620 • James Armstrong, PE, Municipality of Anchorage Solid Waste Services Manager of Engineering and Planning, 907.343.6279 • Erik Hernandez, City of Unalaska Deputy Director of Public Utilities, 907.581.1260 Project Manager JUDY HEPNER '14Years of , Experience Judy has served as primary field personnel, report author, and project manager for Shannon & Wilson's ongoing landfill water, leachate, and gas monitoring work since 2014, performing services for the Municipality of Anchorage (MOA) Solid Waste Services Department (SWS), Matanuska-Susitna Borough (MSB), Kenai Peninsula Borough (KPB), City of Unalaska (UNL), Bristol Bay Borough (BBB), and City of Cordova active and closed landfills. In her management position for our current KPB, MSB, MOA, and UNL landfill monitoring contracts, her responsibilities have included environmental support; drinking water, groundwater, soil, surface water, leachate, and air sampling; floor drain assessments; data management and evaluation using Excel, Access, TERRABASE, and SQL; statistical evaluation using ProUCL; and technical reports including landfill quality assurance project plans (QAPPs) and Storm Water Pollution and Prevention Plans (SWPPs). HOW JUDY BENEFITS YOUR CONTRACT. Judy has hands-on experience with all aspects of landfill water quality monitoring programs. She has collected water and leachate samples from active and closed landfills, monitoring wells, and surface water, and collected leachate samples. She evaluates, validates, and reports sample data; conducts detection and assessment monitoring statistical analyses; maintains a solid waste database; and updates landfill water quality monitoring plans. RELEVANT PROJECT EXPERIENCE MOA LANDFILL WATER QUALITY MONITORING PROGRAM I ANCHORAGE, AK Project Manager. Judy provides services for all aspects of water quality monitoring, sampling, and analysis; reporting; and data management. She has conducted water sampling at the active Class I Anchorage Regional Landfill (ARL) and closed Peters Creek Landfill, Merrill Field Landfill (MFL), and International Airport Landfill, and leachate sampling at ARL and MFL. Responsibilities include senior oversight of field sampling efforts, coordination with analytical labs, quality control review of analytical data including preparation of support tables using our in-house Environmental Data Manager (EDM) program, groundwater contour development to determine groundwater flow direction using SURFER software, statistical analysis of groundwater data for detection and assessment monitoring using ProUCL, populating the MOA SWS TERRABASE data base with validated analytical data, and technical writing to summarize monitoring event results for ARL and the three closed MOA landfills in summary report documents. Judy also provides professional environmental support for other landfill -related services including an update to the ARL Landfill Water Quality Monitoring Plan (LWQMP). MSB LANDFILL WATER QUALITY MONITORING PROGRAM I MATANUSKA-SUSITNA BOROUGH, AK Project Manager for water quality monitoring at four active and closed MSB landfills, including monitoring and delineating leachate impacted groundwater at Central Landfill (Palmer), Big Lake Landfill, Smith Ballfield (closed Knik Landfill), and Butte Landfill. Activities include collection of groundwater, drinking water well, and leachate samples; landfill gas monitoring; evaluation of lab data; statistical analysis and database management of groundwater data; and report preparation for each monitoring event. Sampling and reporting are conducted in accordance with Environmental Protection Agency (EPA) and Alaska Department of Environmental Conservation (ADEC) regulations governing solid waste facilities. Judy assisted in the 2021 updates of the MSB Groundwater Monitoring Program QAPPs for the four landfills, was key in the database conversion from Access to Microsoft SQL Azure, supported development of a Python script to generate time series plots for analyte/well pairs at each landfill, and conducted a seasonal variability statistical analysis using ProUCL to support reduction in sampling frequency at Central Landfill. KPB LANDFILL WATER QUALITY MONITORING PROGRAM I KENAI PENINSULA BOROUGH, AK Project Manager for water quality monitoring at multiple active and closed sites in the KPB. Judy has performed water monitoring services for the KPB since 2014 and has experience at each of the landfills including Central Peninsula Landfill, Homer Landfill, Rocky Ridge Landfill, Seward Monofill, Sterling Special Waste Site, Kenai Landfill, Seward Landfill, and Seldovia Landfill. She is experienced with the logistics of sampling at each site, including coordination with the landfill operators and working in difficult weather conditions. Judy's work includes collecting surface water, groundwater, and leachate samples; assistance with installation, development, and decommissioning of monitoring wells; evaluation of laboratory data; statistical analysis and database management of groundwater data; and authoring monitoring reports and updating the KPB with monitoring program QAPPs. =111 SHANNON 6WILSON EDUCATION • BS, Environmental Science, Colorado Mesa University, 2007 LICENSING/CERTIFICATIONS • State of Alaska Qualified Environmental Professional • EPA Method 9 Visible Emissions Training • 40-Hour Hazardous Waste Operations Emergency Response Training and Certification (2017) • Alaska Certified Erosion & Sediment Control Lead (AK- CESCL) (2017-2021) • North Slope Training Cooperative 8-Hour Unescorted Course (2018) • EMT-B — May 2015 to May 2018 • Outdoor Emergency Care — October 2009 to October 2016 • Department of Agriculture Qualified Supervisor —June 2010 to January 2018 REFERENCES • Serena Lewellyn Marathon North Pole Terminal 907.332.5168 • Levi Overbeck, PE Alaska Department of Transportation & Public Facilities 907.720.3787 • Rob Kinnaird Kiewit Infrastructure West Co. 907.231.3660 Environmental Support Staff CHRIS PEPE 8 Years of Experience Chris joined Shannon & Wilson's Anchorage office Environmental Services group in 2020. He has eight years of experience conducting a variety of environmental services including Phase I Environmental Assessments (ESAs), Phase II ESAs, soil sampling, groundwater sampling, soil borings, incremental sampling methodology, soil vapor sampling, preparing proposals and work plans, and reporting. His projects have been located throughout Alaska. HOW CHRIS BENEFITS YOUR CONTRACT. Chris provides environmental support for Shanon & Wilson's ongoing Landfill Water Quality Monitoring Program Term Contracts for the Municipality of Anchorage (MOA), Matanuska-Susitna Borough (MSB), and Kenai Peninsula Borough (KPB), as well as numerous other water monitoring projects throughout Alaska. RELEVANT PROJECT EXPERIENCE MOA LANDFILL WATER QUALITY MONITORING PROGRAM I ANCHORAGE, AK Environmental Staff. Chris has been providing sampling services forthis ongoing term contract, monitoring water quality at the MOA's Anchorage Regional Landfill (ARL), Peters Creek Landfill (PCL), Merrill Field Landfill (MFL), and the International Airport Road Landfill (IAL). He has also collected monthly leachate samples from AFL and MFL leachate pump stations. MSB LANDFILL WATER QUALITY MONITORING PROGRAM I MATANUSKA-SUSITNA BOROUGH, AK Environmental Staff. Chris has been providing sampling services for this ongoing term contract to monitor groundwater quality at the MSB's Central Landfill (CLF), Big Lake Landfill (BLLF), Butte Landfill (BLF), and Smith Ballfields (SBF). Sampling and reporting are conducted in accordance with Environmental Protection Agency (EPA) and Alaska Department of Environmental Conservation (ADEC) regulations governing solid waste facilities. KPB LANDFILL WATER QUALITY MONITORING PROGRAM I KENAI PENINSULA BOROUGH, AK Environmental Staff. Chris provides water quality monitoring, sampling, and reporting for groundwater and leachate sampling at KPB's Central Peninsula Landfill (CPL), Homer Solid Waste Facility (HSWF), and Rocky Ridge Landfill (RRL), as part of this ongoing contract. ADEC PER -AND POILYFLUOROALKYL SUBSTANCES (PFAS) DRINKING WATER SAMPLING I NIKISKI, AK Environmental Engineering Staff. Included water supply well sampling for PFAS, and reporting. UNIVERSITY OF ALASKA KENAI PENINSULA COLLEGE WATER SAMPLING ACTIVITIES I MILE 3.2 KALIFORNSKY BEACH ROAD, SOLDOTNA, AK Environmental Staff. Project activities included collecting analytical groundwater and drinking water samples for perfluorooctanesulfonic acid (PFOS) and perfluorooctanoic acid (PFOA), and reporting. DEPARTMENT OF MILITARY AND VETERANS AFFAIRS (DMVA), ALASKA NATIONAL GUARD PFAS DRINKING WATER SAMPLING I KODIAK, JUNEAU, SITKA, VALDEZ, BETHEL, KENAI, FAIRBANKS, NOME, WASILLA KOTZEBUE,AK Environmental Field Staff. Project activities included collecting drinking water samples from Alaska Army National Guard (AKARNG) facilities and reporting. UNITED STATES COAST GUARD (USCG) HANGAR #3 SITE CHARACTERIZATION ACTIVITIES I USCG BASE KODIAK, AK Environmental Staff. Project activities included advancing hand borings, collecting soil samples, and reporting. TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT (ANC) WATER SUPPLY WELL SAMPLING, PFAS AND RELATED ENVIRONMENTAL SERVICES I ANCHORAGE, AK Environmental Staff. Project activities included water supply well sampling for PFAS in the vicinity of ANC, collecting analytical water supply well samples, and reporting. FEDERAL EXPRESS WATER SAMPLING ACTIVITIES, TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT I ANCHORAGE, AK Environmental Staff. Project activities included collecting analytical groundwater and surface water sample, and reporting. MU SHANNON 6WILSON 1 EDUCATION • BS, Geological Sciences, University of Alaska Anchorage, 2018 LICENSING/CERTIFICATIONS • State of Alaska Qualified Environmental Professional • Shipping and Transporting Dangerous Goods—Admin/ Field Personnel Initial • Nuclear Gauge User Safety Training Course — Troxler: Chapter 64E, Part XIII, Florida Administrative Code • Nuclear Gauge Transport HAZMAT Certification — Troxler: U.S. DOT Hazardous Materials Regulations (49 CFR 172 Subpart H) AFFILIATIONS/MEMBERSHIPS • Geological Society of America REFERENCES • Brian Smith Kenai Peninsula Borough Landfill Manager 907.262.2007 • Bob Bouasri Municipality of Anchorage Solid Waste Services 907.887.1779 • Trevor Trasky, PE Anchorage Water & Wastewater Utility 907.564.2751 Environmental Support Staff ZACH THON 75 Years of Experience Zach joined Shannon & Wilson in 2020 and is a Geologist Professional II. His responsibilities include field activities, data management and evaluation, database research, technical writing, and final preparation of reports for a variety of environmental projects located throughout Alaska. Specific tasks included in field activities include multi -phase site investigations, differential leveling site surveys, database research, photoionization detection (PID) field screening, nuclear densometer field screening, gas monitoring on hazardous sites, groundwater/soil sampling and groundwater monitoring well installation/development and decommissioning in accordance with the Alaska Department of Environmental Conservation (ADEC) regulations and guidance documents. Prior to joining Shannon & Wilson, Zach worked for Alaskan mining companies as a resource development geologist proficient in logging hard rock cores and utilizing 3D modeling software to interpret data. HOW ZACH BENEFITS YOUR CONTRACT: Zach provides environmental support for our ongoing Landfill Water Quality Monitoring Program Term Contracts for the Municipality of Anchorage (MOA), Matanuska- Susitna Borough (MSB), and Kenai Peninsula Borough (KPB), as well as ongoing environmental term contracts for the MOA Department of Public Works and Anchorage Water and Wastewater Utility (AWWU). RELEVANT PROJECT EXPERIENCE MOA LANDFILL WATER QUALITY MONITORING PROGRAM I ANCHORAGE, AK Environmental Staff. Zach provides water quality monitoring, sampling and reporting for groundwater and leachate sampling at MOA landfills under Shannon & Wilson's ongoing contract. He has also provided groundwater sampling for additional site characterization at the MOA Central Transfer Station (CTS). MSB LANDFILL WATER QUALITY MONITORING PROGRAM I MATANUSKA-SUSITNA BOROUGH, AK Environmental Staff. Zach provides groundwater sampling services for this ongoing contract to monitor groundwater quality at various MSB landfills. Sampling and reporting are conducted in accordance with EPA and ADEC regulations governing solid waste facilities. KPB LANDFILL WATER QUALITY MONITORING PROGRAM I KENAI PENINSULA BOROUGH, AK Environmental Staff. Zach provides water quality monitoring, sampling and reporting for groundwater and leachate sampling at KPB landfills as part of Shannon & Wilson's ongoing contract. BRISTOL BAY PUBLIC WORKS SURFACE WATER MONITORING, NAKNEK CLASS II LANDFILL I NAKNEK, AK Environmental Staff. Zach's tasks include water quality monitoring, sampling, and reporting for surface water sampling at the Naknek Landfill, as part of Shannon & Wilson's ongoing contract. DEPARTMENT OF MILITARY AND VETERANS AFFAIRS (DMVA), ALASKA NATIONAL GUARD PFAS DRINKING WATER SAMPLING I KODIAK, JUNEAU, SITKA, VALDEZ, BETHEL, KENAI, FAIRBANKS, NOME, WASILLA KOTZEBUE,AK Environmental Field lead. Zach assisted with the collection of drinking water samples from Alaska Army National Guard facilities across the state. In addition to sampling, he handled project logistics, sample QA/QC, and final reporting to the client. ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES (ADOT&PF) STATEWIDE PER- AND POLYFLUOROALKYL SUBSTANCES (PFAS) WATER SUPPLY WELL SAMPLING I KODIAK, COLD BAY, DILLINGHAM, FAIRBANKS, AK Environmental Staff. Zach assisted in surveying impacted area residents, collecting drinking water and monitoring well water samples, as well as performing laboratory data reviews, and reporting efforts. WILLIAMS NORTH POLE REFINERY GROUNDWATER MONITORING I FAIRBANKS, AK Environmental Staff. Zach's tasks include water quality monitoring, sampling, transport and treatment of investigative derived waste as part of Shannon & Wilson ongoing contract for sulfolane and PFAS groundwater monitoring contract at the North Pole refinery. MOA WATER MONITORING CONTROL PLAN I ANCHORAGE, AK Lead Field Personnel. Tasks included observations during construction activities potentially impacting the ecology of Campbell Creek as a Qualified Environmental Professional acting as the water quality supervisor, including collecting water quality parameters and submitting daily field reports to the client. M11SHANNON 8WIL,SON Contract FY2026-03 PDF Page #30 of 161 ATTACHMENT 1 FIRST CONTRACT YEAR - SWMP Sampling & Reporting Price Proposal for Landfill Surface Water Monitoring Plan Sampling and Reporting COMPANY Shannon & Wilson PREPARED BY: Dan McMahon TOTAL COST (lump sum): $74,120.00 LABOR COST DETAILS TASK 1 - SAMPLING EVENT #1 (October 2025) NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST Judy Hepner / Senior Professional 1 $ 155.00 6 $ 930.00 Chris Pepe / Professional IV $ 140.00 36 $ 5,040.00 Zach Thon / Professional III $ 125.00 36 $ 4,500.00 Shannon & Wilson Expenses $ - Sampling Equipment / etc. - each event $ 650.00 1 $ 650.00 Shipping - each event $ 660.00 1 $ 660.00 Airfare - per person roundtrip $ 800.00 2 $ 1,600.00 Lodging / Per Diem / Vehicle / etc. - each event $ 2,070.00 1 $ 2,070.00 Eurofins - Lab Expenses - each event $ 9,800.00 1 $ 9,800.00 SGS - Lab Expenses - each event $ 2,150.00 1 $ 2,150.00 $ - TOTALS 85 $27,400.00 TASK 2 - SAMPLING EVENT #2 (April 2026) NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST Judy Hepner / Senior Professional 1 $ 155.00 6 $ 930.00 Chris Pepe / Professional IV $ 140.00 36 $ 5,040.00 Zach Thon / Professional III $ 125.00 36 $ 4,500.00 Shannon & Wilson Expenses $ - Sampling Equipment / etc. - each event $ 650.00 1 $ 650.00 Shipping - each event $ 660.00 1 $ 660.00 Airfare - per person roundtrip $ 800.00 2 $ 1,600.00 Lodging / Per Diem / Vehicle / etc. - each event $ 2,070.00 1 $ 2,070.00 Eurofins - Lab Expenses - each event $ 9,800.00 1 $ 9,800.00 SGS - Lab Expenses - each event $ 2,150.00 1 $ 2,150.00 $ - ToraLs 85 $27,400.00 Landfill Surface Water Monitoring Plan RFP Page 1 of 2 Cost Estimate Worksheet Contract FY2026-03 PDF Page #31 of 161 TASK 3 - REGULATORY COORDINATION (Report Drafting & Submission) NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST Oct 2025 Event $ - Dan McMahon / Vice President $ 270.00 5 $ 1,350.00 Judy Hepner / Senior Professional 1 $ 155.00 50 $ 7,750.00 Chris Pepe / Professional IV $ 140.00 4 $ 560.00 April 2026 Event $ - Dan McMahon / Vice President $ 270.00 5 $ 1,350.00 Judy Hepner /Senior Professional $ 155.00 50 $ 7,750.00 Chris Pepe / Professional IV $ 140 00 4 $ 560.00 $ - $ - TOTALS 118 $19,320.00 TASK 4 - MISCELLANEOUS SERVICES NAME / TITLE HOURLY RATE ($/Hr.) HRS. TOTAL COST Dan McMahon / Vice President $ 270.00 0 $ - Judy Hepner / Senior Professional 1 $ 155.00 0 $ - Chris Pepe / Professional IV $ 140.00 0 $ Zach Thon / Professional III $ 125.00 0 $ $ $ - TOTALS 0 $0.00 Landfill Surface Water Monitoring Plan RFP Page 2 of 2 Cost Estimate Worksheet Oo Co CA31 :C30 0 N Co 42 Oo j a b Q �- R � # c /V cc v a m C2 Z"y # n cJ1 m # %Vjv Express CD max Dm m J253025062301 u• �K 0 0� O X 70 n --I CD co cn CT ZT O � :3 70 1 5• :D CQ CD C O CD omno aZi(7 �2 WDD� ozZ)2 Q CD mo MO z.. v C v 0 Dzmz m . m y� Z �m -4 D- ZDDO mZ-c.. i� ro T\ r T i m D D0�m z < n-m:1 N7C EnD a r CCD ED NN -NIZ a z a m (D N o m to C" ��7C7z ft'1 v !J N " imp m mCA N a m o o � �cT m C7D(A z . r DC)M oZ-V r Z-V c') moo 2 N••D �l i NO m o 0 O• N M D NN4) \ O Z) - i orL Om C N r D N 0N , 0 9Z/40 d)9c3SMtP 36it6Z991 # NBd Contract FY2026-03 PDF Page #33 of 161 ATTACHMENT B PROFESSIONAL SERVICES AGREEMENT Contract Number: FY2026-03 with Shannon & Wilson, Inc. for Landfill Surface Water Monitoring Plan Sampling and Reporting This AGREEMENT, made and entered into this August 22, 2025 (Date) by and between the KODIAK ISLAND BOROUGH, organized under the laws of the State of Alaska, hereinafter referred to as the 'Borough" and Shannon & Wilson, Inc. a corporation authorized to do business in Alaska, with offices located at 5430 Fairbanks Street, Suite 3, Anchorage, AK 99518, hereinafter referred to as the "Consultant." WITNESSETH WHEREAS, the Borough wishes to enter into an agreement with an independent consultant to Landfill Surface Water Monitoring Plan Sampling and Reporting; and WHEREAS, Shannon & Wilson, Inc. submitted a proposal asserting it is qualified to perform these services and able to do so in a timely manner. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties agree as follows: 1.0 DEFINITIONS 1.1 "Agreement" shall mean this Professional Services Agreement, including: Attachment A — Shannon & Wilson, Inc. proposal dated August 4, 2025. 1.2 "Change Order" is an addition to, or reduction of, or other revision approved by the Borough in the scope, complexity, character, or duration of the services or other provisions of this Agreement. 1.3 'Borough" shall all mean the Kodiak Island Borough, Alaska. 1.4 "Contracting Officer" shall mean the KIB Borough Manager and include any successor or authorized representative. 1.5 "Project" shall mean the Landfill Surface Water Monitoring Plan Sampling and Reporting; 2.0 TERM OF AGREEMENT. This Agreement shall take effect upon execution. This Agreement shall remain in full force and effect until the Project has been completed and further, until all claims and disputes have been concluded. The work is considered complete when the Borough has received and found acceptable the finished product of all work described in 4.0 Scope of Services or changes thereto. This date is not necessarily the Completion Date as described in 5.0 Completion Date. This Agreement may be amended only in writing and upon compliance with all applicable statutes, ordinances, and regulations. Contract FY2026-03 PDF Page #34 of 161 3.0 FEES. For Landfill Surface Water Monitoring Plan Sampling and Reporting; as described in 4.0 Scope of Services, the Borough will compensate the Contractor an amount not to exceed $74,120.00 4.0 SCOPE OF SERVICES. The Borough and Consultant have agreed upon a scope of work described in the Consultant's proposal, Attachment A, to provide professional services based on approved standards and instructions, as specifically described in Exhibit A. This Scope of Services can only be changed in writing pursuant to Section 26.0 of this Agreement. 5.0 SCHEDULE FOR COMPLETION. Reserved. 6.0 PERSONNEL/ORGANIZATION 6.1 Key Personnel. Work and services provided by the Consultant will be performed by: As specified in Attachment A. 6.2 Changes in Key Personnel. The Consultant shall give the Borough reasonable advance notice of any necessary substitution or change of key personnel and shall submit justification therefore in sufficient detail to permit the Borough to evaluate the impact of such substitution on this Agreement. No substitutions or other changes shall be made without the written consent of the Borough. 7.0 STANDARD OF PERFORMANCE. The Consultant agrees to provide all required professional services to complete the project and any additions or changes thereto. The Consultant accepts the relationship of mutual good faith, fair dealing, trust and confidence established between it and the Borough by this Agreement. The Consultant covenants with the Borough to furnish its best skill and judgment, and to further the interest of the Borough at all times through efficient business administration and management. The Consultant shall provide all services in a competent manner. It is understood that some of the services to be rendered hereunder required professional judgment and skill. In those cases, the Consultant agrees to adhere to the standards of the applicable profession. 8.0 TIMELINESS OF PERFORMANCE. Time is of the essence in this Agreement. Consultant's failure to meet any such deadlines or required performance may adversely imperil other contractual obligations of the Borough. 9.0 COMPLIANCE WITH LAWS. The Consultant shall be familiar with and at all times comply with and observe all applicable federal, state and local laws, ordinances, rules, regulations, and executive orders, all applicable safety orders, all orders or decrees of administrative agencies, courts, or other legally constituted authorities having jurisdiction or authority over the Consultant, the Borough, or the service which may be in effect now or during performance of the services. 10.0 INDEMNITY. The Consultant shall indemnify, defend, and hold harmless the Borough from and against any claim of, or liability for, negligent acts, errors, and omissions of the Consultant under this agreement, including attorney fees and costs. The consultant is not required to indemnify, defend, or hold harmless the Borough for a claim of, or liability for, the independent Contract FY2026-03 PDF Page #35 of 161 negligent acts, errors, and omissions of the Borough. If there is a claim of, or liability for, a joint negligent act, error, or omission of the Consultant and the Borough, the indemnification, defense, and hold harmless obligation of the Consultant, and liability of the parties, shall be apportioned on a comparative fault basis. In this provision, "Consultant" and "Borough" include the employees, agents, and contractors who are directly responsible, respectively, to each. In this provision, "independent negligent acts, errors, and omissions of the Borough" means negligence other than in the Borough's selection, administration, monitoring, or controlling of the Consultant, or in approving or accepting the Consultant's work or the Consultant's subcontractors. 11.0 INSURANCE. The Consultant understands that no Borough insurance coverage, including Workers' Compensation, is extended to the Consultant while completing the services described in this Agreement. The Consultant shall carry adequate (commercially reasonable coverage levels) insurance covering Workers' Compensation, general public liability, automobile, professional liability, and property damage including a contractual liability endorsement covering the liability created or assumed under this Agreement. The Consultant shall not commence work under this Agreement or any work on any phase of the Project until the Consultant provides the Borough with certificates of insurance evidencing that all required insurance has been obtained. These insurance policies and any extension or renewals thereof must contain the following provisions or endorsements: a. Borough is an additional insured thereunder as respects to general liability arising out of or from the work performed by Consultant of Borough. b. Borough will be given thirty (30) days prior notice of cancellation or material alteration of any of the insurance policies specified in the certificate. Insurer waives all rights of subrogation against Borough and its employees or elected officials. d. The insurance coverage is primary to any comparable liability insurance carried by the Borough. Upon request, Consultant shall permit the Borough to examine any of the insurance policies specified herein. Any deductibles or exclusions in coverage will be assumed by the Consultant, for account of, and at the sole risk of the Consultant. The minimum amounts and types of insurance provided by the Consultant shall be as set forth in this agreement, subject to revision at the Borough's request in order to provide continuously throughout the term of the Agreement a level of protection consistent with good business practice and accepted standard of the industry. 12.0 GOVERNING LAW. The laws of Alaska will determine the interpretation, performance and enforcement of this Agreement. 13.0 OWNERSHIP OF WORK PRODUCTS. Payment to the Consultant for services hereunder include full compensation for all work products and other materials produced by the Consultant and its subcontractors pertaining to this Agreement. The originals of all material prepared or developed by the Consultant or its employees, agents, or representatives hereunder, including documents, drawings, designs, calculations, maps, Contract FY2026-03 PDF Page #36 of 161 sketches, notes, reports, data, models, computer tapes, and samples shall become the property of the Borough when prepared, whether delivered or not, and shall, together with any materials furnished the Consultant and its employees, agents, or representatives by the Borough hereunder, be delivered to the Borough upon request and, upon termination or completion of this Agreement. Materials previously created and copyrighted by the Consultant included in this project will remain property of the Consultant. Copies will be made available to the Borough upon request. Materials purchased from and copyrighted by third parties are not included in this provision. 14.0 PATENTS, TRADEMARKS, AND COPYRIGHTS. The Consultant agrees to defend, indemnify, and save the Borough harmless from and against any and all claims, costs, royalties, damages and expenses of any kind of nature whatsoever (including attorneys' fees) which may arise out of or result from or be reasonably incurred in contesting any claim that the methods, processes, or acts employed by the Consultant or its employees in connection with the performance of services hereunder infringes or contributes to the infringement of any letter patent, trademark, or copyright. In case such methods, processes, or acts are in suit held to constitute infringement and use is enjoined, the Consultant, within reasonable time and at its own expense, will either secure a suspension of the injunction by procuring for the Borough a license or otherwise, or replace such method, process, etc., with one of equal efficiency. 15.0 NONWAIVER. No failure of the Borough or Consultant to insist upon the strict performance by the other of any of the terms of this Agreement or to exercise any right or remedy herein conferred, shall constitute a waiver or relinquishment to any extent of its rights to rely upon such terms or rights on any future occasion. Each and every term, right, or remedy of this Agreement shall continue in full force and effect. 16.0 SAFETY/PERFORMANCE. The Consultant shall perform the work in a safe and workmanlike manner. The Consultant shall comply with all federal and state statues, ordinances, orders, rules, and regulations pertaining to the protection of workers and the public from injury or damage and shall take all other reasonable precautions to protect workers and the public from injury or damage. 17.0 SUSPENSION OR TERMINATION. 17.1 Fault Termination or Suspension. This Agreement may be terminated by either party upon ten (10) days written notice if the other party fails substantially to perform in accordance with its terms. If the Borough terminates this Agreement, it will pay the Consultant a sum equal to the percentage of work completed and accepted by the Borough that can be substantiated by the Consultant and the Borough, offset by any amounts owed to the Borough. However, within the ten (10) day Notice of Intent to terminate the party in default shall be given an opportunity to present a plan to correct its failure. 17.2 Convenience Suspension or Termination. The Borough may at any time terminate or suspend this Agreement for any reason including its own needs or convenience. In the event of a convenience termination or suspension for more than six (6) months, the Consultant will be compensated for authorized services and authorized expenditures performed to the date of receipt of written notice of termination or suspension. No fee or other compensation for the uncompleted portion of the services will be paid, except for already incurred indirect costs which the Consultant can establish, and which would have been compensated but because of the termination or suspension would have to be Contract FY2026-03 PDF Page #37 of 161 absorbed by the Consultant without further compensation. 17.3 Activities Subsequent to Receipt of Notice of Termination or Suspension. Immediately upon receipt of a Notice of Termination or suspension and except as otherwise directed by the Borough or its Representative, the Consultant shall: a. stop work performed under this Agreement on the date and to the extent specified in the Notice; and b. transfer title to the Borough (to the extent that title has not already been transferred) and deliver in the manner, at the times, and to the extent directed by the Borough's representative, work in progress, completed work, supplies, and other material produced as a part of, or acquired in respect of the performance of the work terminated or suspended by the Notice. 18.0 EQUAL EMPLOYMENT OPPORTUNITY. The Consultant shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, or because of age, physical handicap, sex, marital status, change in marital status, pregnancy, or parenthood when the reasonable demands of the position do not require distinction on the basis of age, physical handicap, sex, marital status, changes in marital status, pregnancy, or parenthood. The Consultant shall take affirmative action required by law to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, national origin, ancestry, age, or marital status. 19.0 NO ASSIGNMENT OR DELEGATION. The Consultant may not assign, subcontract or delegate this Agreement, or any part of it, or any right to any of the money to be paid under it without written consent of the Contracting Officer. 20.0 INDEPENDENT CONSULTANT. The Consultant shall be an independent Consultant in the performance of the work under this Agreement and shall not be an employee or agent of the Borough. 21.0 PAYMENT OF TAXES. As a condition of performance of this Agreement, the Consultant shall pay all federal, state and local taxes incurred by the Consultant and shall require their payment by any other persons in the performance of this Agreement. 22.0 PRECEDENCE AND DIVISIBILITY. The provisions of this Agreement shall fully govern the services performed by the Consultant. If any term, condition, or provision of this Agreement is declared void or unenforceable, or limited in its application or effect, such event shall not affect any other provisions hereof and all other provisions shall remain fully enforceable. 23.0 ENTIRE AGREEMENT. This Agreement contains the entire agreement between the parties as to the services to be rendered by the Consultant. All previous or concurrent agreements, representations, warranties, promises, and conditions relating to the subject matter of this Agreement are superseded by this Agreement. 24.0 COMPLETION OF WORK, TERM OF AGREEMENT. The Consultant shall perform all work in a timely fashion, and in accordance with the schedules included in this Agreement and Exhibits. 25.0 CLAIMS AND DISPUTES. Venue for all claims and disputes under this Agreement, if not Contract FY2026-03 PDF Page #38 of 161 otherwise resolved by the parties, shall be in the appropriate Alaska State court in Anchorage or Kodiak, Alaska. 26.0 CHANGES IN SCOPE OF WORK. 26.1 General. No claim for additional services not specifically provided in this Agreement will be allowed, nor may the Consultant do any work or furnish any materials not covered by the Agreement unless the work or material is ordered in writing by the Contracting Officer. Preparation of Change Orders and design changes, due to errors and/or omissions by the Consultant, will be done at the sole expense of the Consultant. 26.2 Changes in Scope of Work. The Borough or its representative may, at any time, by a written Change Order delivered to the Consultant, make changes to the scope of work, or authorize additional work outside the scope of work. 26.3 Compensation to the Consultant. If any Change Order for which compensation is allowed under this Article causes an increase or decrease in the estimated cost of, or time required for, the performance of any part of the work under this Agreement, or if such change otherwise affects other provisions of this Agreement, an equitable adjustment will be negotiated. Such an adjustment may be: a. in the estimated cost or completion schedule, or both; b. in the amount of fee to be paid; and c. in such other provisions of the Agreement as may be affected, and the Agreement shall be modified in writing accordingly. 26.4 Any claim by the Consultant for adjustment under this section must be asserted within fifteen (15) days from the day of receipt by the Consultant of the notification of change; provided, however, that the Borough or its representative, deciding that the facts justify such action, may receive and act upon any such claim asserted at any time prior to final payment under this Agreement. Failure to agree to any adjustment shall be a dispute within the meaning of Section 25.0 of this Agreement. 27.0 LIMITATION OF FUNDS. 27.1 At no time will any provision of this Agreement make the Borough or its representative liable for payment for performance of work under this Agreement in excess of the amount that has been appropriated by the Borough Assembly and obligated for expenditure for purposes of this Agreement. 27.2 Change orders issued pursuant to Section 26 of this Agreement shall not be considered an authorization to the Consultant to exceed the amount allotted in the absence of a statement in the change order, or other modification increasing the amount allotted. 27.3 Nothing in this Section shall affect the right of the Borough under Section 17 to terminate this Agreement. 28.0 PRIOR WORK. For the purposes of this Agreement, work done at the request of the Borough or its representative before execution of this Agreement shall be deemed to be work done after Contract FY2026-03 PDF Page #39 of 161 its execution and shall be subject to all the conditions contained herein. 29.0 NOTICES. Any notices, bills, invoices, or reports required by the Agreement shall be sufficient if sent by the parties in the United States mail, postage paid, to the address noted below: Kodiak Island Borough Attn: Borough Manager 710 Mill Bay Road, Room 125 Kodiak, Alaska 99615 Shannon & Wilson, Inc. 5430 Fairbanks Street, Suite 3 Anchorage, AK 99518 IN WITNESS WHEREOF, the parties have executed this Agreement. Kodiak Island Borough Shannon & Wilson, Inc. Signed: Signed: By: Aimee Williams Title: Borough Manager Date: ATTEST: Nova M. Javier Borough Clerk By. Dan P. McMahon Title: Vice President Date: 8/22/25 Contract FY2026-03 PDF Page #40 of 161 ATTACHMENT C Exhibit A: KIB Landfill Surface Water Monitoring Plan 2023 [Following 121 pages] Contract FY2026-03 PDF Page #41 of 161 Kodiak Island Borough Landfill Surface Water Monitoring Plan Updated March 2023 Revised January 2024 Contents Acronyms and Abbreviations...................................................................................................................................... 4 Contract FY2026-03 PDF Page #42 of 161 DistributionList............................................................................................................................................................6 Section1 Introduction................................................................................................................................................. 7 Section2 Project Background......................................................................................................................................8 Section 3 Water Monitoring Program.......................................................................................................................... 9 3.1 Site Hydrology..................................................................................................................................................10 3.2 Regulatory Requirements.................................................................................................................................10 3.3 Sample locations...............................................................................................................................................13 3.31 Surface Well Sampling Locations....................................................................................................................15 3.3.2 Stream Surface Water Sampling Locations...................................................................................................16 3.3.3 Leachate Sampling Location..........................................................................................................................16 3.3.4 Monitoring Frequency...................................................................................................................................16 3.4 Points of Compliance............................................................................................................................................16 3.5 Monitoring Parameters........................................................................................................................................17 3.6 Non -Conformance Identification and Corrective Action..................................................................................18 Section 4 Sampling Plan and Quality Assurance Program..........................................................................................18 4.1 Pre -Sampling Activities.....................................................................................................................................19 4.2 Sample Labeling................................................................................................................................................20 4.3 Field Notes and Sample Records......................................................................................................................20 4.4 Sample Documentation....................................................................................................................................21 4.5 Calibration of Field Equipment.........................................................................................................................21 4.6 Decontamination of Sampling Equipment.......................................................................................................22 4.7 Sampling Preservation and Containers............................................................................................................22 4.8 Sampling Holding Conditions............................................................................................................................24 4.9 Quality Assurance Samples..............................................................................................................................24 4.10 Surface Well Sampling....................................................................................................................................25 4.11 Stream Surface Water Sampling..................................................................................................................... 26 4.12 Leachate Sampling..........................................................................................................................................27 4.13 Sample Chain of Custody................................................................................................................................27 4.14 Sample Packing...............................................................................................................................................28 4.15 Sample Shipment............................................................................................................................................29 4.16 Laboratory Quality Assurance........................................................................................................................ 30 4.16.1 Analytical Methods and Detection Limits...............................................................................................30 4.16.2 Quality Control Checks............................................................................................................................30 4.16.3 Sample Custody.......................................................................................................................................30 Contract FY2026-03 PDF Page #43 of 161 Section 5 Data Evaluation, Validation and Reporting.................................................................................................31 5.1 Data Quality......................................................................................................................................................31 5.1.1 Precision.................................................................................................................................................... 31 5.1.2 Accuracy....................................................................................................................................................31 5.1.3 Representativeness................................................................................................................................... 31 5.1.4 Completeness............................................................................................................................................32 5.1.5 Comparability............................................................................................................................................32 5.1.6 Sensitivity.................................................................................................................................................. 32 5.2 Data Validation.................................................................................................................................................33 5.3 Data Evaluation................................................................................................................................................36 5.4 Trend Analysis.................................................................................................................................................. 36 5.4.1 Mann -Kendall Statistical Analysis..............................................................................................................36 5.4.2 Data Selection for Trend Analysis.............................................................................................................. 37 5.5 Data Management............................................................................................................................................37 5.6 Reporting and Record Keeping.........................................................................................................................38 Section6 References.................................................................................................................................................. 39 Appendices................................................................................................................................................................. 41 A Geotechnical and Hydrological Investigations at the Kodiak Island Borough Landfill...................................42 B List of Required Water Quality Monitoring Parameters and Standards........................................................43 C Surface Water Sampling Field Data Sheets....................................................................................................44 DMonitoring Procedures..................................................................................................................................45 E Bottle Types and Bottle Label Worksheet......................................................................................................46 FExample Chain -of -Custody Form....................................................................................................................47 G Alaska Department of Environmental Conservation Correspondence: Groundwater Determination at Kodiak Island Borough Landfill...............................................................................................................................48 H Landfill Staff Specialized Training and Certification.......................................................................................49 1 Historical Data................................................................................................................................................50 J Meeting Notes: Policy and Procedures for Metals (and Other Chemicals) Detected above Water Quality Standards................................................................................................................................................................ 51 Contract FY2026-03 PDF Page #44 of 161 Acronyms and Abbreviations °C degrees Celsius AAC Alaska Administrative Code ACM asbestos -containing materials ADEC Alaska Department of Environmental Conservation APDES Alaska Pollutant Discharge Elimination System BOD biochemical oxygen demand BODs 5-day biochemical oxygen demand CDL construction, demolition, and landscaping CFR Code of Federal Regulations CH2M CH2M HILL, Inc. COC chain -of -custody CWA Clean Water Act DO dissolved oxygen DRO diesel -range organics EPA U.S. Environmental Protection Agency GRO gasoline -range organics H2SO4 sulfuric acid HCI hydrochloric acid KIB Kodiak Island Borough LCS laboratory control sample LCSD laboratory control sample duplicate LOD limits of detection LOQ limits of quantitation LTP leachate treatment plant DL detection limit mL milliliter(s) MS matrix spike MSD matrix spike duplicate MSW municipal solid waste NELAP National Environmental Laboratory Accreditation Program NPDES National Pollutant Discharge Elimination System NTU nephelometric turbidity units Contract FY2026-03 PDF Page #45 of 161 PAH polynuclear aromatic hydrocarbon PARCCS precision, accuracy, representativeness, completeness, comparability, and sensitivity POC point of compliance QA quality assurance QAPP Quality Assurance Project Plan QC quality control RCRA Resource Conservation and Recovery Act RL reporting limit RPD relative percent difference RRO residual -range organics TAH total aromatic hydrocarbon TagH total aqueous hydrocarbon TDS total dissolved solids VOC volatile organic compound WQS water quality standard Contract FY2O26-03 PDF Page #46 of 161 Distribution List Project Information Document Name: Kodiak Island Borough Surface Water Monitoring Plan Location: 1203 Monashka Bay Road, Kodiak, Alaska, 99615 Lead Organization Organization Name: Kodiak Island Borough (KIB) PM Name and Title: David Conrad, Director of Engineering and Facilities State Regulatory Agency Agency Name: Alaska Department of Environmental Conservation (ADEC) PM Name and Title: Annemieke Powers, Municipal Waste Specialist Project Team and Document Distribution Name/Affiliation Title/Role Distribution List David Conrad/KIB Director of Engineering/Facilities X Jena Hassinger/KIB Environmental Specialist of Engineering and Facilities X Carl Royall/KIB Leachate Treatment Plant Lead Operator/ Lead Sampler X Cory Hinds/CH2M PM X Stacey Kehne/CH2M Environmental Scientist/Lead Author for revisions X Bernice Kidd/CH2M Chemist X Annemieke Powers /ADEC Municipal Waste Specialist X Contract FY2026-03 PDF Page #47 of 161 Section 1 Introduction This Surface Water Monitoring Plan has been prepared to guide field activities, data collection, analysis, and reporting at Kodiak Island Borough (KIB) Landfill. The Surface Water Monitoring Plan is intended to provide the means to evaluate whether the KIB Landfill is impacting local surface water. The plan has been prepared in accordance with Alaska Department of Environmental Conservation (ADEC) and U.S. Environmental Protection Agency (EPA) regulations and guidance, including Title 18, Chapter 60 of the Alaska Administrative Code (18 AAC 60), Solid Waste Management (ADECa, 2022); Technical Memorandum, Surface Water Monitoring at Landfills (ADEC, 2022g); Technical Memorandum Surface Water Standards Table (ADEC, 2022h); Quality Assurance Project Plan (QAPP) Review Checklist (ADEC, 2022f); Field Sampling Guidance (ADEC, 2022d); and Title 40, Section 258, of the Code of Federal Regulations (40 CFR 258). This Plan serves as an update to the Kodiak Island Borough Municipal Landfill Monitoring Plan prepared by CH2M HILL, Inc. (CH2M) in May 2018. The KIB Landfill is an active Class I landfill located at 1203 Monashka Bay Road, approximately 6 miles northwest of the City of Kodiak on Kodiak Island in Alaska. The facility is located within the northwestern quarter of Section 29, T27N, R20W, Seward Meridian. The KIB Landfill receives solid waste generated within the KIB and in 2017, a total of 12,255 tons of solid waste was disposed of at the landfill. The total design footprint of the landfill is 30.2 acres, of which 21.1 acres will be unlined and 9.1 acres will be lined when the landfill reaches capacity. Currently there are 6.9 acres of the landfill that have received a closure cover and approximately 19.5 acres with solid waste in place. A Baling Facility converts loose solid waste into bales for placement into the active landfill areas. The Baling Facility is equipped with baler washdown facilities, sanitary sewer lines, and water supply lines. Storm water from the portions of the landfill that have received a final cover (closed) is collected and managed in a detention basin. Raw leachate is processed onsite at a leachate treatment plant (LTP) and discharged to wetlands. The LTP uses a denitrification process and membrane bioreactor technology (combination of the activated sludge process and membrane filtration) to treat the leachate to regulatory standards. In 2015, an engineered lining system was constructed (6.3 acres) that contains a drainage component for the collection and conveyance of leachate to the LTP. Materials that are disposed of at the KIB Landfill include baled municipal solid waste (MSW); baled waste from the industrial, commercial, and institutional (ICI) sector; asbestos -containing materials (ACM), construction, demolition, and landscaping debris (CDL); tree stumps; and fishing and boat debris. Activities at the landfill site include, but are not limited to, the following: • Baling of solid waste • Landfilling of baled solid waste • Placement of landfill cover material • Segregation of select recyclable materials from the waste stream • Removal of ozone depleting substances from refrigerators, air conditioners, and similar Contract FY2026-03 PDF Page #48 of 161 • Leachate treatment • Cell construction and closure • Blasting of native soils to obtain shotrock for construction and operations • Controlled burning of wood waste • Staging and processing of metals (including automobiles) for shipment to an offsite metal recycling facility Per 18 AAC 60, the owner or operator of a solid waste facility must monitor both groundwater and surface water at and adjacent to the facility. The KIB Landfill site is situated on a relatively impermeable bedrock layer. While groundwater sampling has been conducted in the past, ADEC determined in October 2006 that the water in the monitoring wells at the landfill does not meet the definition of groundwater and was to be classified as surface water (Appendix G). As such, only surface water monitoring need be conducted at this site. There are seven sampling locations across the site with three surface wells (SW-2, SW-3, and SW-5) and three surface water locations (S-5, S-8, and S-131). One leachate sampling location (L-1) allows the determination of raw leachate quality. Storm water monitoring is not addressed in the plan, but instead is covered by a separate Multi -Sector General Permit through the Alaska Pollutant Discharge Elimination System (APDES) permit system. Section 2 Project Background The KIB Landfill began accepting solid waste in 1970. From 1970 to 2015, the existing landfill was constructed over marine shale, which must be blasted for excavation. In 2015, the northeastern end of the landfill footprint was expanded with the completion of the construction of a 6.3-acre engineered lining system (Cell 1) that contains an impermeable liner system (geomembrane and geosynthetic clay liner) and a leachate collection/conveyance system compliant with Resource Conservation and Recovery Act (RCRA) Subtitle D regulations. The construction of Cell 1 is part of a phased lateral expansion of the landfill. Cell 2 will be constructed in the future and together with Cell 1 will provide an additional 1,036,000 cubic yards of airspace for MSW disposal and increase the life of the landfill by approximately 60 years. 2 The southwestern end of the landfill will also be expanded an additional 4.7 acres to accommodate the disposal of inert CDL material. The construction of a lined lagoon and LTP was completed in 2015, whereby leachate is treated by denitrification and membrane bioreactor processes before discharge to wetlands onsite. Leachate that is generated by incidental precipitation over the waste travels slowly through the bales and across the underlying rock surface, where it is collected by a toe drain or engineered subsurface leachate cut-off wells and piping system. Leachate is collected on the bottom liner in the portion of the landfill that has a liner system. Collected leachate is conveyed to the lined lagoon where it is stored prior to treatment by the LTP. The construction of the Phase 1 cell included a perimeter containment berm with road, subsurface leachate cutoff walls, surface water and erosion facilities, and a storm water detention basin. In 2023 a pretreatment Contract FY2026-03 PDF Page #49 of 161 system is to be added to the leachate treatment plant. This upgrade will include an aeration basin along with a clarifier to address the scaling problem that staff is seeing at the facility. Phased closure of the landfill has occurred at two areas on the western side and northern end of the landfill with the construction of an engineered final cover system containing geomembrane and a drainage layer. The drainage layer allows precipitation and snow melt to flow by gravity to a lined surface water collection ditch at the bottom of the slope that is part of the storm water collection system. The Stage 1 (3.2 acres) and Stage 2 (4.0 acres) areas were constructed in 1999 and 2015 respectively. It is projected that by the end of 2023 additional closure both final and interim will be completed from the Stage 3 Closure Project. The Stage 3 area consists of approximately 1.5 acres and is located south and east of the previously closed Stage 1 and 2 areas, and northwest of the active C&D cell. Stage 3 cover will be tied into the existing cover on the Stage 1 and 2 areas and will consist of a linear low -density polyethylene (LLDPE) geomembrane liner followed by one foot of drainage material, a geotextile barrier, six inches of shot rock and topsoil. The proposed cover for the Stage 3 area matches the existing cover sequencing and material type as the Stage 1 and 2 areas. Construction specifications include quality assurance requirements for the placing and testing of the liner. The interim cover area covers approximately 2.6 acres on the top deck of the original unlined landfill. The completion of the lateral expansion project and leachate treatment system has improved the treatment of leachate and thereby the surface water quality in the wetlands. The data quality objective for the monitoring program for surface water quality is to evaluate conditions around the KIB Landfill to determine whether leachate or runoff water is influencing surrounding water quality to the extent that it violates water quality standards. Section 3 Water Monitoring Program Water quality monitoring is performed at three types of locations at the KIB Landfill: surface water wells, surface water streams, and raw leachate. Monitoring wells drilled into the bedrock are designated as surface wells because the water in these wells cannot be considered groundwater by definition (Appendix G). Stream surface water samples are drawn adjacent to piezometers permanently installed in the streams to mark the sampling locations. Prior to October 2018, stream samples were collected from the piezometers themselves, but their use was discontinued, with grab samples being preferred as a more representative sampling method. Leachate is currently sampled at the main leachate accumulation point from the landfill. The results of the surface water monitoring will be compared to State of Alaska and federal water quality standards, as outlined in the Surface Water Standards Table in Technical Memorandum (ADEC, 2022h). These surface water quality standards are derived from the following: • 18 AAC 70, including the drinking water criteria in the Alaska Water Quality Manual for Toxic and other Deleterious Organic and Inorganic Substances Alaska Pollutant Discharge Elimination System Multisector General Permit for Storm Water Discharges Associated with Industrial Activity, Sector L— Landfills, Land Application Site, and Open Dumps • Regional Secondary Drinking Water Regulation standards under 40 CFR 143 Contract FY2026-03 PDF Page #50 of 161 18 AAC 75.345, Table C groundwater cleanup levels • EPA Lifetime Health Advisory Levels Constituents detected in surface water without water quality standards will be evaluated for trends that could indicate an impact related to the landfill (Section 5.3 provides additional information on data evaluation and use). Leachate quality monitoring will help identify which constituents are appropriate for compliance monitoring. The parameters currently monitored have been selected by ADEC. Local drainage patterns and surface water sample locations are provided in Figure 1. The magenta and green lines indicate the approximate location of the leachate collection and conveyance system piping. The blue and yellow lines indicate surface water drainage patterns. Capture and treatment of two major subsurface flow channels has been incorporated into the construction of the landfill lateral expansion. The surface water monitoring event is performed by qualified and trained onsite personnel that are also responsible for the operation of the LTP. Such personnel perform routine environmental sampling as part of the effluent discharge monitoring requirements governed by the APDES permit issued for the operation of the LTP. The current LTP operators have completed ADEC certified education requirements for qualified sampler. Both have taken the Dr. Hagedorn's Environmental Sampler Workshop in April of 2023. In addition, the October 2018 monitoring event was observed by a qualified environmental professional to confirm proper sampling techniques are still being implemented at the landfill (Appendix H). The LTP operators will typically have certifications in wastewater collection and wastewater treatment. An example of the certifications for the current LTP operator is provided in Appendix H. The KIB will ensure that current and new LTP staff receive/have the proper training, or any additional training that will provide further benefit and enhance their qualifications for performing environmental monitoring at the landfill. The Environmental Specialist for the Borough, will be present during the sampling events as the qualified sampler to observe and assist when needed. Once the lead operator can complete all tasks without error or input from the qualified sampler for two consecutive sampling events, the lead operator will then be responsible for sampling events and oversight with a qualified sampler is no longer needed. If issues/deviations arise in the future a qualified sampler will begin observing the activities until two consecutive sampling events occur with no error or help/input from the qualified sampler. If the KIB does not have a staff member that is a qualified sampler, the KIB will hire a qualified sampler for the event. A refresher will be done the morning before the sampling events to ensure proper technique is used. 3.2 Regulatory Requirements The landfill site is underlain by bedrock generally 2 to 5 feet below the natural ground surface. Surface water is located above this relatively impermeable bedrock layer. Soil above the bedrock consists of fractured shale and ash layers above the shale. The uppermost layer typically consists of ash and organics on the surface. Monitoring wells were drilled into the solid bedrock; therefore, surface water from saturated soils drains into the well hole in the bedrock. The wells serve as sumps for the collection of water rather than a typical well screened in an aquifer. The actual saturated zone above the bedrock is typically less than 2 feet thick. The wells recharge very slowly due to the limited volume of water retained in the saturated zone above the bedrock. The wells are not connected hydrologically because the aquifer is not contiguous between the wells. As a result, inter -well comparisons of water quality data are not appropriate. Contract FY2026-03 PDF Page #51 of 161 3.2 Regulatory Requirements Alaska state solid waste regulation 18 AAC 60 requires surface water monitoring at landfills that pose a potential of violating water quality standards in 18 AAC 70. Analytical detections in well and stream surface water will be compared to the most recent Alaska water quality standards (WQS) as listed in Technical Memorandum Surface Water Standards Table (ADEC, 2022h), except where WQS do not exist, in which case trend analysis will be conducted to evaluate whether concentration trends indicate that the landfill is causing an increase in the parameter. For ALL samples, the procedure for evaluation is as follows: 1. If a WQS exists for a parameter and the detected level of the parameter is below that standard, then the result will be reported to ADEC with no further action regarding that parameter. 2. If no WQS exists for a parameter and the parameter is not detected above the laboratory detection limit (DL), then the result will be reported to ADEC with no further action regarding thatparameter. 3. If a parameter is detected four or more times above the laboratory DL when no WQS exists, trend evaluation will be required to determine if additional evaluation or action should be considered (see Section 5.3, Data Evaluation). 4. If a WQS exists for a parameter and the detected level of the parameter is above the WQS, then the results above WQS will be reported to ADEC by email within 14 days of KIB receiving the data (followed by a hard -copy letter by mail). Whether action is required to mitigate for any chemical detected above the WQS will be determined in consultation with ADEC. Trend analysis will be conducted for all chemicals detected above the WQS during the reporting effort. For metals that are reasonably expected to occur naturally at concentrations above the WQS, further action will be considered (following consultation with ADEC) if an increasing trend is identified. If no trend or a decreasing trend is indicated for metals believed to be naturally occurring, no further action will be required. Appendix J provides meeting notes for the October 10, 2018, meeting with ADEC, which confirms the requirements for notifications and procedures for addressing metals [and other chemicals] detected above water quality standards. A description of the data evaluation that should be completed for each sampling event is included in Section 5.3. The federal Clean Water Act (CWA) also requires industrial facilities such as landfills to monitor storm water. Storm water monitoring requirements are established under the APDES permit system in line with the federal NPDES program. The KIB Landfill has been issued APDES permits that regulate the discharge quality and monitoring/reporting requirements for the effluent from the LTP (Permit No. AK0053481), as well as storm water discharges from the landfill (Permit No. AKR06000). 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Contract FY2026-03 PDF Page #55 of 161 3.3 Sample locations The approximate locations of the surface well, stream surface water, and leachate monitoring locations adjacent to the landfill are shown in Figure 2. Due to the number of improvements at the landfill and past efforts made to collect leachate seeps, the number and location of sampling points has been adjusted. For clarity, the locations of previous sampling points are shown in Figure 3. Surface wells are identified by the prefix "SW," and stream surface water monitoring locations are denoted by the prefix "S." The leachate monitoring location is denoted by the prefix "L" and the former wetland treatment effluent weirs (which are no longer sampled) are denoted by the prefix "W." The current sampling locations chosen for the landfill are shown in Table 1. Those that have been deleted from sampling are shown in Table 2. Additional stream surface water monitoring points further downstream from S-5 may be proposed if exceedances of WQS are found in S-5 or S-8. However, additional monitoring points are not always considered corrective action. Further discussion with ADEC would be required to change the compliance location(s). The following paragraphs describe the current location of monitoring sites and monitoring objectives. Surface well and stream surface water sample locations are marked in the field with orange Carsonite markers to identify their location. These markers should be repaired or replaced, if necessary. Table 1 Current Sampling Locations Sampling Type Reason for Collection Area Photo Point Sampling SW-2 Surface Well Compliance Just beyond toe drain on west side of landfill. Meant to detect possible leachate seepage beyond toe drain interceptor. s r. • Y t f "r SW-3 Surface Well Compliance Hydrologically isolated from waste -filled areas on southern side of landfill. Located near road drainage by the front entrance gate. Contract FY2026-03 PDF Page #56 of 161 SW-5 Surface Well Compliance Just northwest of toe drain. Meant to detect potential leachate seepage beyond toe drain interceptor. S-5 Stream Point of Surface Water Compliance Stream Compliance In main drainage channel of wetland to northeast of the landfill. In unnamed creek at northern L-1 Leachate Leachate Manhole C. Main leachate accumulation point from the x.. landfill. Contract FY2026-03 PDF Page #57 of 161 TABLE 2 Previous Sampling Locations Sampling Point Reason for Deletion S-B Was used as a background surface water sampling location. However, based on local surface flow, this stream location is not upgradient of the landfill and may be affected by housing areas upstream. S-1 A monitoring point was previously required to be located 50 feet downgradient from active landfill boundary. Location was determined to be downgradient based on local flow direction; however, drainage may have potential impact from the housing areas as well, because it is located downstream of where the stream flowing from the east connects to the one leaving the landfill. S-3 Now dry as constructed improvements redirected surface water flow. ADEC agreed to the removal of the sampling point from the surface water monitoring program in a meeting with KIB on March 11, 2014. S-4 With development of this area to include new leachate and storm water impoundments, this point may now be influenced by surface flow and was therefore removed as a former background data point. S-6 Need for this sampling point has been eliminated by current site improvements. Removal conditionally approved by ADEC on April 5, 2013. S-7 Physically near S-3. Previously chosen to monitor a seep that has been contained with this expansion. Does not provide additional data W-1, W-1, W-3 Sampling points for the three weirs were reduced from three to one (W-2) after determining that only one point on the weir needed to be sampled. ADEC agreed in a meeting with the KIB on March 11, 2014, that sampling point W-2 would be removed after the completion of the LTP. The sampling of LTP effluent would not be part of the surface water monitoring program and would instead be part of the APDES permit compliance monitoring program. 3.31 Surface Well Sampling Locations There are currently three surface wells at the landfill suitable for monitoring, designated as SW-2, SW-3, and SW-5. The location of these wells can be seen in Figures 1 and 2. For reference purposes, Appendix A includes well logs taken from the report Geotechnical and Hydrological Investigations at the Kodiak Island Borough Landfill (Golder Associates and Arctic Engineers, 1984). This report includes well logs for the three surface wells currently monitored, as well as others that have been abandoned in the course of the past expansions of the landfill footprint and improvements. The two compliance surface wells were designed and placed where they were most likely to detect contamination from the landfill. Well SW-2 is located just beyond the toe drain on the southwestern side of the landfill and is designed to detect possible leachate seepage beyond the toe drain interceptor. The well log for this well identifies it as BH-3. Well SW-3 is hydrologically isolated from waste -filled areas on the southeastern side of the landfill. The well log for this well identifies it as BH-2. The well is hydrologically isolated from the landfill because the bottom of the well is approximately 7 feet higher than the base of the adjacent landfill, and the well is in bedrock. Upgradient of this location a road drainage ditch is located. Contract FY2026-03 PDF Page #58 of 161 Well SW-5 is located just west of the west -side toe drain and is designed to detect potential leachate seepage beyond the toe drain interceptor. The well log for this well identifies it as BH-4. 3.3.2 Stream Surface Water Sampling Locations There are three stream surface water quality monitoring locations at the KIB Landfill. They are designated as S-5, S-8, and S-B1 on Figures 1 and 2. S-5, the POC, is located to the northeast of the landfill within an existing natural drainage, downgradient of the LTP discharge point and from the discharge of the storm water retention pond. S-8 is located northeast of the landfill in the unnamed creek at the landfill boundary. This location monitors the surface water quality at the north drainage of the storm water channel near the landfill expansion. Sample location S-B1 is a background sample location for S-8 because it receives surface water from the undeveloped property east of the landfill prior to flowing onto landfill property, then runs around the eastern side of the landfill cells and north past the location of S-8. Location S-B1 will allow naturally occurring water quality conditions to be evaluated that are not affected by discharges from the landfill. 3.3.3 Leachate Sampling Location The leachate sampling point is located in Manhole C and is identified as L-1. This is the main leachate accumulation point from the landfill. Leachate from sample location L-1 is conveyed by a buried pipe to a lined impoundment for processing at the leachate treatment plant. Treated leachate effluent is sampled at a POC within the LTP before the effluent is discharged to the weirs at the constructed wetland system. 3.3.4 Monitoring Frequency Surface well, stream surface water, and leachate monitoring are performed twice each year: once in April and once in October, with up to a 1-month shift earlier or later allowed depending on weather and staff availability. Seasonal variations in Kodiak are minor because of the maritime climate. Samples obtained in early spring allow for the characterization of potential changes in the water quality from seasonal variations. April is a low -flow time period for the wetland and October is a medium- to high- flow period. Past monitoring data have shown very little variation with the seasons; therefore, more frequent monitoring is not likely to provide more useful information. The federal and state regulations do not specify a monitoring frequency. 3.4 Points of Compliance The hydrology in the area of the landfill is complex, with multiple surface water drainage pathways ultimately contributing to offsite surface water flow and water from precipitation collecting locally on the shallow bedrock (but without being hydraulically connected like an aquifer would be). As a result of these factors, a single upgradient location is not available for comparison as a background for the surface well monitoring points. Consequently, all surface well sampling points are considered points of compliance at the landfill. Stream surface water sampling point SB-1 is located south of Monashka Bay Road, and is considered to be a background stream surface water sampling point for S-8 as the surface water flow at that location is received from areas to the south and east. From SB-1, the surface flow is collected in an underground culvert and flows north onto the landfill property and then runs around the eastern side of the landfill cells and north past the location of S-8. Contract FY2026-03 PDF Page #59 of 161 The stream surface water point of compliance (S-5) is located downgradient of the mixing zone of the effluent from the LTP weir system and the discharge from the storm water detention basin. An upgradient location is not available for direct comparison because of the complex hydrology of the site (i.e., multiple on - and offsite sources of surface water converge in the landfill vicinity upgradient of this location). Because of its location, S-5 is considered to be where the highest concentrations of hazardous constituents leaving the facility would most likely be detected (as described in Technical Memorandum, Surface Water Monitoring at Landfills [ADEC, 2022f]). Leachate generated by the landfill is conveyed through lined toe drains and collection piping to a lined leachate impoundment. Leachate is continuously withdrawn from the storage impoundment and processed by the LTP until it discharges as treated effluent from the LTP to the weirs. The weir discharge is the first point where the treated leachate effluent enters lands and waters of the state (i.e., wetlands located on the KIB Landfill property). The POC for the treated leachate effluent designated by ADEC under APDES Permit No. AK0053481 is a discharge pipe inside the LTP (Outfall 001) and results for NPDES compliance monitoring are reported separately. 3.5 Monitoring Parameters The federal and state Municipal Solid Waste Landfill regulations require detection monitoring for all parameters listed in Appendix I of 40 CFR 258. The analytic requirements and method options are shown in Table 3. Samples will be analyzed using the methods described in the most recent edition of EPA SW-846, Test Methods for Evaluating Solid Waste (EPA, 2018) and EPA-600/4-79-020, Methods for Chemical Analysis of Water and Wastes (EPA, 1983). Samples will not be filtered, and all metal analyses will be for total metals. A sample for hardness shall be taken at each surface well and stream surface water sampling location to calculate hardness. TABLE 3 List of Water Quality Monitoring Methods Parameter EPA Method Hardness SM 2340B Metals (Total)' E200.8/SW6020B Total calcium and magnesium E200.7 VOCs 8260D GRO AK101 DRO AK102 RRO AK103 PAHs 8270E Ammonia-N E350.1 BODS SM5210B Chemical Oxygen Demand E410.4 Nitrate-N E300.0 Total Nitrate+Nitrite Method 353.2 Total Kjeldahl Nitrogen E351.2 TDS SM2540C Total aromatic hydrocarbons and total aqueous hydrocarbons Completed by calculation Notes: Contract FY2026-03 PDF Page #60 of 161 a Or as requested by ADEC. b Metals analyzed under this method include antimony, arsenic, barium, beryllium, cadmium, chromium, cobalt, copper, iron, lead, manganese, nickel, selenium, silver, thallium, vanadium, and zinc. A list of test methods for required analytical parameters is shown in Table 3; a full list of the required parameters, along with their monitoring standards, is found in Appendix B. Total aromatic hydrocarbons (TAH) and total aqueous hydrocarbons (TAgH) are listed as monitored parameters in Appendix B but do not need to be sampled for directly, as those values can be calculated by sampling for VOCs and PAHs. Field sample parameters are shown in Table 4. Field sampling information will be entered into a field notebook or field forms during data collection. If a field notebook is used, instrument calibration and field measurements will be transferred onto a stream surface water sampling field data sheet (Appendix C) immediately following the event. TABLE 4 List of Required Field Sample Parameters Parameter EPA Methoda Water Level Measuring tape or sounder Total Depth Measuring tape or sounder DO Calibrated Field Meter Specific Conductance 120.1 Calibrated Field Meter Temperature 170.1 Calibrated Field Meter pH 150.1 Calibrated Field Meter Turbidity 180.1 Calibrated Field Meter TDS 160.1 Calibrated Field Meter Note: DO = dissolved oxygen 3.6 Non -Conformance Identification and Corrective Action If ADEC Solid Waste staff requests, KIB will resample for specific analytes that were above WQS after submittal of the analyte exceedance notice. If issues occur during shipping that causes samples to be out of hold time KIB will notify ADEC and if ADEC determined that resampling is needed KIB will schedule second sampling event. Section 4 Sampling Plan and Quality Assurance Program The purpose of the Sampling Plan and Quality Assurance (QA) Program for the sampling and analysis of waters is to provide procedures for field activities, sample collection, sample handling, and laboratory analysis that will produce scientifically valid and defensible data representative of actual water quality conditions. QA procedures apply to all water sampling. A step-by-step monitoring procedure sheet is Contract FY2026-03 PDF Page #61 of 161 provided as Appendix D. This form should be copied and taken into the field to verify the monitoring procedures. Surface water monitoring is conducted biannually, during the months of April and October at both surface well and surface water monitoring points. Drive -point piezometers have been permanently installed at the stream surface water sampling locations to provide long-term consistency in sampling locations. Surface well samples will be taken using a peristaltic pump with dedicated tubing; stream surface water samples will be collected as grab samples directly from the stream within 1 foot and upgradient of the piezometer. For each sampling event, all samples should be collected over the course of a single day unless other wise approved by ADEC. If requested and approved due to flight changes and short hold times, a 2-day sampling event may occur. Sampling days will be broken down based off type of samples. One day the surface water samples will be taken along with the leachate sample and the other day surface water wells will be sampled. Sampling will occur during two consecutive days. Once staff have been adequately trained and are able to perform the sampling event without supervision the two LTP staff can each be a lead to a team and one group can sample surface water while the other samples the surface wells. By allowing for two teams to participate in the sampling event, staff will have more time to collect and package the samples resulting in less errors due to the time constraint of when the samples need to be at the airport. 4.1 Pre -Sampling Activities Water quality samples will be collected by staff familiar with the Kodiak Island Borough Landfill Monitoring Plan and trained on the proper sampling techniques and quality control (QC) procedures. Copies of the specialized training and certification of the lead sampler during surface water monitoring events are provided in Appendix H; in addition, a memorandum documenting the observation of the October 2018 surface water event by a qualified environmental professional is included with the certification. Samples will be sent to an ADEC-approved or National Environmental Laboratory Accreditation Program (NELAP) -certified laboratory that is able to comply with the Department of Defense Quality Systems Manual for Environmental Laboratories, version 5.1. The assigned staff will perform the following tasks before beginning the sampling: Review this Sampling Plan before going into the field to verify that all field equipment and supplies are present to conduct the sampling activities Check equipment to make sure it is in working condition and calibrate instruments according to the manufacturers' instructions. • Make arrangements with the laboratory to obtain the correct type and number of sampling containers, labels, preservatives, decontamination supplies, and shipping containers. Sample bottles should include at least one extra set of bottles to provide contingency if bottles are broken, preservative leaks, or similar. Coordinate the transportation and delivery of samples with the laboratory personnel to meet holding times. BODS, in particular, has a very short hold time and samples should be obtained early enough in the day to allow for air transport to the laboratory. Contract FY2026-03 PDF Page #62 of 161 A list of sample bottle types and label worksheet is attached in Appendix E. Labels may need to be adjusted based on the selected analytical methods by the lab when there are multiple options for approved methods. • Begin documentation of all sampling activities on monitoring forms. Sample monitoring forms are attached in the appendices. 4.2 Sample Labeling Sample labels will be filled out at the time of sampling using waterproof ink and will be secured to the sample containers. The labels should be completed before filling the containers because they may get wet during filling, and the labels become difficult to mark once wet. Information on the labels will also be included in the field forms. Information will include the following: • Landfill name (KIB Landfill) • Sample location (e.g., L-1, SW-2, and similar) • Unique sample identifier • Analyses requested • Date and time of sample collection • Initials of person collecting the sample The unique sample identifier should be in the following format: • The first three letters will be the abbreviated month • The second two numbers will be the last two digits of the year • The last two or three units will be the sample location (without the dash) For example, a sample collected in October 2023 at sample location SW-2 would have the following sample identifier: OCT23SW2. Duplicate samples will end with A, trip blank samples will end with TB, and matrix spikes and matrix spike duplicates will end with MS and MSD respectively. For example, a duplicate surface well for the example above would be OCT23SWA and the MS/MSD examples would be OCT23SWMS and OCT23SWMSD. It is important to mark in the field forms which well or location the duplicate was collected from, because it will not be apparent from the sample name. It will be necessary to compare the duplicate with the correct sample when reviewing the data. The laboratory may not require a separate sample sample for the MSD. 4.3 Field Notes and Sample Records A small (3.25- by 4.75-inch) Rite in the Rain or other suitable field notebook can be used to record sample information in the field if needed. Because of wet conditions, it is recommended that the notebook be small, so it can be kept under a raincoat or in a plastic bag. An all-weather pen should be used to write in the notebook and on sample bottles. Ordinary pens usually will not write on wet paper or labels. A pencil may be used to write in the notebook if a pen will not work; however, the sample bottle label must be marked in ink. Field data should be transferred onto the field data summary sheets at the office if field conditions are too wet for recording information on forms in the field. Summary sheets are attached as Appendix C. Both field notes and summary sheets should be retained with laboratory data results for review. Contract FY2026-03 PDF Page #63 of 161 4.4 Sample Documentation • Sampling team personnel (name and company) and their designated responsibilities (e.g., team leader or assistant). • Site conditions, such as temperature, rain, surface water flows, and any other factors that could affect water quality. It is helpful to note whether it has been wet or dry before the sampling event. Pre -sampling conditions could affect water quality results. • Condition of monitoring well. Note if it was compromised in any way, or if any odor or sheen was present. • The make, model number, serial number, and calibration information for each meter used in the field (i.e., temperature, conductivity, pH, turbidity, DO, and all health and safety monitoring equipment). • Well sampling data (including flow rate, and water levels at the beginning and end of well sampling). • Field parameters (e.g., temperature, pH, specific conductance, turbidity, TDS, and DO). • Sampling data, including sample identification, analyses to be performed on each aliquot, and date and time samples were collected. • Where the field duplicates and MS/MSD were collected. • Miscellaneous observations of the well, surroundings, and equipment made during sampling. • Decontamination procedures and times when specific equipment was cleaned should be recorded in the field sampling logbook. 4.5 Calibration of Field Equipment Numerous commercially available meters exist for measuring field water quality parameters, such as pH, temperature, turbidity, and specific conductance. The following types of meters are used by KIB: • Hach HQ40d multimeter with the Intellical PHC101 field probe and the Intellical CDC 401 probes for pH and temperature. • Hach HQ40d multimeter with the Intellical CDC 401 probes forelectrical conductivity and TDS. The meter is a temperature compensating meter that corrects specific conductance values to 25 degrees Celsius (°C) • Solinst Model 101 electronic water -level depth sounder • Hach 2100Q Portable Turbidimeter (turbidity) • Hach HQ40d multimeter with the Intellical LDO101 field probe for DO measurements All field water quality parameter measuring equipment should be calibrated at the beginning of each day in the field. The pH probe may require periodic calibration after initial calibration if drift becomes a problem. If recalibration is required, it will be performed to manufacturer's specifications and will be recorded in the field notebook or data summary sheet. Calibrate the turbidity meter prior to each day of sampling using at least a two -point calibration method. Typical calibration standards used are less than (<) 0.1 nephelometric turbidity units (NTU) and 10 NTU. Contract FY2026-03 PDF Page #64 of 161 Some conductivity meters cannot be calibrated in the field. These meters should be field -checked to evaluate their accuracy. This is done by recording readings on standard solutions in the expected concentration range of the samples. Standard solutions may only be used prior to their expiration date. Calibration check results should be recorded in the field notes at the beginning of each sampling day at a minimum. Additional periodic calibration checks are recommended during sampling or throughout the day to check that each meter is operating as required and to help evaluate instrument drift. Test the functionality of the DO sensor periodically by placing it in an oxidation-reduction potential calibration solution that is within 10°C of the expected sample temperature. Verify the reading per the manufacturer's instructions. Field measurement equipment that is out of calibration and cannot be calibrated or that malfunctions during use should be removed from service and repaired by a qualified technician. The field meters and water -level depth sounder are powered by batteries that should be checked routinely to ensure that they are adequately charged. Some meters with rechargeable batteries have a battery check function for convenient determination of charge level. New batteries should be included with meters that use disposable batteries. 4.6 Decontamination of Sampling Equipment Disposable or dedicated tubing with a peristaltic pump will be used for all surface well sampling. Tubing may be secured inside the well for repeated use. Because the tubing is dedicated or disposable and the peristaltic pump mechanism does not contact the water during pumping, decontamination is not necessary. For stream sample locations, all sample fractions will be collected directly from the stream into their respective sample bottles; therefore, no decontamination will be required. A new pair of nitrile gloves should be worn before handling equipment at each sampling location. This procedure is necessary to prevent cross -contamination between wells. Meter probes that come in contact with sample water should be cleaned thoroughly by rinsing with a solution of Alconox and water followed by distilled water. The water level indicator probe and cable should be decontaminated between uses by spraying with a solution of Alconox and water followed by rinsing with distilled water. 4.7 Sampling Preservation and Containers Sample containers will be the type specified by the EPA for the particular test methods. Table 5 outlines the acceptable type and size of containers as well as the required preservative for each parameter. Only pre- cleaned/preserved containers are used for sampling. The laboratory will be responsible for providing the appropriate type and number of prepared sample containers based on the number and type of samples requested by the KIB. Sample preservatives should not be added to bottles in the field. Container sizes are for recommended minimum volumes. A list of sample bottle types and label worksheet is attached in Appendix E. This worksheet should be completed before sampling to help organize the bottles and assign a sample number to the containers. Contract FY2026-03 PDF Page #65 of 161 TABLE 5 Recommended Container Types, Preservation, and Maximum Holding Times. Volume needed can vary dependent on lab quaintly needed. Some bottles will be used for multiple tests. Parameter Container Type Preservation Holding Time (max) nitric acid Hardness plastic 180 days cool 4°C nitric acid Metals (Total)b plastic 180 days cool 4°C nitric acid Total calcium and magnesium plastic 180 days cool 4°C hydrocholoric acid VOCs glass vials 14 days cool 4°C hydrocholoric acid GRO glass vials 14 days cool 4°C hydrocholoric acid DRO amber glass 14 days cool 4°C hydrocholoric acid RRO amber glass 14 days cool 4°C PAHs amber glass cool 4°C 7 days sulfuric acid Ammonia-N amber glass 28 days cool 4°C BOD5 plastic cool 4°C 48 hours sulfuric acid Chemical Oxygen Demand amber glass 28 days cool 4°C Nitrate-N plastic cool 4°C 48 hours sulfuric acid Total Nitrate+Nitrite amber glass 28 days cool 4°C sulfuric acid Total Kjeldahl Nitrogen amber glass 28 days cool 4°C TDS plastic cool 4°C 7 days Contract FY2026-03 PDF Page #66 of 161 4.8 Sampling Holding Conditions Immediately following sampling, containers will be sealed and labeled, and sampling personnel will sign chain -of -custody (COC) forms. Leachate samples will be packaged separately from surface water and surface well samples. Samples will be placed in coolers with ice or "Blue Ice" or frozen gel packs. If ice is used, it should be double -packed in zip -lock bags. Alaska Airlines prefer not using ice because of potential leakage problems. They may refuse to ship coolers packed with ice. The drain holes in the coolers are usually plugged with silicone glue by the laboratory to prevent accidental leakage during shipping. All samples should be cooled and preserved as necessary for maintaining a 4°C temperature throughout delivery to the laboratory. Ship samples as soon as possible by a method capable of meeting the analytical holding times. It is preferable to have the samples analyzed as soon as possible. The analytical holding times listed in Section 4.7, Sample Preservatives and Containers, are maximum limits, not to be exceeded. 4.9 Quality Assurance Samples Four types of samples will routinely be analyzed as part of the CIA program: 1. Field duplicates 2. Trip blanks 3. MS/MSD samples 4. Temperature blanks Field duplicate samples are independent samples collected as close as possible to the same location and time as the regular sample. Duplicate samples are taken from the same source, stored in separate containers, and analyzed independently. They are used for documenting the precision (variability) of the sampling and analytical process. Field duplicates will be given different sample numbers than the original samples so that the laboratory is unaware that the samples should provide similar results. The results of the field duplicates will be used to calculate a precision value for field sampling QC. One field duplicate sample will be taken at leachate sampling point L-1 and one of the surface well locations. The more conservative of the primary and duplicate field sample results shall be used for compliance consideration, as follows: 1. Should multiple results be produced for a chemical from a single sample analyzed under multiple methods, the most definitive method or most conservative result shall be used (as determined by the project chemist). 2. Should multiple results be reported for a chemical from a single sample location (i.e., primary and duplicates) under the same method, the highest detected value shall be used for a compliance location, and the lowest detected value shall be used for a background location. 3. If results for a chemical from a single sample location are reported as non -detect by multiple methods or analysis, the undetected result with the lowest DL shall be used. Trip blank samples are typically analyzed to evaluate cross -contamination of VOCs. A trip blank sample will be prepared by the laboratory for VOCs and will accompany the sample bottles throughout the sampling event, including shipping to and from the laboratory. Every cooler containing VOCs will include a trip blank. Trip blanks will be analyzed for VOCs and GRO only. Contract FY2026-03 PDF Page #67 of 161 MS/MSD samples are duplicate samples collected in the field that are spiked with a known quantity of target analytes in the laboratory before sample extraction/digestion and analysis. The purpose of these samples is to determine if the existing sample matrix interferes with the accuracy of the analysis method. These data are also used to determine accuracy by calculation percent recovery and precision from the calculation of relative percent difference (RPD). An MS/MSD sample will be collected from one surface water sample location for each sampling batch. The laboratory will specify the number of containers needed for adequate MS/MSD sampling. Commonly, all samples are taken in triplicate at MS/MSD sites. Inform the laboratory of MS/MSD analysis and equipment blank samples so that they will provide additional sample containers. Equipment blank samples are a fourth type of CIA sample that may be collected and analyzed if it is suspected that sampling equipment could be affecting the samples. These blanks are prepared in the laboratory like the other sample containers but are filled in the field with Type II reagent grade water that has been in contact with non -dedicated sampling equipment, such as measuring tapes and bailers. Do not collect equipment blanks unless there is an indication that contamination could be resulting from sampling equipment. A temperature blank is typically a small bottle (% pint or 200 mL) filled with clean water. The purpose of a temperature blank is to provide a fair representation of sample temperature upon laboratory receipt. A temperature blank will be included with every sample cooler. The analytical results from the blanks will not be used to correct water quality data values. If contaminants are found in the blanks, the source of the contamination should be identified, and the information should be included in the monitoring report summary. An effort to eliminate the source of the contamination should be implemented to prevent future contamination problems. 4.10 Surface Well Sampling Record relevant observations about the exterior and condition of the well before sampling. Typical items to check include the well casing, lock (if present) and cap, identification number, and any signs of damage or tampering. Observations should be made and recorded before sampling. It may be beneficial to take pictures to document special items of interest or concern. The static water level and total well depth should be measured before sampling. Measure water depths with a measuring tape with an electronic alarm that sounds when water is reached. For consistency, the water depths should be measured from the same point on the well top of casing that has been marked. Take care to decontaminate the measuring device before use in the well by spraying the measuring device with Alconox or Liquinox and rinsing with distilled or deionized water before use. Field parameters should be measured before collecting the samples. For low -recharge wells like the surface wells at the KIB Landfill, sampling personnel need not wait for stabilization of the field parameters prior to sampling. Contract FY2026-03 PDF Page #68 of 161 A new pair of nitrile gloves should be worn before handling anything that will enter the well. This procedure is necessary to avoid contamination of the well. Safety glasses can also be worn to protect the sampler from splash hazards. Sample containers should be closed and certified clean by the contract laboratory. Because some containers may contain a small amount of preservative, such as acid added by the laboratory, take care when opening the containers to avoid spilling the preservative. Samples should be collected using a peristaltic pump and disposable or dedicated tubing. When the sample is pumped from the well, it should receive as little aeration and agitation as possible to avoid loss of volatiles and stirring up sediments. The pump tubing must remain filled with water to avoid aeration of the surface water. Sample bottles for VOCs must be filled to form a convex meniscus, but not overfilled, so the bottles are completely full when capped. No air bubbles are permitted in VOC samples. All samples, including VOCs, should not be overfilled because many will contain an acid preservative that could be flushed out and diluted if overfilled. Samples containing excessive sediment should be noted in the field notebook or sample report form because particulates may result in an overestimate of the actual concentration of dissolved metals. EPA regulations prohibit filtering, however. Only total metals results should be reported. Collect a duplicate sample at one of the surface well sample locations. Record the location of the duplicate sample in the field notebook. Surface well sampling field data sheets are attached in Appendix C. Sample bottles should be filled in order of decreasing volatility of the constituents being analyzed. The order in which sample bottles should be filled is as follows: 1. VOCs 2. GRO 3. DRO 4. RRO 5. PAHs 6. Total Metals 7. TDS 8. Ammonia-N, Nitrate-N, and total nitrate nitrite 9. BODS 4.11 Stream Surface Water Sampling The sample collector should verify that samples are collected at the correct stream surface water monitoring locations. An orange Carsonite post marks the location of sampling locations. These posts should be clearly labeled or replaced if necessary. If the location has changed from the previous monitoring event or if the location cannot be accurately determined, identify the new monitoring location and note it in the field sampling notebook. Site conditions should also be noted in the field sampling notebook or form. It may be helpful to photograph the monitoring location periodically to document site conditions. Contract FY2026-03 PDF Page #69 of 161 Collect stream surface water samples adjacent to the drive -point piezometers permanently installed at the sampling locations. As of October 2018, sample collection for stream sample locations are collected by grab sampling from the stream surface upgradient and within 1 foot of the piezometers (now used as an in -stream marker to provide a consistent sample location). Prior to sampling, water quality parameters should be collected by holding the probes in the stream flow at the sample location for a minimum of 2 minutes or until the meter indicates the instrument has adjusted and the reading has stabilized. The sample will be collected directly from the sampling location in the stream. Bottles should be lowered slowly and gently into the water to avoid (1) aerating the samples and (2) losing any preservative as a result of overfilling. For the preserved 40-mL vials for volatile organic analysis, particular care must be taken to completely fill the vials without loss of preservative; see Appendix D for additional instructions. Samples will not be field filtered. To avoid contamination, a new pair of nitrile gloves should be worn at each sampling location. Safety glasses can be worn to protect the sampler from splash hazards. Sample bottles should be filled in order of decreasing volatility of the constituents being analyzed. The order in which sample bottles should be filled is the same order outlined in Section 4.10 for surface well sampling. 4.12 Leachate Sampling Leachate sample L-1 will be collected from Manhole C. Manhole C is a confined space and should not be entered without a permit and proper equipment. Accumulated gases in the manhole may be toxic or explosive. Gas monitoring prior to leachate sampling from Manhole C is strongly recommended. Caution will be exercised when sampling this location. Wear protective gloves to avoid leachate contact with your skin. The sample will be collected by lowering a bucket attached to a rope into the leachate. Aeration should be avoided as much as possible during collection of the sample. A glass measuring cup may be used to transfer a sample from the bucket into sample containers. The cup should be rinsed several times with the leachate before taking field measurements or pouring into sample bottles. Rinse water should be dumped back into the manhole. Any pertinent site conditions that could affect water quality should be noted in the field book. For example, note if the treatment system is operating, flow conditions, weather, and other conditions affecting the system. A duplicate sample will be collected at L-1. 4.13 Sample Chain of Custody The management of samples collected in the field must follow specific procedures to ensure sample integrity. The possession of samples must be traceable from the time they are collected through the time they are analyzed by the laboratory. COC forms are provided by the laboratory for this purpose. Custody of a sample is defined by the following criteria: The sample is in a person's view while in his or her possession. Contract FY2026-03 PDF Page #70 of 161 • Any sample is in a person's possession but not in view and is locked up and custody -sealed or transferred to a designated secure area. Each time the samples change hands, both the sender and receiver will sign and date the COC form. A sample COC form is included in Appendix F. When a sample shipment is sent to the laboratory, the top signature copy is enclosed in plastic and secured to the inside of the lid of the cooler used to ship the samples. The second copy of the COC form must be retained with the sampling records. A COC record must be completed for each shipping container (cooler). The information on the form must be consistent with the sample identification matrix and labels of bottles contained within the cooler. The following information is to be included on the COC form: • Sample number • Signature of sampler • Date and time of collection • Place of collection • Type of sample • Sample identification number • Analysis • Inclusive dates of possession • Signature of receiver In addition to the labels, seals, and COC form, other components of sample tracking include the field data sheets, sample shipment receipt, and laboratory logbook. 4.14 Sample Packing Before packaging samples, the exterior of each sample bottle should be checked to ensure it is clean and that the sample identification number is legible. Due to short hold times and long shipping durations surface water and surface well samples with short hold times (BOD and nitrate) will be placed in one cooler with proper identification stickers to make the lab aware which samples need to be handled first. When shipping samples, the sample shipping containers should be constructed and packed to meet the following requirements: • There will be no release of materials to the environment. • Inner containers that are breakable (glass bottles) must be packaged to prevent breakage and leakage as described below. Packaged samples must be capable of withstanding a 4-foot drop on solid concrete in the position most likely to cause damage. The cushioning and absorbent material must not be reactive with the sample contents. • Leachate samples must be packed in coolers separate from all surface water and surface well samples. Contract FY2026-03 PDF Page #71 of 161 Only waterproof ice chests and coolers are acceptable shipping containers. Coolers are often provided by the contract laboratory. After documentation. samples should be handled as follows: • Seal drain plug in cooler with silicone glue if drain is not already sealed. • Place bubble wrap or cardboard material in bottom. • Place the heaviest bottles on the bottom of the cooler. All containers should be in an upright position. • Wrap glass bottles with bubble wrap, seal the wrapped glass bottles in zip -lock plastic bags, and place in cooler. If bubble wrap is not available, place the containers in resealable plastic bags and set in cardboard holders that have been set up inside the cooler. Place the 40-mL glass vials in the protective holders they arrived in from the laboratory. • Include a trip blank in every cooler containing VOCs. • Fill space between bottles with packing material. • Place the cooler temperature blank provided by the laboratory in the cooler. The temperature blank serves to provide a more accurate gauge of sample temperature than taking cooler air temperature, which changes more readily. • Add Blue Ice, gel packs, or double -bagged ice as necessary to maintain an internal cooler temperature of 4°C or lower. • Place the COC form(s) in a plastic zip -lock bag and tape to the inside of cooler lid. • Attach COC seals at both the front and back of container so that the seals must be broken if the cooler is opened. • Place name and address of receiving laboratory in a position clearly visible on the outside of the cooler. • Secure the lid and custody seals with tape. If samples are to be hand -delivered to the laboratory, the following sample packing protocol should be fnl In\A10d • Wipe the outside of any wet sample bottles with paper towels wetted with distilled or deionized water. • Pack the cooler(s) to minimize movement during transport. All glass bottles must be packed vertically. • Add Blue Ice, gel packs, or double -bagged ice as necessary to maintain an internal cooler temperature of WC or lower. • Place the cooler temperature blank provided by the laboratory in the cooler. 4.15 Sample Shipment Samples should be shipped via overnight courier to the contract laboratory for analysis. All air bills will be kept on file as part of documentation, and the laboratory will be informed by phone that samples are being shipped each day during sampling. The laboratory will be called on the following day to confirm the number and condition of the samples received. Any samples going to a local laboratory on the island will be delivered Contract FY2026-03 PDF Page #72 of 161 in person. The shipment of preserved environmental samples is not regulated, provided the amount of preservative used by the analytical laboratory does not exceed the amounts found in 40 CFR 136.3 or the most recent version of the EPA Region 4 Analytical Support Branch Laboratory Operations and Quality Assurance Manual. Should sample or sample fractions be damaged (e.g., frozen, broken, over temperature, or similar) KIB will make every effort to resample those fractions as quickly as possible to provide complete analytical results for that event. 4.16 Laboratory Quality Assurance Samples must be analyzed at a laboratory that is certified by ADEC or an approved NELAP certified laboratory. Approved laboratories have established that they have the ability to implement a quality control program in accordance with the appropriate federal or state regulations or statutes. Analysis is expected to be completed within 30 days of receipt of samples. 4.16.1 Analytical Methods and Detection Limits A laboratory -specific scope of work that includes requirements for limits of detection (LOD), limits of quantitation (LOQ), and DLs as well as precision and accuracy will be developed for current and future laboratories. The EPA reference manual EPA SW-846 and EPA-600/4-79-020 will be followed, and verification will occur to ensure standard DLs for the parameters analyzed are met. Laboratory limits will be provided as monitoring plan addendums, as necessary. 4.16.2 Quality Control Checks Laboratory QA will include protocols and procedural checks, including the use of the following: • Tune information (gas chromatography/mass spectroscopy only) • Instrument calibration curve • Calibration check standard • Method blanks • Instrument blanks • Laboratory control sample (LCS) and laboratory control sample duplicates (LCSD) • Surrogate spikes (organics only) • MS/MSDs • Laboratory duplicates • Standard additions (metals only) • Internal standards Details of laboratory QA/QC procedures are described in the laboratory procurement documents. The QA/QC procedures will provide measures to evaluate the quality and reproducibility of the analytical data. 4.16.3 Sample Custody Samples will remain in the custody of sampling personnel until delivery to the laboratory for analysis. Ship samples under chain of custody to the laboratory. The laboratory will check to ensure that the custody seal is Contract FY2026-03 PDF Page #73 of 161 not broken when received. Once the shipment is received, the laboratory will maintain custody over the samples and sign custody forms. Section S Data Evaluation, Validation and Reporting Proper evaluation of the analytical data for water quality is necessary to interpret the meaning of the information. Data review should be conducted by the project chemist in context with the following: • A review of sampling procedures and field conditions, and analytic procedures and methods • A review of sample locations and factors that could affect sample results at the locations • A review of site conditions at the time of sampling that could affect samples • A review of laboratory instrumentation and data QC checks • A statistical or graphical analysis of current and historic data 5.1 Data Quality Data quality will be evaluated based on precision, accuracy, representativeness, completeness, comparability and sensitivity (PARCCS). 5.1.1 Precision Precision is a measure of reproducibility of analytical results. It can be defined as the degree of mutual agreement among individual measurements obtained under similar conditions. Total precision is a function of the variability associated with both sampling and analysis. Precision will be evaluated as the RPD between field duplicate sample results, LCS/LCSD results, or between the MS/MSD results. 5.1.2 Accuracy Accuracy is the degree of agreement between a measured value and the "true" or expected value. As such, it represents an estimate of total error from a single measurement, including both systematic error, or "bias," and random error that may reflect variability due to imprecision. Accuracy is evaluated in terms of percent recoveries determined from results of MS/MSD and LCS/LCSD analyses. Surrogate recoveries from samples analyzed for organic parameters are also used to assess accuracy. 5.1.3 Representativeness Representativeness is a qualitative term which refers to the degree in which data accurately and precisely depict the characteristics of a population, whether referring to the distribution of contaminant within a sample, a sample within a matrix, or the distribution of a contaminant at a site. Representativeness is determined by appropriate program design, with consideration of elements such as proper well locations, drilling and installation procedures, and sampling locations. Objectives for representativeness are defined for each sampling and analysis task and are a function of the investigative objectives. Assessment of representativeness shall be achieved through use of the standard field, sampling, and analytical procedures. Contract FY2026-03 PDF Page #74 of 161 5.1.4 Completeness Completeness is a measure of the amount of valid data obtained compared with the amount that was expected to be obtained under correct, normal conditions. Valid data are data which are usable in the context of the project goals. Completeness is calculated and reported for each method, matrix, and analyte combination. The number of valid results divided by the number of possible individual analyte results, expressed as a percentage, determines the completeness of the data set. For completeness requirements, valid results are all results not qualified with an R-flag after a usability assessment has been performed. The completeness goal for this project is 90 percent. 5.1.5 Comparability Comparability is a qualitative indicator of the confidence with which one data set can be compared to another data set. The objective for this QA/QC program is to produce data with the greatest possible degree of comparability. The number of matrices that are sampled and the range of field conditions encountered are considered in determining comparability. Comparability is achieved by using standard methods for sampling and analysis, reporting data in standard units, normalizing results to standard conditions, and using standard and comprehensive reporting formats. Complete field documentation using standardized data collection forms shall support the assessment of comparability. Historical comparability shall be achieved through consistent use of methods and documentation procedures throughout the project. Assessment of comparability is primarily subjective, and results should be interpreted by experienced environmental professionals with a clear knowledge of the program objectives and project decisions. Assessment should include a discussion of the level of uncertainty associated with the comparability of the specific data set and the potential consequences of using non- comparable data. 5.1.6 Sensitivity Sensitivity is the ability of an analytical method or instrument to discriminate between measurement responses representing different concentrations. It is important to be able to detect the target analytes at the levels of interest. Sensitivity requirements include the establishment of various limits such as calibration requirements, LOD, LOQ, and DLs. Data will be discussed relative to established limits. These limits are defined as follows: DL - The smallest analyte concentration that can be demonstrated to be different from zero or a blank concentration with 99 percent confidence. At the DL, the false positive rate (Type I error) is 1 percent. A DL may be used as the lowest concentration for reliably reporting a detection of a specific analyte in a specific matrix with a specific method with 99 percent confidence. LOD* - The smallest concentration of a substance that must be present in a sample in order to be detected at the DL with 99 percent confidence. At the LOD, the false negative rate (Type II error) is 1 percent. A LOD may be used as the lowest concentration for reliably reporting a non -detect of a specific analyte in a specific matrix with a specific method at 99 percent confidence. LOW - The smallest concentration that produces a quantitative result with known and recorded precision and bias. * LOD and LOQ definitions are from the Department of Defense (DOD) Department of Energy (DOE) Consolidated Quality Systems Manual (QSM) for Environmental Laboratories, version 5.1.1 (DOD and DOE, 2018). Contract FY2026-03 PDF Page #75 of 161 5.2 Data Validation Reported data must be reviewed and validated against the acceptable quality of field and laboratory data for the project. Any issues with quality sampling and analysis must be addressed immediately so that methods can be modified to ensure that data quality objectives are being met. Validation of data is the first step in assurance of data quality. Reported data must be checked to be the right type, quality, and quantity to support conclusions made about the surface water. It is also necessary to provide reasons for sampling and analysis anomalies, and the effect that these anomalies have on the overall value of the data. Personnel involved in the data validation function will be independent of any data generation effort. Data validation will be carried out when the data packages are received from the laboratory; it will be performed on an analytical batch basis using the summary results of laboratory quality control, as well as those of the associated field samples. Data validation will include the following steps: 1. A review of the data set narrative to identify any issues that the lab reported in the data deliverable 2. A check of sample integrity (sample collection, preservation, and holding times) 3. An evaluation of basic QC measurements used to assess the accuracy, precision and representativeness of data including QC blanks, LCS/LCSD, MS/MSD, surrogate recovery when applicable, and field or laboratory duplicate results 4. A review of sample results, target compound lists, and detection limits to verify that project analytical requirements are met 5. Initiation of corrective actions, as necessary, based on the data review findings 6. Verification that hardcopy results match electronic deliverable results 7. Qualification of the data using appropriate qualifier flags, as necessary, to reflect data usability limitations 8. Other method specific QC requirements Data that do not meet the CIA measurement criteria of precision, accuracy, representativeness, completeness, comparability, and sensitivity will not be used, or if used, the problems with the data will be clearly defined, flagged appropriately, and data use clearly delimited and justified. Any actions taken to correct QA/QC problems in sampling, sample handling, and analysis must be noted. Project staff will document any QA/QC problems and QA/QC corrective actions taken. Data usability may be impacted if QA measurement criteria are not met. The data review process will be patterned after the USEPA Contract Laboratory National Functional Guidelines for Superfund Organic Methods Data Review (EPA, 2014) and National Functional Guidelines for Inorganic Superfund Data Review (EPA, 2010). The flagging criteria in Table 6 will be used; qualifier flags are defined in Table 7. Qualifier flags, if required, will be applied to the sample results in monitoring report text and tables. If multiple flags are required for a result, the most severe flag will be applied to the result. The hierarchy of flags from the most severe to the least severe will be as follows: R, U, UJ, and J. Data with "R" flags will not be used in evaluation of landfill surface water conditions but may be provided for informational purposes. Results with U, UJ, and J will be considered usable for evaluation purposes. Contract FY2026-03 PDF Page #76 of 161 TABLE 6 General Data Qualifying Conventions QC Requirement Criteria Flag Flag Applied to Holding time Time exceeded for extraction or analysis 1 for positive results; All analytes in sample U1 for nondetects Time exceeded for extraction or analysis J for positive results; All analytes in sample by more than twice the maximum R for nondetects allowable holding time Sample preservation Sample not preserved; however, if 1 for positive results; All analytes in sample sample preservation was not done in the U1 for nondetects field but was performed at the laboratory upon sample receipt, no flagging is required (excludes VOCs) Temperature out of control J for positive results; R All analytes in sample or U1 for nondetects Sample integrity Bubbles in VOA vial > 1/4 inch used for J for positive results; Sample (SW8260) analysis UJ for nondetects Instrument tuning Ion abundance method -specific criteria R for all results All associated samples in analytical batch not met Initial calibration All analytes must be within method- J for positive results; All associated samples in analytical batch specified criteria R for nondetects Second source check All analytes must be within method- J for positive results; All associated samples in analytical batch or continuing specified criteria UJ for nondetects calibration R for all nondetects greater than twice the control criteria Low-level calibration All analytes must be within 50% of High bias: J for All associated samples in analytical batch check expected value positive results Low bias: 1 for positive results; UJ for nondetects R for all nondetects greater than twice the control criteria Interference check All analytes must be within 20% of High bias: J for All associated samples in analytical batch sample expected value positive results Low bias: 1 for positive results; UJ for nondetects R for all nondetects greater than twice the control criteria LCS %R > UCL J for positive results The specific analyte(s) in all samples in associated analytical batch %R < LCL J for positive results; UJ for nondetects %R < LCL and <10% J for positive results; R for nondetects Internal standards Area > UCL J for positive results; Sample UJ for nondetects Area < LCL J for positive results Contract FY2026-03 PDF Page #77 of 161 QC Requirement Criteria Flag Flag Applied to Blanks (method, Analyte(s) detected (use the blank U for positive All samples in preparation, field or equipment, ambient, of the highest concentration) sample results analytical batch, whichever applies refrigerator, 0 5 times highest instrument or trip) blank concentration (10 times for common lab contaminants) Field duplicates RPD > CL and field duplicates > RL or J for positive results The specific analyte(s) in the field One field duplicate > RL one ND UJ for nondetects duplicate pair Note: No flagging is required for RPDs based on both concentrations less than the RL MS/MSD MS or MSD %R > UCL J for positive results The specific analyte(s) in parent sample. MS or MSD %R < LCL J for positive results; UJ for nondetects MS or MSD %R < LCL and <10% J for positive results; UJ for nondetects MS/MSD RPD > CL J for positive results; Sample concentration > 4 times No flag required spike concentration; excessive dilution Post -digestion spike All analytes must be within 25% of High bias: J for The specific analyte(s) in parent sample expected value positive results Low bias: 1 for positive results; UJ for nondetects Serial dilutions All analytes must be within 10% of If Post Spike not The specific analyte(s) in parent sample expected value analyzed; J for positive results Confirmation RPD between primary and J for positive results Sample confirmation results > 40% Retention time Analyte outsdie established window R for all results Sample window Notes: > = greater than MSD = matrix spike duplicate %R = percent recovery ND = not detected Area = peak area of analyte on spectrograph RL= reporting limit CL = control limit RPD = relative percent difference LCL = lower confidence limit UCL = upper confidence limit LCS = laboratory control sample VOA = volatile organic analysis MS= matrix spike Contract FY2026-03 PDF Page #78 of 161 TABLE 7 Qualifier Flag Definitions 1 Analyte was present but reported value may not be accurate or precise. R This result has been rejected. U This analyte was analyzed for but not detected at the specified detection limit. U1 The analyte was not detected above the detection limit objective. However, the reported detection limit is approximate and may or may not represent the actual limit of cluantitation necessary to accurately and precisely measure the analyte in the sample *Historical ND data was reported using RL, while newer data reported the ND at the LOD. A footnote will be added to the Surface Water Monitoring Report to identify which limit was/is used. 5.3 Data Evaluation The required evaluation of surface water quality data is as follows:' 1. If a WQS exists for a parameter and the detected parameter concentration is below that standard, then the result will be reported to ADEC with no further action regarding that parameter. 2. If no WQS exists for a parameter and the parameter is not detected above the laboratory DL, then the result will be reported to ADEC with no further action regarding that parameter. 3. If a parameter is detected above the laboratory DL when no WQS exists and has been detected an additional three or more times (minimum of four total detections), trend evaluation (of the complete historical data set for that chemical) will be required to determine if additional evaluation or action should be considered. 4. If a WQS exists for a parameter and the detected level of the parameter is above the WQS, then the results above WQS will be reported to ADEC by email within 14 days of KIB receiving the data (followed by a hard -copy letter by mail). Whether action is required to mitigate for any chemical detected above the WQS will be determined in consultation with ADEC. Trend analysis will be conducted for all chemicals detected above the WQS during the reporting effort. For metals that are reasonably expected to occur naturally at concentrations above the WQS, further action will be considered (following consultation with ADEC) if an increasing trend is identified. If no trend or a decreasing trend is indicated for metals believed to be naturally occurring, no further action will be required. 3 Email from Lori Aldrich/ADEC to Mike Patterson/KIB on July 24, 2012. Amended by letter from Kym Bronson/ADEC to Woody Koning/KIB April 5, 2013. 5.4 Trend Analysis 5.4.1 Mann -Kendall Statistical Analysis Trend analysis will be conducted using the Mann -Kendall nonparametric test (Gilbert, 1987). The Mann - Kendall statistic measures the trend in the data. The test is designed for analyzing a single groundwater constituent; multiple constituents are analyzed separately. Positive values indicate an increase in constituent concentrations over time, whereas negative values indicate a decrease in constituent concentrations over time. The confidence in the trend for the Mann -Kendall statistic is calculated using a Kendall probability table for sample sizes less than 15 (Hollander and Wolfe, 1973). For sample sizes greater than 15, the normal approximation is used. Confidence of 90 percent represents a significance level of 0.1, and 95 percent confidence corresponds to 0.05, and so on. For the KIB landfill, trend analysis will be reported using a 95 percent confidence (or greater) result to positively identify an increasing or decreasing trend. Contract FY2026-03 PDF Page #79 of 161 The Mann -Kendall test can be run with a minimum of four observations (samples), does not require any assumptions as to the statistical distribution of the data (e.g., normal, lognormal, or similar), and can be used with data sets that include irregular sampling intervals and missing data. Because the test compares the relative magnitudes of sample data rather than the data values, it is also resistant to the presence of outliers (therefore, no outlier tests are necessary). For the purposes of trend analysis, non -detect results will be assigned a value that is one-half the value of the lowest detection in the historical dataset. This strategy is used because the test compares the relative magnitudes of sample data rather than the data values. Analytical data reported at less than the reporting or detection limit (nondetects) can therefore be used by assigning them a common value that is smaller than the smallest measured value in the dataset (EPA, 2009). An underlying assumption in the Mann -Kendall test is that the data are not serially correlated. A positive serial correlation increases the likelihood of rejecting the null hypothesis (e.g., that there is not a trend when one is indicated, which is a 5 percent possibility) when it might be true (the probability of type 1 error becomes larger than what the attained significance level indicates). To determine whether data are serially correlated, a standard time series analysis method is normally applied if sufficient data are available (sample size >20). Alternatively, temporal independence can be determined by the Rank von Neumann (EPA, 2009). 5.4.2 Data Selection for Trend Analysis Data used in trend analysis, including duplicate results and non -detect values, will be handled according to ADEC's Guidelines for Data Reporting (ADEC, 2022e). This includes the following data selection criteria: 1. All historical data for each sampling will be considered for the statistical evaluation, including all flagged data, with the exception of "R" flagged (rejected) data. 2. Should multiple results be produced for a chemical from a single sample analyzed under multiple methods, report the highest detected value unless determined otherwise by the project chemist for example the most definitive method result would be used. 3. Should multiple results be reported for a chemical from a single sample location (i.e. primary and duplicates) under the same method, the highest detected value shall be used for a compliance location, and the lowest detected value shall be used for a background location. 4. If results for a chemical from a single sample location are reported as non -detect by multiple methods or analysis, the undetected result with the lowest DL, LoQ or LoD shall be used. Results of trend analysis will be summarized in biannual monitoring reports subsequent to each event. An increasing trend may indicate an impact on surface water quality by the landfill; if an increasing trend is identified, further evaluation of the potential source of the parameter at that location and consultation with ADEC will be undertaken to identify possible actions. Actions may include updates to the monitoring schedule or analytical requirements, additional monitoring locations, or mitigation measures. 5.5 Data Management Current and historical field and analytical data will be compiled and maintained in a Microsoft Access Database and SQL data warehouse by KIB for use in statistical analysis and reporting efforts. Future Contract FY2026-03 PDF Page #80 of 161 Kodiak Island Borough Surface Water Monitoring Plan Revised 2023 monitoring data will be added to the database after each event. A comprehensive Microsoft Excel summary table including results, data flags, DLs, LODs, and LO4s will be provided with all future monitoring plan updates and monitoring reports. A data table including historical results through October 2017 is included with this monitoring plan as Appendix I. 5.6 Reporting and Record Keeping The KIB will submit electronically a summary monitoring report (in .pdf format) and water quality data to the Anchorage office of ADEC biannually, following the seasonal monitoring. Any exceedances of water quality standards shall be reported to ADEC by email within 14 days of KIB receiving the analytical data from the laboratory. The monitoring report will follow the Surface Water Monitoring Report Format produced by the Solid Waste Program and published on the department website. An electronic version of all historic data in Microsoft Excel shall be submitted to ADEC in addition to the most recent sampling results. Monitoring reports shall be submitted to ADEC within 90 days of the monitoring event, and will include data from the initial and any resampling events electronically. If requested KIB will submit a paper copy to the address as follows: Alaska Department of Environmental Conservation Environmental Health —Solid Waste Management Program 555 Cordova Street Anchorage, AK 99501 (907) 269-7626 Any comments received will be addressed within 30 days of receipt. Comments and responses can often be clarified and resolved through phone calls and email; however, if necessary, a comment resolution meeting may be scheduled to expedite reaching consensus. After comment responses have been received from ADEC, a final report will be generated within 14 days. Final surface water monitoring reports and data will be retained electronically by KIB. Surface water monitoring data will be added into a database of monitoring results to date. Reports and the comprehensive database will be retained for the life of the facility and post -closure period. Contract FY2026-03 PDF Page #81 of 161 Section 6 References Alaska Department of Environmental Conservation (ADEC). 2020. Alaska Pollutant Discharge Elimination System Multi -Sector General Permit for Storm Water Discharges Associated with Industrial Activity (Permit Number AKR060000). Effective April 1. Alaska Department of Environmental Conservation (ADEC). 2022a. 18 AAC 60 Solid Waste Management. Amended February 25. Alaska Department of Environmental Conservation (ADEC). 2022b. 18 AAC 70 Water Quality Standards. Amended November 13. Alaska Department of Environmental Conservation (ADEC). 2022c. Alaska Water Quality Criteria Manual for Toxic and Other Deleterious Organic and Inorganic Substances. December. http://dec.alaska.gov/water/wqsar/wqs/index.htm Alaska Department of Environmental Conservation (ADEC). 2022d. Field Sampling Guidance For Contaminated Sites and Leaking Underground Storage Tank Sites. January. Replaced with Alaska Department of Environmental Conservation (ADEC). 2022e. Guidelines for Data Reporting. Technical Memorandum — 22-001. August 15, 2022. Alaska Department of Environmental Conservation (ADEC). 2022f. Quality Assurance Project Plan (QAPP Review Checklist. February. Alaska Department of Environmental Conservation (ADEC). 2022g. Technical Memorandum, Surface Water Monitoring at Landfills. September. Alaska Department of Environmental Conservation (ADEC). 2022h. Technical Memorandum, Surface Water Standards Table. February. Alaska Department of Environmental Conservation (ADEC). 2023. 18 AAC 75 Oil and Other Hazardous Substances Pollution Control. As Amended through February. Gilbert, Richard. 1987. Statistical Methods for Environmental Pollution Monitoring. New York: Van Nostrand Reinhold Co. York. Golder Associates and Arctic Engineers, Inc. 1984. Geotechnical and Hydrological Investigations at the Kodiak Island Borough Landfill. Hollander, Myles and Douglas A. Wolfe. 1987. Nonparametric Statistical Methods. U.S. Department of Defense (DOD) and U.S. Department of Energy (DOE). 2018. Department of Defense (DOD) and Department of Energy (DOE) Consolidated Quality Systems Manual (QSM) for Environmental Laboratories. Version 5.1.1. February. https://www.denix.osd.miI/edqw/documents/documents/qsm- version-5-1-1-final/ U.S. Environmental Protection Agency (EPA). 1983. Methods for Chemical Analysis of Water and Wastes. EPA-600/4-79-020. Current edition, as amended. https://www.wbdg.org/FFC/EPA/EPACRIT/epa600 4 79 020.pdf Contract FY2026-03 PDF Page #82 of 161 U.S. Environmental Protection Agency (EPA). 2003.40 Code of Federal Regulations chapter 143 National Secondary Drinking Water Regulations. July 1. U.S. Environmental Protection Agency (EPA). 2009. Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities. March. U.S. Environmental Protection Agency (EPA). 2010. National Functional Guidelines for Inorganic Superfund Data Review. U.S. Environmental Protection Agency (EPA). 2014. Contract Laboratory National Functional Guidelines for Superfund Organic Methods Data Review. EPA-540-R-014-002. U.S. Environmental Protection Agency (EPA). 2017. Low Stress (Low Flow) Purging and Sampling Procedure for the Collection of Groundwater Samples from Monitoring Wells. EQASOP-GW4. July 30, 1996, revised September 19, 2017. https://www.ePa.gov/sites/production/files/2017- 10/documents/egasop-gw4.pdf U.S. Environmental Protection Agency (EPA). 2018. Test Methods for Evaluating Solid Waste, Physical/Chemical Methods. EPA SW-846. Current edition, as amended. https://www.epa.gov/hw- sw846. Contract FY2026-03 PDF Page #83 of 161 Appendices Contract FY2026-03 PDF Page #84 of 161 A Geotechnical and Hydrological Investigations at the Kodiak Island Borough Landfill Contract FY2026-03 PDF Page #85 of 161 Distribution: 1 copy - 4 copies - 1 copy - DRAFT REPORT GEOTECHNICAL AND HYDROLOGICAL INVESTIGATIONS AT THE KODIAK ISLAND BOROUGH LANDFILL Prepared for Kodiak Island Borough Kodiak, Alaska Prepared by Arctic Engineers and Golder Associates Arctic Engineers, Inc. Anchorage, Alaska Kodiak Island Borough Anchorage, Alaska Golder Associates Anchorage, Alaska 843-5046 November, 1984 Contract FY2026-03 PDF Page #86 of 161 m AEI MW FROM WELL AT NORTH MW® BMW END OF SWAMP______4�g)AEI 7 AEI NCTION Oa� DRAINAGE FROM pa? � TP SWAMP 3 LANDFILL to / 08®M W". �"' r O4 AEI J TP TP® /'/ E 0 G E O F F I L L 8 ©TP PONDS r TP M W (m ©TP j AEI r R E HE—...�C �^ 3 Q L U D- AEI AEI HOUSE. ANKMENT TP I T P02 TP® 21 AEI Q2 m MW !-... ...1 ... MONASHKA BAY ROAD —� OAEI I 0AEI - SURFACE WATER SAMPLING E, _ ❑MW- GROUND WATER SAMPLING 4-f P14 OTP_ TEST PIT LOCATIONS �r J =DR- STREAM MONITORING STATION KODIAK LANDFILL - GROUNDWATER MONITORING PROGRAM FIGURE 2 VIILIGV■ 1 1 LVL V-VV P RECORD OF BOREHOLE B H - 1 �wi �� o."� n_ fQF Page #87 of 1 Sheet 1 of 1 Project Kodiak Landfill, AK. Coordinates N/A 19.5' Collar Elevation N/A around Surface Elevation N/A Total Depth 3.25 inches 10/4/84 10/4/84 Hole Diameter Date Started Date Completed Rotary Percussion Drilling Field Contractor Air Brechan Enterprises Drilling Method V Depth (feet) lkholoOY eU+ Y Im _ I Hydraulic Conductivity Static Water Level Plezometer v In p Centimeters/ second Installations x10 6 x,o 6 x10 4 N/A N/A 2 0' zPVr 0 Standpipe 0 G-4.5' Greyish dark brown Cement to dark brown, fine [[ *Did not perform 1.5 ft. grout to medium SAND, some ii'`.. hydrologic test. organics, some silt, :••• 2.5 trace of gravel; {'r" top 6" - humus. 4.5- -- 5.0 19.5' Fresh jointed, _ === fissile, black, very weak, (meta.)` =� SHALE. __== 1 5 Slotted 2" PVC =—_ — 10.0 �_= 12.5 Pea gravel == 15.0 -- = 11.5 19.5 EOH 2O.0 Note 'Shows physical characteristics of partial metamorphic processes. VQ1uer maaocteie8 Contract FY2026-03 RECORD OF BOREHOLE BH-2 t l� - j FIGURE Sheet 1 of of 1 Prolect Kodiak landfill Ak Coordinates N/A Collar Elevation N/A around Surface Elevation N/A Total Depth Hole Diameter 3.25 inches Date Started 10/4/84 Date Completed 10/4/84 Drilling Method Rotary Percussion Drilling Fluid Air Contractor 8rechan Enterprises epth Llthology U ¢ a�R Y o Hydraulic Conductivity Static Water Level Plezometer Installations (Dleet) 0 0 O CeMlmeters/second x10a x16-a x10 4 N/A N/A 0-4 Greyish dark brown, fine to medium SANG,:;::; some organics, some silt, trace of gravel I top 6" - humus. '`�"; -20.0 Fresh jointed, �==- fissile, black, very =_ weak, (meta.). SHALE. _ __ 20.0 EOH Note 'Show physical characteristics of partial metamorphic processes. 0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 6a10-6 aon/ s PVC 0.22' tand p i 1.2' _ ZCement grout lotted 2" PVC Pea gravel CCIL:Im Cnntract FY2026-03 BOREHOLE BH-3 - PROF weVY of 161 RECORD OF U Sheet i of 1 Project Kodiak Landfill, AK. Coordinates N/A , Collar Elevation N/A around Surface Elevation N/A Total Depth 12.33' Hole Diameter 3.25 inches Date Started 9/29/84 Date Completed 10/l/84 Drilling Method Rotary Wash Drilling Fluid Water 6 Revert. Contractor Arctic Engineers U O Depth (feet) Llthology o� ,c o t = c • Hydraulic Conductivity Static Water Level Plezometer Installations 0 0 ps Centimeters/seoond X10 a Xto a X10-4 2.52' PVC N/A N/A 0 Standpipe Cement 0-2 Brown to dark brown, ,r; fine to medium SAND, yy grout some organics, top 2.5- 6„ - humus. 2.5 -_ _= = =�= =---- 12.3' 3.0' Fresh jointed,fissile dark grey to black, == == very weak, (meta.)* __== 5.0 6cfn SHALE. = '__ 3 10 a Slotted 2" =_ = PVC ==- 1.5 - =___ - Pea gravel '- �— 10.0 12.3' === EOH 12.5 Note: *Shows physical characteristics of partial metamorphic processes. Golder Associates Contract FY2026-03 PDF Page # o r 4 RECORD OF BOREHOLE B H-4 FIGURE Aof Sheet 1 of I Protect Kodiak Landfill. AK. Coordinates N/A Collar Elevation N/A Ground Surface Ele`rstlon N/A Total Depth 24.5' Hole Diameter 3.25 inches Date Started 10/4/84 Date Completed 10/4/84 I Drilling Method Rotary Percussion Drilling Fluid Air Contractor Brechan Enterprises. 0 e Depth (feet) Lithology ¢ e�R a. Y r t .. .. o Hydraulic Conductivity Static Water Level Plezometer Installations o a O v Cantimeters/second U ¢a x10 a x10 a x10 4 PVC N/A N/A /'Standpipe 0 0.82' 0-1.5' Greyish dark brown to 0 dark brown, fine to , Cement 1.5- medium SAND, some - =�= grout 9.5' organics, some gravel =_ _= 2 5' some silt, top humus. -- _ == = Slotted 2' Fresh jointed, __ �= 5 0' 5.0' - PVC fissile, black, very weak, (meta.)'SHALE. __ =_ _ �� 1a10 acm/I 7.5' 9.5- I1.0' Brown to dark brown, 10.0 fine to medium SAND. =- '4.5' _== Fresh jointed, = -_ = 12.5 fissile, black, very weak, (meta.)'SHALE. 15.0 17.5 20.0 24.5' I _ I 1 22.5 EOH 25.0 Note: *Show physical characteristics of partial metamorphic processes. Pea gravel GoidAr Associates 1 FY2026-03 RECORD OF BOREHOLE BH-5 is J - ' t keea�of 11 f 161 Project Kodial Landfill AK Coordinates N/A , Collar Elevation N/A Ground Surface Elevation N/A Total Depth 27.0' Hole Diameter 3.25 inches Date Started 10/ y84 Date Completed 10/3/84 Drilling Method Rotary Percussion Drilling Fluid Air Contractor 8rechan Enterprises U O Depth Llthology ¢ o �R ,c = c .. Hydraulic ConductivityStatic Water Level Plezometer Installations (feet) u m Centimetefa/second U M O O x16-a x+tia x,o 4 P 2 VC N/A N/A 1.13' standpipe 0 p 6.0' Greyish dark brown �;� Cement to dark brown, fine grout to medium SAND and 2.5 GRAVEL, some organ- 3.1' ics, some silt.' �. — 5.0 Slotted 2" 9.0' = PVC Dark grey to black d •%': ' ° 7.5 t■ro"4em/• GRAVEL, some fine a' _ to medium sand , a e�••° _ 17.0 Fresh jointed, ==�= 10.0 fissile, dark grey to black, very - weak, (meta.)' 12.5 SHALE. —"" == 15.0 17- _ —= Fresh, fissile, _-=— 27.0 17.5 black, weak, (meta.)' SHALE. =_== 20.0 Pea 22.5 gravel == 25.0 27.0' =- EOH 27.5 Note: 'Shows physical characteristics of partial metamorphic processes. a RECORD OF BOREHOLE � B H-6 G W- L U �� a c or e F�§�agX #b92 of 161 d Sheet t of t Kodiak Landfill, AK. Coordinates N/A Project N/A Collar Elevation around Surface Elevation N/A Total Depth 3.25 inches Hole Diameter Date Started 10/4/84 Date Completed 10/4/84 Drilling Method Rotary RrcusSiQn Drilling Fluid Air Contractor Brechan Enterprises u 0 Depth to t) Litho"y ¢ e� a. m t ,. g Hydraulic Conductivity Static Water Level Plezometer Inatattetlona es v ¢ 2 o V Centimeters/second x/o ° x10 a x10 4 PVC N/A N/A l,1 Standpipe 0 0 �_g.o Greyish drrk brown to Cement to dark brown, fine; to medium SAND, some grout gravel, me organic ;._: 2.5 somesilt 2.1' _ 5.0 7.5 -4 /x10 cm/a -23.0' Fresh jointed, fissile, black, very ==== = 10. weak, (meta.)'SHALE. Note: "Shows physical characteristics of partial metamorphic processes. 12.5 15.0 17.5 20.0 22.5 I Bolder As Slotted 2" PVC Pea gravel FY2026 03 V VI ILI aUL p�F Page #93 FI URE A_7 RECORD OF BOREHOLE BH — 7 — tc `� Sheet i of i Project Kodiak Landfill, AK. Coordinates N/A , Collar Elevation NIA around Surface Elevation Na Total Depth 7.5 feet Hole Diameter 9 Y5 lnrhac Date Started 10/3/84 Date Completed 1013/84 Drilling Method Rotary each Drilling Fluid Water b Revert Contractor .Arct.ic Enoi neers U O Depth (feet) Ltthology Q mtR r ac c t i Hydraulic Conductivity Static Water Level P U z C Certtlmeters/second In :. xto a xto ti xto 4 N/A N/A 2.01 O C-3.0' Brown to dark brown, `::ri^' 'Did not per form 0.8' fine to medium SAND, hydrologic test. some organics, top.; - 6" - humus. 2.5 - Fresh jointed, '-7.5' fissile, dark grey to black, very weak, —_� '- 5.0 - (meta.)* SHALE. 7.5' =_-= - 7.5 EOH Note: *Shows physical characteristics of partial metamorphic processes. of ezometer stallailons PVC L Standpipe Cement grout Z Slotted 2" PVC lPea gravel Golder Associates Contract FY2026-03 LOG OF TEST PITS TP— I 0 3.5 L.0 2 3.0 4.- 4.0 m m t 5.J a m 0 8 8 10 TP— 2 0 10.5 Water Content (Z) 10 50 .t 1.5 2 2.5 3.0 « 4 m m t 8 10 Water Content (Z) 10 50 Figure A-E r ORGANICS Loose, tan, coarse to fine SAND (ash). Soft. black, PEAT and ORGANICS. Dense to very dense, silty coarse to fine SAND, some gravel (TILL). Hard, dark gray, thinly bedded meta - gray- vacke to meta - shale (BEDROCK). ORGANICS Loose. tan. fine SAND (ash). Soft, black, PEAT. Rard, dark gray, thinly bedded meta - gray- xache to meta - shale (BEDROCK) . y INDICATES WATER SEEPS CIrAd ar Ampick-intoft Contract FY2026-03 LOG OF TEST PITS TP- 3 0 0.5 1.0 2 3.0 3.5 4 m m c a m � 8 8 10 TP- 4 0• 5 1 .0 2 2.5 3.0 4 m m r a m 6 8 10 Hater Content (x) !0 50 ORGANICS Loose, tan, fine SAND (ASH). _":- ._ 292 ♦ Soft, black, PEAT. Water Content (�) 10 50 -a =; Hard, dark gray, thinly bedded meta - gray wacke to meta - shale (BEDROC-K). ORGANICS Loose, tan, fine SAND (ASH). 56 "♦ Soft, black, PEAT. Hard, dark gray, thinly bedded meta - gray- wacke to meta - shale (BBDROW. F19W9 A-9 Q INDICATES WATER SEEPS � I Cioider Associates l Contract FY2026-03 LOG OF TEST PITS TP- 5 0 1.' 2 2.° M 4. v m t a m � 6 8 10 TP-6 0 J.` l.( 2 z.� M 4. m L a v 0 6 - 8- 10- Water Content (2) 10 50 ' 6 ORGANICS Loose, tan, fine SAND (ASH). 59 175.9 Soft, black, PLAT. Hard, dark gray, thinly bedded meta - gray- vacke to meta - shale (RP.nRnrrl Water Content (I) LO 50 ORGANICS Loose, tan, fine SAND (ASH). Soft, black, PEAT. :•lard, dark gray, thinly bedded meta - gray- vacke to nets - shale (BEDROCK) . ,7INDICATES WATER SEEPS (3okier Associates Figure A-11 Contract FY2026-03 LOG OF TEST PITS Figure A-12 TP- 9 0 1D.5 1.0 2 _f 2.0 ' 2.5 4- a� m a m 0 8 8• 10 TP- 10 0 10.5 1.0 2 2.2° 3.0 4 14.0 m 11 8 10 Water Content (1:) ,rn in I 07 Water Content (R) 10_ --50 M ORGANICS Loose. tan, fine SAND to silty SAND (ASH). Soft, black, PEAT. Hard, dark gray, thinly bedded meta - gray- wacke to meta - shale (BEDROCK). ORGANICS 57Loose. tan, fine SAND to silty fine SAND (ASH). 192 ♦ Soft. black. PEAT. Stiff to very hard. gray, sandy SILT b CLAY, some gravel (TILL) Hard, dark gray, thinly bedded meta - ¢ray- wacke to wta - shale (BEDROCK). INDICATES NATU SEEPS 1r1r*ier Anatw 4afne ORGANICS Loose. tan, fine SAND to silty SAND (ASH). Soft, black, PEAT. Hard, dark gray, thinly bedded meta - gray- wacke to meta - shale (BEDROCK). ORGANICS 57Loose. tan, fine SAND to silty fine SAND (ASH). 192 ♦ Soft. black. PEAT. Stiff to very hard. gray, sandy SILT b CLAY, some gravel (TILL) Hard, dark gray, thinly bedded meta - ¢ray- wacke to wta - shale (BEDROCK). INDICATES NATU SEEPS 1r1r*ier Anatw 4afne Contract FY2026-03 Contract FY2026-03 I-lur ragu #9- GRAIN SIZE DISTRIBUTION FIGURE B I 0 O 0 O w N w J a V N r Q J N _ v w N Q O Z _Z Q Q F= Z i � w O O _J (/f $ w N c N — ? w w I O < N N o E O O C p Z N Q w • O Zn CrI O_ (n _ O V d O If in V1 � w Z U. w N _C O N c c w w Q - rn o: a C - w N M C N n Q O o V w o • O m O mm N O 0 0 f� (0 0 0 to0 N O 0 O 0)aD O NdHl 83N13 1N3083d Project No. RN.s-�-olitG pate 4�•Ay Project�_�X - LAiwn ' L Golder Associates By sesC 2 ��\ 0 H Contract FY2026-03 PDF Page #100 of 161 List of Required Water Quality Monitoring Parameters and Standards Contract FY2O26-03 PDF Page #101 of 161 Family Water Parameter (Common Namea) Conductivity CAS RNb Surface Well Standards No standard listed Units Source of Standards Quality Dissolved Oxygen >4000 18 AAC 70 pH 6.5-8.5 18 AAC 70 Redox Potential No standard listed Temperature No standard listed Celsius (Total Dissolved Solids I I 500 mg/L 118 AAC 70 Turbidity I I5 over background I NTU Nutrients jAmmonia as Nitrogen 7664-41-7 I 10I mg/L I APDES MSGP Sector L I BOD I I 140I mg/L I APDES MSGP Sector L COD no standard listed mg/L Nitrate Nitrogen 10 mg/L EPA Primary MCL Nitrate+nitrite Nirogen 10 Mg/L APDES Discharge Permit Nitrogen, Total Kjeldahl no standard listed mg/L Petroleum GRO 2200.0 µg/L 18 AAC 75 Table C DRO 1500.0 µg/L 18 AAC 75 Table C RRO I 1100.0I µg/L 118 AAC 75 Table C Inorganics Sb = Antimony 7440-36-0 I 6 µg/L EPA Primary MCL (Metals) As = Arsenic 7440-38-2 I 10 µg/L EPA Primary MCL Ba = Barium I7440-39-3 I 2,000 µg/L EPA Primary MCL Be = Beryllium 7440-41-7 4 µg/L EPA Primary MCL Cd = Cadmium 7440-43-9 5 µg/L EPA Primary MCL Cr = Chromium (total) 7440-47-3 100 µg/L EPA Primary MCL Co = Cobalt 7440-48-4 no standard listed µg/L Cu = Copper 7440-50-8 1300 µg/L EPA Primary MCL Fe = Iron 7439-89-6 1 1,000 µg/L APDES MSGP Sector L Pb = Lead 7439 92 1 15 µg/L EPA Primary MCL Mn = Manganese 17439-96-5 I 50I µg/L I EPA Secondary MCL Ni = Nickel 7440-02-0 I 390 µg/L 18 AAC 75 Table C Se = Selenium 7782-49-2 I 50 µg/L EPA Primary MCL Ag = Silver 7440-22-4 I 100 µg/L EPA Secondary MCL TI = Thallium I7440-28-0 I 2 µg/L EPA Primary MCL V = Vanadium 7440-62-2 86 µg/L 18 AAC 75 Table C Zn = Zinc 7440-66-6 200 µg/L APDES MSGP Sector L Volatile Acetone 67-64-1 14000 µg/L 18 AAC 75 Table C Organic Acrylonitrile 107-13-1 6.0 µg/L EPA Primary MCL Compounds Benzene 71-43-2 5.0 µg/L EPA Primary MCL (VOC) Bromochloromethane 74-97-5 90 µg/L EPA Lifetime Health Advisory Level Bromodichloromethane 75-27-4 I 1.3 µg/L 18 AAC 75 Table C Bromoform; Tribromomethane 75-25-2 I 33 µg/L 18 AAC 75 Table C Contract FY2026-03 PDF Page #102 of 161 Family Parameter (Common Namea) CAS RNb Surface Well Standards Units Source of Standards Carbon disulfide 75-15-0 810 µg/L 18 AAC 75 Table C Carbon tetrachloride 56-23-5 5.0 µg/L EPA Primary MCL Chlorobenzene 108-90-7 100 µg/L EPA Primary MCL Chloroethane; Ethyl chloride 75-00-3 21000 µg/L 18 AAC 75 Table C Chloroform; Trichloromethane 67-66-3 2.2 µg/L 18 AAC 75 Table C Dibromochloromethane; Chlorodibromomethane 124-48-1 8.7 µg/L 18 AAC 75 Table C 1,2-Dibromo-3-chloropropane; 96-12-8 0.2 µg/L EPA Primary MCL 1,2-Dibromoethane; Ethylene dibromide; EDB 106-93-4 0.075 µg/L 118 AAC 75 Table C o-Dichlorobenzene; 1,2-Dichlorobenzene 95-50-1 600 µg/L EPA Primary MCL p-Dichlorobenzene; 1,4-Dichlorobenzene 106-46-7 75 µg/L EPA Primary MCL trans-1,4-Dichloro-2-butene 110-57-6 No standard listed µg/L 1,1-Dichloroethane; Ethylidene chloride 75-34-3 28 µg/L 18 AAC 75 Table C 1,2-Dichloroethane; Ethylene dichloride 107-06-2 5.0 µg/L EPA Primary MCL VOCs continued 1,1-Dichloroethylene; 1,1-Dichloroethene; Vinylidene chloride 75 35 4 7.0 µg/L EPA Primary MCL cis-1,2-Dichloroethylene; cis-1,2-Dichloroethene 156-59-2 70 µg/L EPA Primary MCL trans-1,2-Dichloroethylene; trans-1,2 Dichloroethene 156 60 5 360 µg/L 18 AAC 75 Table C 1,2-Dichloropropane; Propylene dichloride 78-87-5 5.0 µg/L EPA Primary MCL cis-1,3-Dichloropropene 10061-01-5 4.7 µg/L 18 AAC 75 Table C trans-1,3-Dichloropropene 10061-02-6 4.7 µg/L 18 AAC 75 Table C Ethylbenzene 100-41-4 700 µg/L EPA Primary MCL 2-Hexanone; Methyl butyl ketone 591-78-6 38 µg/L 18 AAC 75 Table C Methyl bromide; Bromomethane 74-83-9 7.5 µg/L 18 AAC 75 Table C Methyl chloride; Chloromethane 74-87-3 190 µg/L 18 AAC 75 Table C Methylene bromide; Dibromomethane 74-95-3 8.3 µg/L 18 AAC 75 Table C Methylene chloride; Dichloromethane 75-09-2 110 µg/L 18 AAC 75 Table C Methyl ethyl ketone; MEK; 2-Butanone 78-93-3 5600 µg/L 18 AAC 75 Table C Methyl iodide; lodomethane 74-88-4 No standard listed µg/L 4-Methyl-2-pentanone; Methyl isobutyl ketone 108-10-1 6300 µg/L 18 AAC 75 Table C Styrene 100-42-5 100 µg/L EPA Primary MCL 1,1,1,2-Tetrachloroethane 630-20-6 5.7 µg/L 18 AAC 75 Table C 1,1,2,2-Tetrachloroethane 79-34-5 0.76 µg/L 118 AAC 75 Table C Tetra chIoroethylenejetrachloroethene; Perchloroethylene 127 18 4 5.0 µg/L EPA Primary MCL Contract FY2026-03 PDF Page #103 of 161 Family Parameter (Common Namea) CAS RNb Surface Well Standards Units Source of Standards Toluene 108-88-3 1000 µg/L EPA Primary MCL 1,1,1-Trichloroethane; Methylchloroform 71-55-6 200 µg/L EPA Primary MCL 1,1,2-Trichloroethane 79-00-5 5.0 µg/L EPA Primary MCL Trichloroethylene; Trichloroethene 79-01-6 5.0 µg/L EPA Primary MCL Trichlorofluoromethane; CFC-11 75-69-4 5200 µg/L 18 AAC 75 Table C 1,2,3-Trichloropropane 96-18-4 0.0075 µg/L 18 AAC 75 Table C Vinyl acetate 108-05-4 410 µg/L 18 AAC 75 Table C Vinyl chloride 75-01-4 2.0 µg/L EPA Primary MCL Xylenes 1330-20-7 10000 µg/L EPA Primary MCL Polynuclear 2-Methylnaphthalene 91-57-6 No standard listed µg/L Aromatic Acenaphthene 83-32-9 No standard listed µg/L Hydrocarbon Acenaphthylene 208-96-8 No standard listed µg/L s (PAH) Anthracene 120-12-7 No standard listed µg/L Benz(a)anthracene 56-55-3 No standard listed µg/L Benzo(a)pyrene 50-32-8 No standard listed µg/L Benzo(b)fluoranthene 205-99-2 No standard listed µg/L Benzo(ghi)perylene I 191-24-2 No standard listed I µg/L Benzo(k)fluoranthene I 207-08-9 No standard listed I µg/L Chrysene I 218-01-9 No standard listed I µg/L Dibenz(a,h)anthracene I 53-70-3 No standard listed I µg/L Fluoranthene I 206-44-0 No standard listed I µg/L Fluorene 86-73-7 No standard listed µg/L Indeno(1,2,3-cd)pyrene 193-39-5 No standard listed µg/L Naphthalene 91-20-3 No standard listed µg/L Phenanthrene 85-01-8 No standard listed µg/L Pyrene 129-00-0 No standard listed µg/L Total Aromatic Hydrocarbons (TAH) (calculated) 101 µg/L 118 AAC 70 Total Aqueous Hydrocarbons (TagH) (calculated) 151 µg/L 118 AAC 70 IaCommon names are those widely used in government regulations, scientific publications, and commerce; synonyms exist for many chemicals. I 'Chemical Abstracts Service registry number. Where "Total" is entered, all species in the surface wells that contain this element are included. Contract FY2026-03 PDF Page #104 of 161 C Surface Water Sampling Field Data Sheets Contract FY2026-03 PDF Page #105 of 161 Kodiak Island Borough Landfill Surface Water Monitoring Field Forms Date: Field Team: Field Conditions: Field Equipment Calibration Instrument Make/Model Calibration/Comments pH meter Thermometer Conductivity Turbidity DO TDs meter Water Level Other APPENDIX C PAGE 1 OF 4 C tract F PDFJage #1 w N z cn c v 3 3 rr'a m � v 3 ^' m m �^ v v W m a3o m � o D m 3 dq y (rtD � s O� O 3 CU o 3 m v . r m s fu — O — m m V 3 v 2 n O n O 3 Q- C z C a � v rt y 3 v o r D m d v 3 n m O a 0 s m m 3 (2026-03 06 of 161 _T m� a 3 m m Ln c I m m 3 m m rr m 0 m NI 7 m n 0 m n 0 3 III ,ontract FY202 F Page #107 of 3-03 161 �n cn cn 00 vi N N m Vf d fD Z c m v m m m m m n 3 2 O \ 3 n O_ C Z s C Q- � v N � v a O r D m d v 3 n m \ O 0- 0 to S m m 3 H C A m G Ol m _T m� Q 3 m fu N C m 3 m m '+ N � v m m m n 3 r m �l n S fu r+ m T m Q m �l N C f�D m 3 N m _Q fu. r+ m rr m O m N lu 3 m O m n O� Contract FY2026-03 PDF Page #108 of 161 Monitoring Procedures Contract FY2026-03 PDF Page #109 of 161 Pre -sampling 1) Verify field equipment is in working order 2) Calibrate instruments Water level meter Peristaltic pump Temperature sensor Gas detector; calibrate if recommended by manufacturer 3) Verify supplies pH meter Conductivity meter Turbidity meter TDS meter DO meter Gas detector Field forms (and/or notebook) Nitrile gloves Waterproof marker and pencil Distilled and Alconox water spray bottles Bucket for collected water during sampling event Dedicated surface water sampling tubing Wide, clear tape (for labels) Leachate sampling bucket and glass cup Beaker for peristaltic flow information Paper towels 4) Order Sample Bottles —See Appendix E Verify that the laboratory is sending adequate shipping containers and the proper sample containers with the correct preservatives. Request one extra set of bottles for contingency. Coordinate transportation and delivery to meet holding times. 5) Print Sample Labels— Print labels to include the following: Landfill name (KIB Landfill) Analyses requested Sample location (L-1, SW-2, etc.) Date and time of sample collection Unique sample identifier MON YR LOC Initials of person collecting the sample i.e., OCT23SW2 Add suffixes as needed A for duplicate MS for matrix spike TB for trip blank MSD for matrix spike dup Contract FY2026-03 PDF Page #110 of 161 Field Notes Make the following notes in the field forms (or notebook, if used): Sampling team personnel and responsibilities Sampling data Sample ID, types of bottles, preservatives, analyses, sample date and time Site conditions Where the field duplicates and MS/MSD Temperature, rain, surface water flows, recent were collected wet or dry weather Field meter data Miscellaneous observations Make, model number, serial number, Well, surroundings, equipment, repairs needed calibration information Well data Decontamination procedures and times Water levels and total depth Field parameters Any deviations to the sampling plan (and Temperature, pH, and specific conductance reasons for them) All locations Fill bottles in the following order: 1. Volatile organic compounds (VOCs) 2. Gasoline -range organics (GRO) 3. Diesel -range organics (DRO) 4. Residual -range organics (RRO) 5. Polynuclear aromatic hydrocarbons (PAHs) 6. Total metals 7. Total dissolved solids (TDS) 8. Ammonia-N, nitrate-N, TKN, nitrate+nitrite-N 9. Five-day biochemical oxygen demand (BODs) Surface WeIIS Sample locations SW-2, SW-3, SW-5 and one duplicate (4 sample sets total). Use a new pair of gloves for each site. Note well observations in field notebook Record field parameters (One single Note sampling time, field conditions, and measurement; use secondary container to hold members of sampling party. probes for the measurement) pH, specific conductance, temperature, turbidity, TDS, and dissolved oxygen (DO). Take static water level (before and after); Sample record total depth. Maintain minimum drawdown if possible; keep tubing full of water; take care not to include sediments; VOC bottles must be slightly overfilled. Insert disposable or dedicated tubing. Decontaminate water level and water quality meter probes. Contract FY2026-03 PDF Page #111 of 161 Surface Water Sample locations S-5, S-8, S-131, one MS/MSD (5 sample sets total). Use a new pair of gloves for each site. Note site observations in field notebook Note sampling time, field conditions, and members of sampling party. Take one MS/MSD set (at S-5 or S-8) Note where quality control (QC) samples were taken. Record field parameters Decontaminate water quality meter probes. pH, specific conductance, temperature, turbidity, TDS, and DO. Field parameters should be collected directly from the stream; allow the meter probes to acclimate a minimum of 2 minutes or until the meter indicates the reading is stable. Sample Sampling for VOCs and Preserved Fractions Sample within 1 foot and upgradient of the For all preserved bottles: Carefully lower the piezometer directly from the stream. Take bottles into the creek and slowly tilt to fill the particular care to minimize aeration and avoid bottles gradually without overflowing and overfilling (potentially losing preservative) by losing preservative. lowering bottles slowly and gently at an angle For VOCs: Once the VOA vial is mostly filled, into the water. See additional instructions for ate..VOC remove from the creek and add additional collecting water using the bottle caps to completely fill and create the reverse meniscus. If a bubble is present, attempt to add a little more water using the cap and reseal. Leachate Sample location L-1 and one duplicate (2 sample sets total). Use a new pair of gloves. Note site conditions Complete gas monitoring at Manhole C How treatment system is operating, flow (recommended). conditions, weather, and other conditions. Record field parameters Sample pH, specific conductance, temperature, Lower bucket into Manhole C; use glass cup to turbidity, TDS, and DO. Use a secondary transfer sample to sample bottles (rinse cup in container for parameter measurement. leachate several times prior to sampling). Take one duplicate sample set. Decontaminate water quality meter probes. Contract FY2026-03 PDF Page #112 of 161 Bottle Types and Bottle Label Worksheet Contract FY2026-03 PDF Page #113 of 161 Kodiak Island Borough Landfill Bottle Types and Bottle Label Worksheet Sample Type Parameters Bottle Type Sample Name Total Metals Poly VOCs Glass vials GRO Glass vials DRO/RRO Amber glass Surface Well PAH Amber glass COD Amber glass (MON)(YR)SW_ BODS Poly SW-2 TDS Poly SW-3 TKN Amber glass Example OCT23SW2 SW-5 Ammonia-N Amber glass Nitrate-N Poly Nitrate+nitrite-N Amber glass VOC trip blanks Provided and filled by lab GRO trip blanks Provided and filled by lab Total Metals Poly VOCs Glass vials GRO Glass vials DRO/RRO Amber glass Surface Water PAH Amber glass COD Amber glass (MON)(YR)S_ S5 BODS Poly S8 TDS Poly Example OCT23S5 S61 TKN Amber glass Ammonia-N Amber glass Nitrate-N Poly Nitrate+nitrite-N Amber glass VOC trip blanks Provided and filled by lab GRO trip blanks Provided and filled by lab Total Metals Poly VOCs Glass vials GRO Glass vials DRO/RRO Amber glass PAH Amber glass Leachate COD Amber glass (MON)(YR)L_ BODS Poly TDS Poly L-1 TKN Amber glass OCT23L1 Ammonia-N Amber glass Nitrate-N Poly Nitrate+nitrite-N Amber glass VOC trip blanks Provided and filled by lab GRO trip blanks Provided and filled by lab Total Metals Poly VOCs Glass vials (MON)(YR)SWA GRO Glass vials (MON)(YR)LA Duplicate DRO/RRO Amber glass PAH Amber glass OCT23SWA COD Amber glass OCT23LA Contract FY2026-03 PDF Page #114 of 161 BOD5 Poly TDS Poly TKN Amber glass Ammonia-N Amber glass Nitrate-N Poly Nitrate+nitrite-N Amber glass VOC trip blanks Provided and filled by lab GRO trip blanks Provided and filled by lab Total Metals Poly VOCs Glass vials GRO Glass vials DRO/RRO Amber glass (MON)(YR)SMS PAH Amber glass (MON)(YR)SMSD COD Amber glass MS/MSD BOD5 Poly TDS Poly TKN Amber glass OCT235M5 Ammonia-N Amber glass OCT235MSD Nitrate-N Poly Nitrate+nitrite-N Amber glass VOC trip blanks Provided and filled by lab GRO trip blanks Provided and filled by lab *Bottle count can vary depending on laboratory, so bottle quantity information was not included in this table. Multiple analyte testing can occur from the same bottle depending on testing quantity demands. Staff will work with lab to determine the amount of sample needed for each analyte. Notes: BOD5= 5-day biochemical oxygen demand COD= chemical oxygen demand DRO = diesel -range organics GRO= gasoline -range organics L= liter(s) mL= milliliter(s) PAH= poly nuclear aromatic hydrocarbon Poly= poly ethylene RRO= residual -range organics TDS=total dissolved solids TKN= total Kjeldahl nitrogen VOC= volatile organic compound Contract FY2026-03 PDF Page #115 of 161 Example Chain -of -Custody Form Contract FY2026-03 PDF Page #116 of 161 OZOZ/I/I palep'0£'h'A9N'Z00-IM-0-VO'ON waOA aw!LaleO :Auedwo0 :Aq Ajolejogel u! paA!aoaa :aw!LaleO :Auedwo0 :Aq pegs!nbu!!aa :ew!LaleO :Auedwo0 :Aq paAiaOaa :aw!LaleO :Auedwo0 :Aq pegs!nbu!!ab :ew!LaleO sau!p!V eNse!V :Auedwo0 :Aq p9A!909a :aw!LaleO :Auedwo0 :Aq pegs!nbu!!aa :'ON OI wJ941 P,JJ00 P,sgo (Oo) 'dwal j91000 :'ON !eeS Apolsn0 ON ❑ saA ❑ :loelu! s!eaS Apolsno •owll ellselV aue slagel eldwes pue 303 uo palou sawn :sluawwo0 g sluawailnbaa OO/suollonulsul leloadS sglu0w uq{ aAigwV qeq Aq leso s.a luagD of unlab Lj (gluow uegl jaBuol pau!elai aje sa!dwes;! passasse aq Aew eel V) !esods!O a!dweS umouiun Lj 9 uoSiod Lj luelwl ups aIgewweld Lj pJezeH-uoN r ,a!dwes a47;o asods!p of s! qej aql;! uo!loaS sluawwoo ayl u! a!dwes a47 jo; sapoo alseM Vd3 Rue ls!-j asea!d 6alseM snopJezeH Vd3 Pals!! a wa; sa!dwes Aue aiV :uo!leo!;!luepl PuezeH elq!ssOd J8440 =9 `HOeN=S !EONH=V `40SZH =£ `I0H =Z ,aol =L :pasn uO!leAuasaJd :saloN ogpa S ajweS v T `° — 3 N N 3 3 9 N 2, O { { Z z ... .wo07o p xule!N (quo=0 •awoo=�) edRl a!dweS aw!1 a!dweS ale(] a!dweS uo!leo!;!luapl al weS AepI ❑ sAep Z ❑ �!aam 7 ❑ swam Z ❑ jowl— jad awil punwewnl :moue way luaallip ]! lVl #Od :'ON JOS / qof !enuuV !weS jaleM eoe}jnS :Bu!!dweS qej :lua!!o u!-41eM :LIuo esn qel aoj :aweN P01OJd :00!#O loeluo0 :Ja! weS loeluoo SAVO 9NDMOM ❑ S lVO'dVONgIV0 ❑ :ja!dwes awll punoueuwnl slsAjeuV :ssaipV :#loalad Sltll :,,.e0 aoeluoo qel 6ll0-9EL-£0£:xej/Ia1 :aweN s000 —10 :ale(] aoeluo0 al!s :I1ew3 loeluo0 lua!Io :ON 000 :JaBeuBW loafoud eouewVlsal su!loin3 e(q(p -ou! `seuolejogej eouawVlsal :Ja410 ❑ Vasa S3OdN ❑ Ma ❑ :U BABOM tiOlelnBab eauawylsal 8upsal luawuw!nu3 su!jolna :;;• paooeN Apo;sno jo uieyD ILIL-IEb-EOE:xed OOIO-9£L-£0£:4d Z0008 00 epeAJV 'IS MwJeA 9964 J9nua0 eouawV lsal Contract FY2026-03 PDF Page #117 of 161 G Alaska Department of Environmental Conservation Correspondence: Groundwater Determination at Kodiak Island Borough Landfill Contract FY2026-03 PDF Page #118 of 161 ATE CI Usia VhUV'11WWW4eC1S=e19& RANK H. MURKOWSKI, GOVERNOR 55 Cordova Street DEPT. OF ENVIRONMENTAL CONSERVATIO�Orag� Alaska 99501 DIVISION OF ENVIRONMENTAL HEALTH HONE: (907) 269-7626 AX: (907) 269-7600 SOLID WASTE PROGRAM us/ October 9, 2006 Ms. Tracy Mitchell Environmental Specialist Certified MaU #'10012510 0002 7773 2349 Kodiak Island Borough 710 Mill Bay Road Return Receipt Reaript Requested Kodiak, AK 99615 Subject: Groundwater determination at the Kodiak island Borough Landfill Dear. Ms. Mitchell, On September 26, 2006, the" Department of Environmental Conservation (DEC) received your letter stating that there is no groundwater underlying the Kodiak Island Borough (K1B) landfill. DEC agrees that the water being sampled in the three sampling wells at the landfill can not be characterized as groundwater. Groundwater, by definition, is water found in the zone of saturation, where pore spaces are filled with water. It does not appear that a saturated zone is present near the KIB landfill. A geotechnical and hydrological investigation, reported in a January 1985 document, included seven borings and 11 test pits. This study found that bedrock near the landfill is only a few feet below ground surface (1,5 to four feet). While there were seeps and some water present, no saturated zone was found in this study. Although the sampling wells do not appear to contain true groundwater, it is important that the water in these wells continue to be monitored to ensure detection of any potential impacts from the landfill. DEC believes that the water in the sampling wells at the KIB landfill should be characterized as surface water. The sampling wells must be incorporated into the surface water sampling program. Please add these -three sampling locations as points of compliance to your surface water monitoring program. Sampling should be conducted on these, and other surface water sites, as specified in the July 27, 2006 Monitoring Plan for Surface Water. If you have any questions, please contact me at (907) 269-7626 or by e-mail at Karin-�Hendrickson@dee.state.akus. Sincerely, Y" Karin Hendrickson Environmental Program Specialist Contract FY2026-03 PDF Page #119 of 161 Landfill Staff Specialized Training and Certification Contract FY2026-03 PDF Page #120 of 161 JACOBS Memorandum 949 E. 361h Ave., Suite 500 Anchorage, AK 99508 United States T +1.907.762.1600 F +1.907.762.1500 www.jacobs.com Subject Observation of October 2018 Sampling Event by Qualified Environmental Professional Project Name Kodiak Island Borough Landfill Prepared for Alaska Department of Environmental Conservation Solid Waste Program Copy to Kodiak Island Borough Prepared by CH2M HILL, Inc. (now Jacobs Engineering Group Inc.) Date November 1, 2018 On October 30, 2018, Stacey Kehne/CH2M HILL observed the fall surface water monitoring event at the Kodiak Island Borough (KIB) Landfill, conducted by Carl Royall (KIB Leachate Treatment Plant Lead Operator) and assisted by Jared Conrad (Treatment Plant Operator Trainee). Phil Kovaks (KIB Director of Engineering and Facilities) was also present. Ms. Kehne has 16 years of experience as an environmental scientist in Alaska (including soil, sediment, surface water, and groundwater sampling in solid waste and other compliance areas), and meets the Alaska Department of Environmental Conservation (ADEC) criteria for a qualified environmental professional. During Ms. Kehne's visit to Kodiak, sampling procedures were observed at all three surface water monitoring points (S-5, S-8, and SB-1), all three surface well monitoring points (SW-2, SW-3, and SW-5), and the single leachate monitoring point (L-1). The following procedures were observed: • Collection of field parameters • Sample collection • Sample labeling • Sample handling Field instrument calibration and sample packaging and shipping for this event occurred outside of the time Ms. Kehne was onsite and therefore were not observed, but procedures were discussed during the visit. Based on Ms. Kehne's observations, procedures for surface water monitoring at KIB Landfill were conducted using appropriate techniques and in accordance with ADEC's field sampling guidance (ADEC, 2017). References Alaska Department of Environmental Conservation (ADEC). 2017. Field Sampling Guidance For Contaminated Sites and Leaking Underground Storage Tank Sites. August. Contract FY2026-03 O M O U 4-1 ~ p W �' •-1 z 0 .� o O O o N •� P v O w w M w w a O v N `~ ~ o -v 6 U v Q O � Utv �. .�cu �4--) A H+ C� w � V) O Q v O E" v N �_ 4-1 O M 0 u 4 a� � H .E _ 4-j �:5 v, . 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N C N C N T O' L� d d U C d T N N E � ❑� � N v r � C 9 N a L a C U C r C L 15 mQy�, N!oV• TL N0�>. £O ° N . _ N "oC@0 T0 @0 aN0 N0 o 6 ay Lm.c. Nc a U cWOS N M L x N NQ❑o° =pQQ mO O O N o0J9O O O o n Ln L m o o o o 0 o C 0 0 0 C J j `E 'y ?EcQO2~=Qc IIO E E E E E 0 E 0 x xa0 °0 0 o m0 160 t o O o 0 a m m occomUU Z mdmdmd E>d Z ZZaaa mm ma7>t9 U U Z Z Z Z qV V V V V¢m m m m m m m 0 i o N x¢ I- K 7 F F Contract FY2026-03 PDF Page #132 of 161 Contract FY2026-03 PDF Page #133 of 161 NN N N N i0 N 0 0 N? N O O N N N N 0 0 N N N N N N N »» D7 A =1 �7 777 7 �7»>7»»» M� co N N N N i N N'? N N N N N N N N N N �O N N N �O N l0 N N N �O O N? 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V OD - V V I V I V v i O i m O V V V� p V N N OR 66. 0000 0 0 O 0 co O V M< 0 0 0' 0 0 0 0 cocoa a co O N O 0 0 0 0 0 O O N 0 0 p 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 » > » » » 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 _ aD c6 V N V W M V V p0 0 0 0 0 O O O O 0 0 0 0 0 O O NO O O O O OOOO OO O -000 0000 O O O O O O O O O O O O O ro O 7 m O W O A O O uNi O M 0 0 O O N O N O O N J C � O O ip O O O O N i N r i n a' M M� C cV N 3 i y U i C 9 N O m y C d O C Cy cO CN0 000p C pNNY _o O LN O s° Ucm ncN Nc oL0n=nUOC(� LcCcCC= mnjNT c00 K 0 EOLO oo o 00oo00 `>00 0 w o o o`U c m 00 75 ca o t o0Nc TCa� rnai2 `o o.0o U UOC c UE o £g O F U U aC L O0 EO00 LT U O -O . OUO , , ,NM tZ�pcn_ o N - dCp'LEU t_ E Cl C! ClUh 0EE 0 �p OOO .6 OpCmo t ON 15 C 15 O Em E t <S mU 20 00 -O 0 O N N N N N N N M 2 N V V V V V D 2 0 >--------- - - - - -- N m m m UUU UUU0_ W2yZ . . .F H (V N (V N (V N N N NcNmc N(n C' Contract FY2026-03 PDF Page #134 of 161 D O M 11 N p H N 7 N D p V N � m V O M O {{�•!! � N T 01 O l0 O O CO f0 O M M O a m 0 0 N O N a O O O O O M M M N N M A d A O f0 O O iD O a N O fV N O O G O O D O OD M O M {V n A N M G cl mm mo O OD O O m N N m O A iD a0 N N O m 7 m N Oa Nq O O A M M Y01 O pj O O O {y M A N O O O N O p yy NM O Y1 m O pj p n f0 A N O O 0 0 tp O M M Ni Ni A N N N N W m p M _ O H n N CO m O O m 0 % �p 100 0 W n W 0 0 0 fN0 M A �rj M Cj N N � d b 10 G W A O 0 0 0 Lp N O O N O O O O N M N v O O w M V N m N OO tO p O D m O w N m O o m N M A V O o 0 O Oj N O V M ' co M O N O O M A M N O 10 O N O O CAS' V IOO N pj a 0 0 0 M O � A M N G 7> 77777 > > 7> > 7 7 >> 7 �-� m w O O N N O O O O O O O O O O m N = �_ m m O O '''' ' ' 0 0 0 ' 0 0 0 0 0 O ' O O O ' O O O p p O N p N p fV fV p O N N N M V N 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 i o' � N i M S o a H A m O H 7 p O o o O o O O O O O O O O O C c N Ci 0 N p p O m O lO 0 Cl N m N A O C G O A • CI 0 0 O O O O. 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O O O 6 O O O > > > 7 > > 7 > > 7 0 0 7Dn M N N V N uj p m O m N O A iO 0 N N a V V y O M 7 A 0 0 0 0 0 0 0 0 O O 0 0 O O O O O O O e• O O O O O Ni m O O 0 0 O O O • > > 7 v 7m o��7 v' M M M M M M o y N M N N O N OO N N 7 v m � a A �_ �_ �_ fM m V Yfff M e• fO O N a V V O N fD • 00 00 O O O O 00 O O O OCi O O O O O O O O O O O O O A c O O D' ' 7' 66. �_ �O � �_ Q O M N O O� � Q � O O O O O O O O O O O O O O O O O O N O O - 0 6 �- o O p M M m O r O O O _ 7 7 7 >>>>> 7 7> > > 7 7 7 > O O 0 $ V H V O ppj N ' N Q O m � 0 o 7 0 0 a w7 p M 7 O O O O o O O c O O O p O O O O O O O 0 0' G O p N N O r D7 7 77=1 7 7 7 7 7 7 >> ] o 'p ' 7D I' 7 I M O CO N N O W 001 tO 7 AO N Im0 N N V m N A m N O O 0 0 0 O 0 0 0 O O O p O O 6 6. p O O N p O M O N O O O O N O c A O CO • 7 7 > > > > > > 7 > > > > > 7 7 7 O O N$ N m A M O m N O' 7 O 7 A N N A N aD O � Ct O � V i0 M A tp OD N N IA OOD Ci 0 0 0 0 0 p O O O p O O O O G O O N C O O O N O O O A C • U J O co U U U N 0 m r y m d 0 v u) O L A m m ? J m v F c w O m m "o d t a U m Z m m N m U m C Z' C O T O. � L L •L-' .-. C m v C d N m m m 9 0 ?3 Y Ku) m >. N T O_ N Q ` OTI C m E o o.o v t o ac?nnL cmmnctcm o o oscmaattam 000N�.S �.S mod ? E� V�p�.mEazz°oO3Nc 0 0 o L o- n n cmi f0 a �, m o 0 0 0 m e L �' > > E E m m= c c c c m of T E o 0 o m m m v o 0 0 0 0 "o U U U w m m m O c 5. £" L o 0 0 o w o .� E. "E m m ? > > v aEi " c m p m� p m� p m� p m� - �_ D O N .. C C N N N N N N N V v v v Y c m L.. m m m m Z Z Z C N N d am• E y .__ r 9 V O` 2 d 'O of C s_ N- .- m U C U E a U C O O O O .0 C (p m` U U Z U U C N N N N N N N N m N m J C L m E J 7 ry d ry 9 0 `-' m L L T m C f0 m m m o o 0 ry m m U m> m C g C m O m iO �O N .. .�-� .. O O Q OQ Q a Q a a 4 a v 4 a a a m m mmm m m a a a a m U v v 0 0 0 LL LL 2 2 2_ y Z Z Z Z a a a a r2 a a m m U U U U U= J Z /1 m H F>> N U m U= U Z Z Z Z n F K 7 F F Contract FY2026-03 PDF Page #135 of 161 Contract FY2026-03 PDF Page #136 of 161 a M N >> 7 7 7 7 7 7 7 7 D W D D O I D 7 D 7 7 D 7 D 7 ] 7 D 7 7 7 ' ' 7 7 D O D 7 D 7 7 ] 7 N W 10 W W i W W W a N W W i W M N W W W 10 CD W W W t0 W W W W W W W W N W W W V W N W 0 0 0000 00 O O O O th 000 O O O O O O O O O 0 0 0 0 0 O m 7 7 7 7 7 7 7 7 7 7 7 > > 7 7 7 7 7 7 7 7 7 7 7 7 7 ] 7 7 7 7 7 7 7 OND m W� W W i W W 7 7 N 7 V N W W W V W W i W i 7 W W a R W W N N W C G O 6666 66 O 0 0 0 O th O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O N 0 0 0 0 0 0 0 0 00 ' O0 0 kl l 0 0' 0 0 O 0 0 0' O M W O O O j 0 0 0 0 0 0 0 0 0 Oi �=,� ' 0 0' O "1 � i N O O O O O O O N O Oi � 1 7 7 D 7 7 7 7 7 h OI W W W i W W W W a i N V N W W W W 't i W i to W V V V V W V W N W O O O Coco 00 O - 0 0 0 O M W 000 0 0 0 0- 0 0 0 0 0 O 00 O N O O O O O O- O O N 00 7 7 7 7 7 7 7 7 7 7 7 7>> 7 7 7 7 U 7 7 7 7 W 7 7 7 7 7 W 1° Wv: W W i W W W Wv: a' iv: N V Nv: W W V W V W V V Vt t v i W i to W V V V V W V W N W DO 00 Coco O O 0 0 00 O M W 000 0 0 0 0- 0 0 0 0 0 O 00 O N O O O O O O- O O N O O 7 7 > > > > 7 7 > > > > 7 D � > > > 7 > > > 7 7 D 7 7 > > > 7 > > 7 7 D > > > 7 > N ' M ' V � i� N i r N O) i�� V N � V� M 0 0 O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O 606.0 O O O O O n a m 7 > > > > > 7 > > > > 7 7 > > > 7 > > > 7 7 D 7 7 > > > 7 A ] 7 7 7 ] > > > 7 > 0 0q ... O O O O O O O O O O 0 0 0 0 0 0 6666 666 O O O O O O O O O O O O O O O O O O O o O M M 0�00-�- W O) WW I� _WiM' V 7 N N W N m i 60000000 O 6 O _ 6 0 6 0 6 6 6 6 6 6 66 ' O 6 6 O' 0 0 0 0 0 0 0 0 0 0 0 0 O O 6z M A O O) A OJ N i M W � N M W N O) N N W N W N W N N I� N N N N M V N M W N 10 10 M W M N N W M W N I r l0 N R W N N N W W M N N W M N W °� M l0 M O O O 6 6 0 0 0 0 O N O O O O O M N �° _ O O O O O N 0660 O O O O 60 N 6000660 N 00 0000 7 7 7 7 7 7 7 D 7 7 7 D >> D D 7 7 7 D 7 I 7 D 7 7 7 D 7 7 7 7 7 D j 7 7 7 7 7 I; W M W N 1 N N' 1 N N M, Cl! M 11 fM N M W PM W� r W O) O I� W � 1 Q) N to M r M M. W W 1, n I W W I M! N , N W CM O 1 N n l0 W W W M� N M O O p O 0 0 0 0 0 0 0 O 000 0 0 0 N O M 0 0 0 0 0 0 0 0 0 0 0 6 6 6 O 6 6 O' O p 6 0 6 6 6 0 6 0 6 0 0 0 0 N N O y O Q N 0 N O Y 0 W n N' N N M N' M M' I� c' 7 W W N W W I� O O) W� W c 0) N 10 W' V V W M ' W ' W W I M N I ' N M O) ' (V ' O) W W W N V O T O) O O O O O O 0 0 O 0 0 0 0 0 0 D O N 0 0 0 0 0 ..... 0... 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O O rn r 7 > > > > 7 > > > 7 7 7 = = > > > > > > > > D 7 7 7 = D 7 7 7 7 > > 7 M fD W ' I� N N M N N i M c m W m W W i W i W O c 0) N W' ' W M ' W� W NM M M i N ' 0 m W ' W 0 0 q O 66. 00 O' 0 0 0 0 0 O N O' 0 6 6 66660666 O M 0 0 O O O O O 0 0 7 7 7 7 7 7> > 7 7 7 7 7 7 7 7 7 7>>> > 7 7 7 7 7 7 7 7 0 0 ' N N N N N N M N N I N r 10 M W M W � N r W R) O I W N V M c I M r I 1 0 to N N V PM M I� N r N Q OJ W O) � N R OJ ' Cl O C 0000000 0000000 O O O O O O O O O O O O O O O O O O 6 0 0 0 0 0 O O 0 0' O O O » 7 7 7 7 7 7 7 7 7 7 D D D 7 7 7» 7 D 7 >> > 7 D 7 7 D 7 7 D 7 7 7 7 7 D 7 I r O W N 1� N N' N N M Cl! m M I� W M W f2 W W O) T 7 W I� W N to W I� V W M l0 W I� W W I M N I N W M M I� N to OJ W W O) N OJ R OJ M O O Q 0000 00 O 000006 N O 0 0 6 6 0 0 6 6 6 6 0 6 6 O O O O 0 0 6 0 6 6 6 0 6 0 6 0 0 0 0 7 7 > ' DO O N N N' N N N N N N (V m 7 7 7 7 r 7 7 7 >> » 7 >> 7 7 7 7 7 7 7 M I 7 7 > > 7 7 7 7 7 7 7 7 N N N' N N N' N N 10 N N N 10 N l0 N M O O N N N N 10 N M O O O N N N Cj N N 7 D77 >>�D�°>>7777 �7 N N N N N W O N N O N N N O N W N M N N ' 0'' O ' N� � N O O N N O N N N N N N N 7 m> 7 7 7 7 .. N N N ' N 0 coo N N a N N N 10 N N N 10 N W N N N N N N N N N -N 0 N N 0 O O 0 O O O 10 N I� 00 O, W O N N' W O, W O D I W 10 O N O O N O A A' M' p O i 0 10 0 r i O N N 000 Ni N N O N O O r' M O) M 1� W N (V R N N 1� O M 7 N O O O O d ° Y m m C O w 0@ C 00 O o o o o 0 o cn a d n a a g, a 0 F U U V°° U U U p 0 0 0 0 0 0 y) cO N U U O N N F N N O L(J U U N N t7 M 0 0 L N N N (V (V N N N N M V m N N U U U O F �z �z �_ �_ �_ � � m O O w W O 7 O 7 O O O N O O 7 W O O O O I I I I � 7 t o t I l l t l o l O O O O D � O O N � O O p > > > 7 7 7 > N N r OJ M M i M I I I I I I I I I I 0 O W m _ m c � c m a bd ��i o f T L n E F cLi c' E a H O E m a m a� d c a m O E o o O O O O N c L N¢ d N O N O N N t+J V O O U s _ x C N O_ L f m m 0 0 0 0 0 0 0 L T ]. X O O..L.. .L-. n N N tit N N L L T T N 4'S T O N l5 N L L L L V� N a a d U L L o 'O O UI N f0 Zl` N O N@ N U U c c T X 0 N? 7 U U U U U U F o 6 0 0 w w x 9 H z m ... s s 4 4 5> X E b m N Contract FY2026-03 PDF Page #137 of 161 I I I I I I I I I I I I Aoly�� l ul ol,.�M O aio=o 1 1 = A �= 7 7 7> > 7 7 7 7> > 7 7 i m i W W W W i W i i W W TT iT�T� 0 10p M fD O V m O m 0 0 M 7_ m 0 m M IOp M m 7 p V N O O O 0 0 0 0 0 O O O O O • � 0 0 0 0 0 0 0 0 O O 0 0 O O O O o O m C o p 7 7> > 7 7 7 7> > 7 7 >> O O O > W W m W W W W W W W W m W OJ W ' A V M O u1 N Ip O M O lOp 7 ap a 0 Ol A V INp 10 N W W W W W W W W W W W W W W W m N p Ol m v ip 0 A m M N O r O O O 0 0 0 0 0 O O O O O O O C G O Q m c M /V p /V O G O O O O O O O O O O O O O O O m N 7❑ ❑ N❑ 7 N 7 ❑ 7= ❑ 7 7 7 m m= M O T Yf G O A 7❑ W M m A O � N 7 m M N i0 Ip R — — m m C m M 0 01 W m M N N A m O O 6 6 O 6 6 0 O 6 0 0 6 O O O O O O m N 0 0 (V O O O O O o o D 7 7 7=1 7>> 7 D 7> > > > 7 o m o >> A 7 - M N N N V _ _ _ m GOQ 0 0RN M O ir a. D D 7 7=1 7>> 7 D 7> > > > ] 7 O O no D 7 D M c W W W m O N N m O A 0 0 7 A m 0 T m O m N H m N i0 Ip R m M M tV A m A N Ip O N fC N m N M N O O O 0 0 0 0 0 O O 0 0 O O O O O O O m O V N O O O ' O O O O O o • D D> > 7 D 7 D 7 > >> > 7 7 > >_ 7 O O O 7 7 7 7 m W M W W M W W N W N Ip A N A m O y N O m 0 0 m m m m O O M M N V N M M i0 N V m m A N A N m m id N M 01 Ip W a' N m N n O O O O O O O O O O O O O O O 0 0 Ci O O Ci 0 O O O O 7 7> > 7 D 7 D 7 D 7> > 7 7 W W W W W W W W W W W W W A mnnnM y O m n m i V V i V V V R i V N-fy M A p N a0 N m M t+W), Imo iC N I O' aMD 0 O O O 0 0 0 0 0 O O O O O O O m m O O N (rj O m N M m O I'� V O O O M o o o o 0 o o o O O co o O O O o 0 0 O o >> 7 7 7 7 7 7 7 ' m 7 7 7 m m 0 O N m m n N W V N M O) A m W m A A M W M W W iC M m A pAj o M m W W O q m m M N N V m W W IO W m m V O N O M N V N W M O O 0 0 0 0 0 0 0 O O O O O O O N N m M N G O O O O p 7 7 7> > > >> 7 7 m O O 7 7 I I I In W 1p IO N W W M I I W M I N 1p I W I I W W M N m v o N q o m o lO,� u? 7 N m N m I IA•i W I o m in W AmW W Ip A Am r� v �oN�oo �mvlA I A� m N m O a O o O o O o O o 66 O 6 do Ci 0 iNp c A O N' N' 69 N O oo m ❑ 7 ❑ 7❑❑ ❑ m 7 ❑ ❑ D I I I I I N!;: I rWi vAi rmi�� I t l Ap l I I ApN I I tO I I l t o �mr��ovm� nI�IOdM7Nlmp I �� mq I t o t Ism O O O O O O O O O G O O O O O p 0 O O A O O M 0 0 iV O O O O O. O Ci O O O O O O O O O oo > > 7 7 =1 7 > > > > 7 > M M M M v M M M M v M M M M 7] 7 7 p 7 p 0 7 7 7 7 m 7 V V A V A V W Ip 0 c O W N ly N O ly W N W M N M O O {m7 N n M 0 0 8 a 8 8 O O O N A W A N O O M A O O O o o'. 0 0 o O G o o O O O o O O m 0 m' M O O Q O O N O 00 O O O O O. 0 0 0 d CI O O O O 7 > > > 7 7 > > > > > > 7 7 > > > > > 7 7 7 7 7 7 N > > 7 7> > 7 7 7 7> > t n O m m M O m 7 M M Ip V A m N INh N V A V o W❑ > 7 ❑ 7 7 M W M V M 10 '0 7 V M m V N M M N Ip V a N m m O m m Y9 i N fV V 0 0 N N M A A N M m M M A W m M M v i N' v O N 0 0 0 0 m 0 0 0 0 O O O O O O O O c N O 0 0 0 0 0 N O N 0 O N O O m O c M ' v 0 0 W M G O O 77> >7 D7 7 D 7> > 7 7 � In DN p� Ip p >> � m � m ' M W m W N W❑ M V W W M W N Ip m O W N A C9 O O N 7 N W IV p i W m I ' M Ip V' V fM W Ip I W t O t N M I A I I M v G N o IAp W A o a0 6 0 i m a i O O N O o o o o 0 o 0 O O o O O O O o O O O _ 7 7 7 7 7> > 7 7 7 >> p p > i M W m N A M W= i m I i v A I W i W m V m O W m p H N 7 N Imp i m^ p m i 001 i A D G N O O O o 0 0 0 c O O O O O O O O O pO 7 7 O a M o IOp a p D p O m el 7 m O O O O O O O O O O O O O O O O M W n IV {V Ip N o o� O N 6 O iV 7 7❑ ❑ 7❑ 7❑ 7 ❑ 7❑ ❑ 7 7 7 0 ❑ 7 O� N M O� N 0 7 0 N 7 m m V N O o m m m N m a m m A A M mIOp r � N V 17 O No ❑ Ip fA C aG {V N A N 1+1 N y N M M p O M IV ❑❑ N O O O O a 7 m 0 m p m M o N A V O N m m fV N p o 10 O N m m iC 10 aG W o m M V O N G m j J O o C N d U W � m � L d d ❑ a y T d O. d C N C d T^ p' L� d d U C d T N N E � ❑� � l0 v r 9 C 9 E d N Y a N W N d m d d N t t O O 'O s T a a_ t L r C O O Ocli d E O. d N J d L T Ip = E •`• b p N> m 2 O O O O n t d C A N a O) Y U L L L L d C L' L' O. a L d 0 0 0 0 0 0 0 0L, J T E E 3 C ? U d O N 2 j a Z Z O y N Q E o `o £ o m m m `4 0 0 0 0 0'o U U U w m d U N S .tT. m d u. u o 0 0 0 o d 1 m o d w o u E�>� E � � m � > > a : aEi � E E Q m d m d p?� F c co o U U z m d£ c c c N c c c m m � m m O a m E>> x x x m a z Z z al d 10 n N' 2' a E a n o o rn Y L m m o t `m m m o 0 0 0 0 o G E RIM: U U d d d N d d d ._ ._ ._ ._ L ,_ d d d a N N L L T d N d f0 l0 L O O @ 10 U c QQ QvvvvvvQQQ m m m m m m m a a a amUaaO❑Oli IiSSSS_ z z z'z a as a 2<<mmUUUUU ��'z (on fn F F 7� N U' (pUSU�ZZZZfnFK7FF Contract FY2026-03 PDF Page #138 of 161 Contract FY2026-03 PDF Page #139 of 161 ��r 3333 33 3 333333�,333,3333333333 3333 3 33 3 3�3333333333333 O O N N N N N M 7 W N V V N p' <h N O 0 0 0 O O O O 0 0 O 0 0 0 0 0 0 N � O � � 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O p O D O 0 0 0 0 0 0 0 0 0 0 0 0 7 ^ (`^') O O O N C5 N N' N N PM I� In M CO M fD � O) N O I� W O O) N O V � ^ OJ N V N M p N OJ M 0 0 6 0 0 0 0 0 0 O 000000 O O N 0 0 0 0 0 0 6 6 6 0 6 6 6 O 00 O 0 0 O 6 0 6 6 6 0 6 0 0 0 606 00 �NN NN I M I `c M COMfp I I I mv,� MM ' O O 0 0 0 0 0 O 0 0 0 0 0 O N O 0 0 0 0 0 0 0 0 0 0 O M 00 0 0 0 0 O .6 7 7 7 7 7 7 7 7 » > 7 7 7 7 7 7 7 7 7 7 7 7 7 7 A 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 IVW M. O O O O N N It N N N' N 7 N . O) �O c 0) i0 W fp M' O' p, C fp W I O) N M C7 N th 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 00 N Cq . 0 0 0 0' 0 0 O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O' O 0 0 0 0 0 0 0 0 0 0 0 0 0 t o 7 7�= 7 � O N N N N N N N l0 N M O O 7777777W77M M O (V N <V N N N I I 7777 N N N 77 ^ �� 7 , 7> >>> N N > 77 777777 V 77 M�7=77p� CM,I N N N i �O ' O N N N N 7 7 7 M m o 0N C'? N N' 0' O N V N N N 0N' 0 0 N N N N N N N 7 N N y O Q N 0 N N N N O � O y u >> 7 7 >> 7 7 >> 7 7 _ 7 D 7 D 7 D o D 7 M 7 7= 7 7 7 7 7 7 N N N N N N N N N N N N N N N N N N N N N N O N �O N N N l0 lU N �M,I N N N i0 N O O I NNNN'NN'= 1 704 4 4 1 4 O 71 =0 , NNNNN' N N " � N N N' N S N N S N . N N N E �NIN N' 0' ' O' N� � N 09c O N N O N' 00 N N N N N N N >>> 7 I� >>7 7 >>> 7 7 b7>>>7> >7 M7 7 7 777 Dp>>7 7 D D7 N N N N N N N N N N N N N 8 O N m N N N m N N N N N N N 7 � NNN NNNN'N'�NNN�N�'NN�'��NNlONNN�ONON�N N �N ��O''O'N��NN�NNlON'00 I I I I I I I I ICI c I INI M I I I N C N N � 0 0 N N C N O c c O N O N 0- N E E C L L O 00 U O V 0 0 0 0 0 o o `o o O o `o o O (DF O F U U L L U U U U U O Mc'! F c' F H U_ U_ F H F o U U N N N O n M a N M A N N N 3 O O 3 O O D l o O O t l t l t l t l 7 o l l O O N O M n 000 t00 c O) N M '? O N I IV M O N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N tV I I M N M I I I I I I I I I ICR I m {V I I I I I m {V Y W m F C Ql C d W Y C lrCO L N U O N d U Ul N E 9 ,O W 9 C O O O F y@ L w E m o o E E c o E :° d o r o o `o m E T Y n a> in Eo CO E O NN7.. O T`JN E E Q Ct'CrC O O OOO OL w RO 3O OO OO 7 7 E Dro sc o<<o Contract FY2026-03 PDF Page #140 of 161 N fp M N Ma SM N N fp O N N {+p1 cOD ^ M N m N W a 0 0 M aND O O N N 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O 0 0 0 O O O O O O O 0 0 O O O M M = = V M M M M � M ❑ M M ❑ 7 ❑ ❑ O ❑ ❑ ❑ O ❑ 7 ❑ ❑ ❑ ❑ ❑ 7 � ❑ t l l v t y^ I^ I I I v l l t co N m N v o m N^ o N 7 N m M m N I M I o M O M m O {y N m V O O O 0 O O I z 0 0 0 D 0 0 0 0 O O O O O O O O O O M O O N O 6 0 � O c O O O O O o 0 0 0 O O O O O O O O > > > > > > > > > > > > > > > > > > D A > 7 0 a r o 7 > > 7 a m 6� CO N l0 m 7 7 N 7 A>> 7 7 7 7 7 7 7 m M� M N N= 7�� M= 7 N N O M M N p N O � M M N N ❑ m, , 7 I a , M M V N ^ V M �O M V V000000 V N V M M Of M N V A N i N (G N N O ON a 0 0 c O N 0 N N M A � N A N M O O N O N E O N m 0 a m a � O � O � O O O O O O O O O a O O O m 0 � 00 M cD W N N T❑ M V �O �O M tp O c O cD N m N O m 7 (O N N M N V V M IQ N <O O N M A M V N N O M cD O N N N m m O O N O O O 0 0 0 0 0 0 0 O O 0 0 O O O O O O N O .6 a-O C N N �� t+0/ W � y N N� V N � Np � � N V❑ N V M U U U 7 7> > 7 T o m» o N o N o M o 7 0 m M o I I o 0 T�T�T�' v » 7 77777 7 7 » 7 > > n 770� 7 �m oa 7 D7 Dm cq 7 °p m I I I I I I I o0 N O M o N m I' O N O o � � N ? v V I I O O O O O O O O O O O O O O O N O � N M � N N � M <D m^ N :2 N O M m ❑ 7 ❑ N ❑ m I I I I I I I I I I I I I N M G C r, N M n � a 1p o o y N N c m I N N M m^ m m A N 0 M 7 N m I I I I N v N--k Nm N wo NO oao 7 N o m NiV M O O iV O M N G Lq O O 7 7 N � � O m A m N Cf O A N m 7] A N m A O O 01 O^ N O "j O O _ iy a M❑❑ 7❑ N O m a❑ 7❑ 7 m ❑ m ❑ N m m y m 0 N O O r N za as Q I. A m 7 N O 7 7 7 N 7 7 p N m V N N N N 7 m V m 7 p 1 1O N N m m 77 N n N O N 1ff N Oi N tV O N O O N � N � A m^>> m ^ 0 7 0 7 m 7 m _ N N 01 N p M Q m 7 N ^ M N c 0 N o O OO N OO A M N O N ^ N � m N m 0 0 m 7=1 ^ m m N m n 7 v m n 7 N 7 M 7 7 N I I I I I 1V fVN m oN�nM �doNo OA MN ? O J O M O M N l0 U U U ❑ m L y N � ❑ _ 9 (n O L A d N ? J O O F E c❑ O N -o LI O p N l6 L O T L i s •L• N L C N L L L C L L E T 7 a 3 a O O O L T d d L L L c O O O :11M C E O. d 2 N J y L N X A= E @ O N M 2 y o 0 o L n n n coa m m a v V o 0 o s a�i c �• co a S, L m o 0 0 o c L > >' E? > > E E U m m= c c c c m rn N a T❑ O N .r0` C C L N N N N N N N U U U W m O m O C L N N o N C L O O O C C C N E C J E .E !6 O_ C W N C J d L C 3 C p Np11 p Np11 p Np11 Np� -❑ .J.. j FI O N N C C C C C C C .�`. C C O O O X X X d O. Z Z Z C N N d .- y -c Z' 9 U O C (O m U U Z U U c N m N m m m m N m N m J , , a 41 E J J Q d ry D 0 W '' N N lO l6 0 0 0 N l0 f0 U y> O C q C YI Q v 4 4 4 4 4 0 0 0 m m m m m m m a a D a m U v a❑❑❑ LL LL 2 2 2_ N Z Z Z Z d d d d m Q Q m m 0 0 0 U U 2 2 N N IE F 7> N U' a] U= U Z Z Z Z V) H K H H Contract FY2026-03 PDF Page #141 of 161 Contract FY2026-03 PDF Page #142 of 161 7 > > > > > > D 7 7 7 > > > > > > > 7 7 7 > > ] > > > > > > 7 N > > > > > > > > 7 N �� ao �n aow 100 ao III I MN N a 0 mao�ro 0 mOao coN v, w cq t vco I I I mO00v, �n ao �ovm N c ro l I I O I O • O O O O 00 000 O M 0 0 0- 0..— O O 00 O ...... 00 0 O m 11=1 N, n 7 D 7 D 7 7 7 7 7 7 7 7 7 7 7 7 7 j 7 7 7 7 7 7 7 7 7 7 7 j 7 7 7 7 lD N O O OO O 6 6 O O 6 6 i Ow 66 O O <O a — 6 a V 6 6 iV, O th O 0 0 0 0 6 6 6 — O O O O O 66 O O i 1 m N O R� 0 0 V 0 0 V 0 0 a 0 O O N N O O i O 0) 6 p 7» =1 D 7 D 7 7 7 7 7 7 7 7 7 N 7 a 7 7 7 7 7 7 7�> > 7 D 7 7 7 7 7 0 i 7 7 D 0 7 D 7 7 O 7 7 a 0 7 7 N 7 O i I • O 0 0 O 0 0 0 0 0 0 O 0 0 0 O m O 000 ... a- 0000 O 00 O N 0 O v- 0 0 - 0 0 V 0 O O N 00 O O 7>> 7 D 7 D 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7> > O 7 7 7 7 7 7 7 M 7 D 7 D 7 7 7 7 7 7 7 7 M N_ O 0gi00 0 0'taViv 0 Na aN't p�OV 0 O�R�Vt a 7ai0i 1 OOv- N ,fOaO NOi N I N 00 O O 0 0 0 0 0 0 O 0 0 O m O 000 p 0 0 — 0000 O 00 O p 0 0 0 0 0 — O O 00 7 O 7 0 0 7 i 0 7 cq 7 0 7 7 <O 7 7 V i 7 7 N 7 D 7 7 7 N 7 O 7 7�> O O > O't 7 7 7 a 7 7 7 7 i 0 i 0 O 7� O 7� 7 7 O 7 7 a O 7 N 7 O i N _ • O O Q V O O O O O O O a O a O O v O th V f0 a O a O O O V't O O O O V' O O O O a O O O N p R O O V- O O t O — O O N O O O 7 7 7>> >> > 7 D 7 D 7 D=, D 7 D 7 D 7 D' =)>>> > >> > 7 7 >>> >>> D m 7 M O V M O i� 7 N r O W 0� a 6 V N 6 V ' N ' m N Cl N W 6 0 O 0 0 0 0 0 0 O 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0666 O 66 O' O p 0 0 0 0 0 0 0 0 0 0 0 0 0 I O M O M O i N r O� W i O a h 0 A m ' O' ' O N, 0 0 O O O O O 0 0 O 000066 O 606066666 0666 O 66 O O N N M n �p V M O f2 0 N O r W a O 6 V N M , N ' m V M N O N W V 0 0 O 0 0 0 0 .0 O 000006 O 0 0 0 066666 066 O 66 O' C 0 0 0 0 ..0.00 0' 0 0 O 7 7 n =1 D =1 7 7 7 7 7 7 ] 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 D 7 D 7 7 7 7 7 7 7 O O O W r W N i M N 7 M O a N W N N O N O N O N N I� N N N N M� a N V (7 O N O i0 O M M O N M N O M O N a l n I ' i0 N V m N Cl! N N M N M 7 M O O O 0 0 0 0 0 6 O N O O O O O M N N — O O O O O N O 6 6 0 0 0 0 0 O O O N O O O O O O O N 00 000. U U U O � � @ W CO C C L O m @ C00 d J O C c C 0 L @ O c p C c @ W a L O m W 0 C c @ c cc@ 26LN N O O O c a 0 Nao U U ' ' 0 0 0 EOL@O@ O O O O O M 0 @ LOEU@— 0O rL OZ . n '0tCO a Jcno 12 0 @ 0 Up p c@ O UDU or a 02 2 0EpN J F F U0U0U0U0U0 L O U@ o N N oo0000O 0 0 0 o cNy T T L M O p,VD. 0O O U . OOO O O ON 06 LE 0- N Ut cU L NVT @ _U fO S U U NZNQ 0 U N N N N N N N N N N M Contract FY2026-03 PDF Page #143 of 161 »> »»>D m » I I I I I I mmm I mwmallom I I I ro l I m t I aNOm I I m I I w l allo u7ivooam�oovf�77 7m ']An, =1 O O O O O O O O O O O O O O O O p p 0 O O p • Maw ' ❑ ' 10 H H O M O O O 0 0 0 0 0 O O O O O p O O O O O O Lq M H c m O O M � O iD Ol ❑ W ul H � O� A ❑ V N O V N M o V N o i0 c O O l0 M r o vi O H M O O O O O O O O O O O O O p o O O O O M O O O O O N O O O • O 7 7 7 > > > > > > > > > > > > 7 O O > > 7 M N N N a N R Of N' O iD M M C V O Ol 7 �p 7 H N o O ❑ o O O O O O O H V o Ol M O N M N' A n O H M p 0 0 O 0 0 p O O O p O O O 0 0' O O M o p O O O O > > > > > > > > > > > 7 > n n p O 7 n 7 > 7 7 M N 7 i0 �O N M c' O a O p M O A 0 7 A O Ol T y cD Ol 7 O �O NO p 0 N N N O M o V m A V O O N O i0 O r A fG 0 0 O p 0 0 O 0 0 p o O O p o O O O O O O N O O O O N O • -_ ❑ = ❑ ❑ ❑ ❑ ❑ ❑ D ❑ D ❑ ❑ ❑ ❑ ❑ 7 7 ❑ ❑ ❑ � ❑ n � m m O M O) !'! 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C@ O O X X X@ n Z Z Z C@@ d N .- Z' 9 U O L n C U U O O O O V C (p m U U Z U U C@@@@@@@ N N N@ J L d E J J d@ ry D 0 `-' @ L L T d C f0 @@@ O O O d@@ U@> @ C C@ O@ �p �p N- .�-- Q a 7 a 7 a a a a m m m m m m m a m a A m U 9 9❑❑❑ M LL x x x_ N z z z z a a a a i a a m m U U U U U- J i Z m m F F > A t9 m U x U z Z z z to K=1 F F Contract FY2026-03 PDF Page #144 of 161 Contract FY2026-03 PDF Page #145 of 161 0 v I.-.- >> 0 0 0 0 o 0 0 o 0 0 0 o o o 0 0 o o o 0 0 0 0 0 0 0 0 0 0 o o o 0 0 0 0 0 0 o 0 0 0 Id o 0 0 0 0 0 0 0 0 0 0 0 0 �I77TT�T�T�T T�T�T N N N N N N N N N N N A N N N N N �O N N N i0 N i0 N N N N N l0 l0 N N N tV N N i0 N 7>> 7 7 7 7 7 7 7 p >> M >> 7 7 7 7 7>» 7 7» 7 7 7 7 7 7 7 N 7 7»>> 7 7 7 LO 10 N u0 u0 O O O N M N l0 40 l0 N O N O c O c O O O c 0 O' c o 0 7 7 7 7 7 7 7 7 7 7 7 7 7 » 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 N N , N l0 l0 M i 0 0 fV i 0 a a � M N � a c LO N N N R R R R R R R R R N R R N R R N N N R N R R R R R R R N R N R d R R R R R R R R R R R R R @ R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R @ R R R R R R R R R R R R R R R aaa aaaa aaa a a -oa a'oa aaa-o a-Raaaaaaaaa v as a aaaaa aaaaaaa n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n nnn n n n n n n n❑ 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn 000 Coco 000 0 0 00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 o cocoa 0000000 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N @ @ R R @ R @ @ R @ @ @ R @ @ R @ @ R @ R @ R @ R @ @ @ @ @ R @ @ @ R R R @ R @ R @ @ @ @ R @ R co r 5 R R w w 0 U) 0 @ R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R @ R R R R R R R R R R R R R R R J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J .. J J J J J J J J J J J J J ooa aoao oao a a ao oao oaoaoaoaoaoaoao a oa a aoaoa aoaoaoa l0 3 U i N 0 O O N 0 0 0 Na MN O O N O O i 0 i U C D N C R (L m C N O LLu r mNO0 O N OC Oc N0N O O 2 L NCCRcNcN L O n0N o`O -trNCEr CNURRC LU LLcJOO CAC O O dN CDOO E oC —0 00 E O 000 CO 0 OOOOOO O? r:LCUt�d CMNCC dRTRC O OM0O J� L0 7 O 0:aOO jL r t0O Ln LNn C@U L Rd CRI`0 O D U N F O N F] O00 O OOOME E O 0 E N 0OO LL O_t 0 L^ yC n m 0 tij N >� > N N Qmmmm U U U U U U U 5 U O W W m m Z(>> a Q Q co ca lL IL co inU0(n Contract FY2026-03 PDF Page #146 of 161 - O =1 o G N 7 D m T�T�T T N - p V M M O pNp W A m V m 001 O V O M N 7 OA1 o O 7 V 7 a O O V th N IOn M M M 7 N O A y iV u1 O N N O m O - a0 ro a s N l0 N N 7 7 7 7 N 7 a�D 7 O » N y m O N 7 yj (O O O N O lU a0 u'i H - N O O A H I(1 N N Y> � O O ON M O V N - O H O M N N m M IG m OOf - O O O N O N M O Oi A M A C N M N (j N M IG A A � M N O 7 A m 7 Yf N O O N Mzj 7 M 7 7 7 y 7 a 7 y 7 7 >> A c A O N N a O O m nj O N N N ri N O1 d@ d@ d d d@ d d@ d@ d @ m m m m m m m m m m m m m m m m m v v v a v a v a v v a v a v v v n nnn n n n n n n n n n n n n 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn cocoa 0 0 o o cocoa o o N N N N N N N N N N N N N N N N d @ d@ d m m m m m a v a v a n n n n n 7 7 7 7 7 rn rn rn rn rn 0 0 0 o 0 N N N N N d d m m v v n n D 7 rn rn 0 0 N N N N N N N . 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O O 2 2 2 Q Q Q Q Q Q a d Q Q m m U U U 00- 2 m 65 F » N O' m U m 02 1 m H F F F N n E m t c S m m @ ai £ m � o O - n m n @ N U - @ C CU J N @ > v E m r O n � n msY mmm- H m m v q_ n o 3 v n > r d = v O v @ r ry U r U O @ @ > C a o E c o 0 pmJ @ a � v c E @ @ L U @ V U @ N @ U @ d p N E °m d @ @ @ @ w c O O m d v N � � @ N D N 0 o 3 @ L N U � � U r . Q? - m m o d o @ O U c S]O J @ m @ 3 m @ c Q c c @ m m o o @ @ @ @ @ L z° F r ~ r ~ !I a x@ Contract FY2026-03 PDF Page #147 of 161 (O N O 7 7 7 7 1 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1 1 7 7 N 7 7 7 7 7 7 7 7 7 7 0 0 N N M i a N c m W V N a 7 M i i N i M 0 N N O) O) 0 0 O O O O coo O O o 0 0 0 O O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O . 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T p N N N V Q Q Q m m m m m U U U U U U -F, -U 5 D 5 O W W H Z cn r r .� .� F F 1 1 X E b m N Q Q Q m m 16i I U D E: LL C Contract FY2026-03 PDF Page #148 of 161 O O O) M M O N l0 Ifj O aD A aD 10 O N A 6 c� O O N M N N O O rD O M O N 10 V O i m O, i Cl A MO i Q 0 0 0 0 0� o o A o C� �o� oo � O o d M 7 N D 0 0 do 0 0 :M 0 0 c p N N � C 00 � M V O O G N= O 7 0 aD N N Ol M O N O O O 7 <O aD O O O aD O O C{+O/ O O Q O 0 O W 7 7 N 10 M V 6O ' 7 7 c p 7 O O ao 7 N q A O m p 7 M N 7 O m � 01 NO 0 , O O O 7 O O M O O 0 N O — O Q N 7 N O D 7 o O 7 O 7» N 7 0 N N 0 7 0 = O� {+! 7 t a T A I 00 �oai �cd��Mvuoi��oo�o� Leo o C 7 7 7 7 a 7 7 7 7 m 0 7 0 7 7 7 7 >> M 7 7 M O O 00 O O C O M N N A -. 7 O I to N Ol t+A! M M A N O pOj OD m � O O CO M M O O a O M O a0 O O O O O O 1f1 Of N C O N 0 O ' O N O y M A ' OOI IO NOOOO'M�OOO�t07O00, 7M I��OONO�7'� I'I li i 66 p M A 0 0 0 V pl p Oal N' N O O ' A O M N N M V C C O O O • C O 0 0 O C D O Yf A 0 N N V aD == aD D O G fV C OI eM0 V M N N O O ' V H a ' N' a 10 N 0 0 0 O O r CI O O O O N N y O Q N p O O O N N N r M N N f0 M M N U a D M O O O d N Ol N O V V W p , M m, O m, O O {O7 O O O pOj O N c O c O M M O Of V M C O N N N CO OOl rn M N O , M' CR N O O O O M n 0 N N W Y1 IA M A 10 W O p O C Q M 7 O m 0 =) O GO n m O 0 A O . eG V 0 O Ol >> 7 N 0 m , n O A a N, ;Im , M tV , m M _ o o N C p C p- V V C c � o 0 o N A N 00 �M._ O O 7 N O a�D O N m m � O V N y A N n N A f0 O 0 top 0 i N N N Yi i i n i tV i 01 a 10 N C O 0 0 G p � N MO = D V S O= o W m O -- D O 7 7 O A M M i i N i 7 N MO N 7 O O O O O O O O O O Y/ m O l {Oil O IO0 O Q C O N i 7 7 N 7 V p YO 7 7 M O M a0 7 7 N ' i V i N i a , i O i i • O O 0 0 � O G O O N N � V � � O p c N Yf M, c, a M O C C 7 tV C o O M fG O Q O O O D 7 >> p 7 O >> 7 NO M 6 (O N O A O M� O 0 CO O CO Ol N N O Q O O O O O pOl O O � e+ 7 7 0 7 7 0 7 N 0 7 0 o m m C4 N N U U C r Ory d J N C E N A N @ U U U L,,, N N m m N c v d o d 3 u 0 m E 0 E@ S C d O OI E N tL.1 U O 10 @ E Q Z Z Q tY6 y` d E T C E _� E ^� m m > ? v E E l0 n D) N 2 L S d E c a`! d a`! d p? d E C J 0) D) 0) D) N 9 F = o f d t d o. Y q Z F ~ H~ II II @ LL E A ry Y d C N O Y d> f0 N C C d@@ L O L @ C U @= D) O O O O YO d O L@@@ .- = .- .- O O O Q Q Q O II m O OI Q d 0 c'n ¢aa�Q`Qmm3)3)6c)c�-��mzmy .. .- r r7>N 0in U Sc� 2 z z z 2(1)F- l-r z m��» E -.r c� . Contract FY2026-03 PDF Page #149 of 161 c 00 IN N" I" N' 7 0 I 000 I p � I W' I I » I= » o 0 0 N' N N N N N N N N N O N N O = N N 10 N N N 10 N 10 N N N' O O N* N� N N 10 N M O O =i7 7 7i=) 7i71 , i71=, =i ,'7 7i7 7i ` , 7 7 > > 7 7 7 > > 7 7 7 , ' � � � 7 , 7 , 7 � 7 � 7 7 O o 0 .... ... .... .. 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0 O I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO 0 > > i0 > > i0 > > > N 7 O 7 > > N O > I 0 > 7 0 0 7 0 > > 7 > 7 W � 7 > M N > > 10 7 > > > > > i0 u? > I 7 7 N 7 7 7 N 7 > > > p > 7 I N 7= 7 7 N M l0 W l0 W W i W W W i 10 W W W i W W W W l0 W W W N W • � O O O O O O O O O P � � 0 0 O � M 0 0 � � O Q Ci � O' O � � Ci O O P � O 0 0 0 0 � � 0 0 O N y O Q N p U1 a 7777 777 7�» 7 �� 7 N �»»j 77777777> > 77 �77»> j77�» y O C po O O O O O O O .. O. 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O O O O O O O O O O O O O = >_ >_ >_ 7 �_ N O M O O _> N _> O N O _> N O ' O O 0 0 0 0 0 0 0 p 0 0 0 p 0 > > > > > 7 7 > > > > 7 7 7 I�nnnnu�r�n�ln�r� O O Oa �O O O Oa �O O O W 0 O O 0 0 O O 0 W O O O O D O O O Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O N j > N U l0 - C N to (V O O O O O l0 p p O O O 00 N, W r O, N I 10 I to O, W O p i W 10 O M M O 10 O O N m O n r, M, N 7 W ap O N O a m m o E rn £ L m L m E c o £ m e m d W m m o an d o m ru w c m ru c m c oo ooLo 0n r 0 o£o o EU £_m amNC�TnN £ Lo a00O E 00 L?�O F L co 023 21Q 000 UV Ec — p C N AVOU c Nd N3 OL(i OOO` O O O O nOOO o O ON N N OO p UVTc OO OO NNN th L a UQ pp Um 2Z m fUUUUUiU0000W t1 1 X O N UmNO LLO 0 ll m co m mUD iFL(V( Contract FY2026-03 PDF Page #150 of 161 D_ 0 0 O O O W � 7 O= fp tp O N 7 O M N a O O O O= M N O 7 O O N 7 O I O A f0 I 7 I v N I a i CD M � A � N � m >> M>> O 7 M N O O 0 >>>> 7=1 M I I 0 0 0 o ai o o o o a o 0 0 0 0 o o o o p G O b 0 o m 7 I i I N i > 0 > 0 CO CO N N N O O H N O O N � O t00 N M A O O � O 7 IA A O 7 7 7 Owl N N O N 7 7 7 V O O 7 O N N N tV _ m O O O a > fG > N > > 7 > O (O 00 7 N > O N > No > > N N N O I N CO W V N (O =' N N D M 0 O N I y N n= V M on � A n- N A _ �=, GD I ' M ' W O N N IL O • 0 0 O p tC O O N 0 0 N o M G N O p {V N {p O O O O NN 7' N7A0�M'�WOMO17700 N O m 0 m Qj N N c0 O 77 i c �= N a�N�c07 M N A O O GD iO I N A O O O O O > A >> 7 A 7 m O O a M O O V O A 7> 7 00 c 7 ' c O N D N N I 7 • mm O O O O O O O O O O O M O O O 7 0 fD 7 N m N N p ap I O V O O O > V M N V N N > 0 N O > 0 0 M A I 7 N N O I M O I i m' a- I= N O M N M N Dn O N O w i N 7 i i O O O p O O G C G G C G N O C 7 CD c' A A M O A N O V {y fD O m M A O N I N N M N ao O N W 0 0 C O O O Ol p N D O tV fG O 01 o o C D A O =I' OD N � V IA G' 7 O O N O N n n N M N N O N N no O O N A c N -R O N 0 7 N 0 7' I N V 7 N= V A c N ' p' q V N 7 O) N 7 N O M M CNO 6 0 O O O G O O N N O O O O Oo O 7 A V o 7 A O V 7] N 7 M 7 V N 7 N yy N » i i i N N i N O o O 0 N M A o O A M o' O - �-dj m M n O N � A �p O o c O .6 O aD - 0 0 0� o om o o o o o 7 7 N» 0 0 o M' o A N O 7 O O 7> >] N' V M N M M th N M m O M O O N A N M M N M y M N N m N M A N <D O i i NO 0 A O O O O Ci 0 0 0 M O O M Ci O m 7 .O � A N n 7 m C O. 0 0 7 �' M dp M O om o M O N A N N V N N O N Q m I A '7 N m i O N i NO A M i N N i O I o 7 �O O M A - 6 0 0 0 0 0 ow O o a G p ty O G > a�D fG > N 7 N 7O O I A O N 00 H 7 N 0 7 tOp i 0 O i i fAD A i N i eG i 0 O O O 0 p O J C N N O O m £ a m M N Z m- d m a m w o E E E E `m m m 2 > > :a : L m E m m d m d o _ rn p g Q F m a= O` U d O U O) O Y j L t0 d O L f0 lO t0 0 0 0 0 D ip QG� Q 2= F Q Q a a E Q Q m m U U U 2 J Z fn fn F F 7 N U' fo U S U Z Z Z Z fn F 7 F F Contract FY2026-03 PDF Page #151 of 161 '= = '= = == W W aM- 0 W O O N i N W of ' N N O ON NO ' 0 W W N W= N W N <O W= "TWO ' i V i aD i W- 9 O N V- W N V of N c W i O O O aOD O O aOD O O aOD O O aOD O O COD O O O 6 6 O .... ... 0 0 0 a- M .... ..... ... O .. V - O 0 0 0 0 .. O O 0 .............. _ _ _ _ _ _ _ _ _ _ _ _ IA N O p CO V W i CD W i V7 V V � i � V ' V N V ' V � N � CA O W � � t0 V W � � � i � i � � CD i Cp N CO V � V � O V CD N N W i CD W CD W CD CO CD CO CD CO CD W CD CO O 666 Coco O o O O � 0 0 0 O M O 0 0 0 0 0 0 0 0 � 0 0 0 0 0 O O O O O 0 ... 0 0 - 0 0 00 O O O O O O O O O O O O O O O O O O O O O O O O O O O O 6 0 W 0000 W CD i CD 000 W CJ i R - V V 0 0 V 0 V O i V N V M O i V N O O = O c W CD 0 0 V V- 0 0 V- - 0 V 0 0 V V 0 0 i V O i V 000 V- i N O CO V O O V V O O CJ O - V m O O N N 00 W i O M N O O .. O lip O IVO . O • - O O 0 6 0 O O O O O O O O = _ _ _ _ _ _ _ _ _ _ _ _ _ _ = j _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N N _ W W CD i CD W CD i C] NN N V V N W N W i V i CD i N W V CJ V CD N N CO V N 0 p� m V m O V O mO M O O O O' 0 0 0 O p 0 0 0 0 0 0 0 O 0 0 0 0 O 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ D = _ _ _ _ _ _ _ _ =__ N = - M O W W m i m Cp CD i m V V _ V _ N V _ N _ V c CO m V V m V- V V V i V i V V CD i = Ip N W V CJ V CD _ N N W i 1p N O N N V • 0 0 0 O O O O O O O 0 0 0 O M O O O O 0 0 0 0 0 0 0 0 0 O O O O O 0 0 0 0 0 0 0 0 O O O 000 O 0 0 O 0 0 O 0 0 0 0 O 0 0 0 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ = rn rn = > 0 0 Cl! M' V T V N 6 6 a o N 0 M N O O 6 0 a O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O p 0 0 0 0 0 0 0 000 0 .. O d a O O Q 0 0 0 0 0 66 O O O _ = - rn = _ _ _ _ = 7 7 = 7 7 7 7 = _ _ _ _ _ = 7 7 7 = 7 = 7 = 7 = 7 7 = 7 7 7 = A = _ _ _ _ _ _ _ _ _ _ _ = A 0 A A 0 A A 0 0 . A O O A A O O A . O O A A A O O O N A N M M N M' A a c c O= N ' c W T' O V N c m c (c a c O c ' c N O M N O O M O c m O O M N T c m ' 0 V 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 O O O O O ..a O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O = 7 7 7 7 7 7 == 7 7 7 7 = _ = 7 7 7= 7 7 7 7= 7 7 7 7 7 7 7 7 7 7 7= 7 = ___ ___= N a M N ' O V V BOO N M �O T A <O �O N O CD O A O M O 0 0 O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O 0 0 0 0 0 6 0 0 0 0 0 0 m _ _ = _ = _ _ _ CA A CA O N M W N V N O N N N N i N i A N N N N N V M N CJ M N �p l0 M O CJ M M N N' m M' N O V M N V W N N N O m M N N N M N f0 M 4p V M 1p C] O� w a M n CA M O n 6-6 000 0 0 co N cocoa M N cocoa N 000000 0 0 O 00 N N 6000000 N co 0 666 6000000 0 0 0 0 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = j = _ _ _ _ _ _ _ _ V N ' M M M' A 4p M W M N= i r W O Ol i V O A O) 1p CA A M N 1p M O A A CJ W M N O M A N A 1p W N p) CA M O N O O N_ �_ O M O m l0 M CA M �p M M 1p N O O N O O N Coco N N N 000 N V 000000 N O N O O O O N V O O O O V O G O 0 0 0' O 0 N 0 0' O 0 0 6 0 6 6 6 0 N 6 0 W 0 0 6 0 0 O O 0 0 O 0 O O 0 0 O O 0 0 O O 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O _ = _ _ _ _ _ _ = 7 = _ _ _ _ = _ _ = 7 7 7 = 7 7 7 = 7 = 7 7 7 7 7 _ 7 in Nm = _ _ _ _ _ _ _ _ _ _ _ = N CA N N m m N N m m rn N N O) N N CA CA N rn m= _ _ N N m m N 0 N A N M M A c W c O= T A W CA W O m i0 T c N M c O c I N O M N N N c m M O M O T 7 M M M M M M M M M M M 0 0 666. 0 0 0' O O O O O O N O O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 6 o 6 6 6 o 6 0 0 6 0 . 0 O O O O O O O O O O O O O O O O O 0 o 0 o 0 o 0 o o o o o - -D -D D = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = 7 7 7 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 0 I N N A N N N N a N M N N N A N a N M O M O= N ' c W T O m i0 T A N O A O O o i0 N A A ip m O M T M N N M A o W N N M N M 6 0 m O 0 0 0 0 0 0 0 o o 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O - D N m M O O C] A N N N N V N M Cl! N A N V Ip M W M N N A W W tV O A CA 1p N V O A CJ V M 1p O A Q C] M W 0 1p N N M t7 A N A 1p W N p) N ' ' M O r M M l0 4p CD V M M A M 1p V� ip W 1p ip 1p N M A N M O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0' c o o 0 o o 6 0 0 6 6 6 do O o 0 0 0 0 o o 6 0 0 0 6 0 o 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ M O V O C] N A N N N ' N M M N M' A. V CJ 02 M O N i n W W W V O A CA 1p N V CA A CJ V M 1p O N A O C] W M N N �p M M A N A 1p m N O N V W W V M O r V CA M l0 N N V W V M O C] N O N O O V W O N M A O O 0 0 0 0 0 0 coo cocoa 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0' 0 o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U J O O p 0 0 0 1p i N A i i 1p t ' M M i (O 1p M n W O O O m O i� i 0 Aq i 0 1p oo -M r i 1p N O N 0 0 0 o 0 CV In N D (00 N V W Ao M V ,ov o00 O N u M N W co C C L 2 m C) C d C] C] N C C) 6 S N C C C U C � W U C) 0- � C L m m a r o W o • N C1 C c c m m m E o °° c c o= t d c N d d Y c t m o s 2 d s °1 0 w o o O O N N p, N N N D. N U E p .00 U .p_. N C L L L o o o D o m N ° N N g> E o v 2 2 o E N 2 Eo d 7 o s o o o c E o 0 0 2£ L L m £ v d o a= O K m o 2 0 0 0 0 0 0 0 0 0 0 0 0 d a 2 3 s y 10 m o 0 c a m e m' V m m d m a :° c d c m c m o o rn n n £ �' o a o m c r t T p- `m E c N = a t E c E£ c d 2£ =' =' o o p o 0 0 0 0 o d E u u' o r d£ m e E v N D y a C m m m e m `o >. o c c .c@-. a c t c o L s �i m c 2 m s c E o a° E a d° E 0 0 0 0 2 N c d n= N t m t 2 2 p s N X c• 'o N E E E o. s t n n coi 16 :g a rn c c c °' >, 2 U U w o x o d o 0 0 0 o N 2 2 2 2 M o a o 2 �, L L c o o o¢ U m d c N N N O N N D D D O O O O 3 C C C U U m m m o 0 0 0 0 m d c o N N s C C C C C t T N <O C d X Q m U=- U U c�J N O O O O y a s �_ U_ L s -pp O N N N T N O N Cl N T i U U C C) C) C) N C) J Q o o ¢ 2 0 0 0 N N N a Q Q Q m 0] m m m U U U U U U U U n O n O W W- y Z (n F F .�. .m. E H» X E O N N Q Q Q m m m m m U Contract FY2026-03 PDF Page #152 of 161 O) O O) O 7 n N A 7D A M A 0 O tp Inn V c W p CO N O f0 A N V 7 7 CO 01 m m p A l0 j 7 N • - 0 0 O o 0 0 A CSd d d o o d 0 0 0 O O N n M A O 0 M bN D p A ON D O 17 Cp 7 I O 7 A te' O 7 � O O m 0 0 O O O O aD O p 0 O O O CV N O C p 170 M CD V 7 A O > M > 01 m 0 O A 7 7 � 7 CD j 7 N Ol 7 V 9' I 7 m O CD CD N p N M IC1 i0 Oq 0 ' A O N N � CLi O p 0 CO r• ID fD W N R M A O M m CO A aD O O a0 7 7 CO i N 7 a+ N O 'O O N 7 ' p 1C1 m a0 M A 7 7 7 >> Dn. N N In N • p 0 O O 0 0 0 0 ' N O O O O M �O O A O O O 7 � N W- O N O 0 ON aN0 ' O<OO) MA COMD 0 0 60 O 0NO OO 0N 0 QNA - 7 O V7 7 O 7 V 7 CA,� M 7 O 7 V N M N CD N 17 7 W V N 7 M 0 N w 7 N N IO � - O O O O IN 'Ni6 60 O O O A O ma M a o A 0 O CAD W 00 l�0 m O 0 V N O O 0 N 0 0 r _ 7 7 i0 CD n M 7 7 7 A M 7 M A 7 O N I' W A I DD O W m 7 7 N 7 7 M ' ' 7 CO O i 7 N i NO A c i 0 O 00 I� O 00 O O M O o a O 0- Ca M G N M 0�0 O u1 0 p 7 M 7 7 (O 7 Ol A 7 m V O O O 7, CO CO 7 O N O1 7 0 O f0 I N f0 N V' 7 N O 7 <O Q m ' I V N 1 7 N ' NO A p ' N N - - 7 (O V M N A 0 0 0 0 O O A O G O c 0 G O N ONl O p O N N M c �7 , 7�p7I'O'pm A to O W p V O e• 77 7 N <O ' I' W t0 7 A i N A' N O O O Ol O Q 01 p W e• 0 0 N A O p O O 0 Q ry N O O T r OO O p O 7 0 W O N M C p 7 N 7 O 7 7 O 7 7 O ry U V O 7 ' p V G 7 A 7 O _ O 00 O O O O p O O a O O Q O O O 0 O - V 77 N 77077 O p77m W O N A OCp M p m p' 77 O (O 7 � N M 77 O ��' N p' ' 6 d O 6' O 0 O 0 0 � C a0 O G CJ Q Of O r G G W 77 (O p 77 M n p7 V O O^ cro CO CD G Y1 O C W 70 O o p M W m N o 77 7 N O D O 7 c V N ` 7 N O M N G 77 W N o 1Cf A O O o 0 O o 0 O 7 N 1Cf W 7 M 7 7 (O 7 W to 7 p V O O A M W A M N m 1� p p M 7 7 N O 7 <O 7 c H O O A p c 7 N N 7 W 6 0 0 0 O O N O O O O O J f0 V N 0 M p C N N cO N M N l0 m 9 N oiE m Z_ Z��o J i U m Q E _? ' 3 E d E m y m ? > > v" U u d E m z z aci aci m aci o` p? N Q F m aci d E N Z v -' ° a m a C L T d C f0 N l0 W O O O ry O O U y — O C N O iD �D Nzzzz.. K�HaF ¢aa�¢¢`mm00000 i�zo 05 >i 40 co U xUm, u) @ U @ J C_ 9 @ U a@. U E U Z E E W Contract FY2026-03 PDF Page #153 of 161 W M 7> » > 77 ]7 ] ] D ] 77 ] =)7»>>>> > 7 7 W W ip 7 > p > > 77 D77D 7 D7 0 0 O N M M N 7 7 7 7 7 7 7 7 7 >> 7 7 7 7 7 7 7 W » > 7 7 7 7 7 7 7 7 7 7 A W i W a i N i W' W W W W W i W i W' W i W W W W W I W <O A I N N W I W W I M A O O O O ' A W W ' V A ' W W W W A W A N A W w c M M O r fD 0 0 0 Q O M O 0 0 � 60 N O Q O Q O A � �p 00 O O Q In (O � N M O N M �? 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O C C C O L @ C C U C @ W @ C O@ O@ C C O` N W c E d c d c @ £ @ d @ n U sN c OL. OL. C L L@ O@ U N s O N N Y> y r N @ '@O O@ @ O O E N C E E N C W, 9 O O O H a i6 O_ m m O C C@ @ C @-@ a n a c c c w m E E o d `o t o `o o@ E c 0 0 o o o o 0 o r� a n a a m E E @ c@ c o o° o o 2 N J- c o @@ ` L L° n P t J o L @ a o K o o O p p o 0 o E o 0 0 0 o d£ c caN @ `o t E L @ d c m E cLi �_ °� cJ_ d ° maco 0r . m £ m D d m e m° E r n Q ° m t m e o @ W W C7 J r O F U U U U U p 0 0 0 0 0 0@ .�. @ L U @ F NL. @ U G E 9 N p y @ C p N G p 0 T .J.. @ c V 0 0 0 0 n C t 0 N F N F H u F H F a u u o@ t c E o 'a ° E o m a @ o E 0 0 O o 0 0 m @ m >. >. L c cLi c M a `o o Q U a"i n d U p" t~ E c c c o`o `oo s on T o U U m 3 x p'@ o m o 0 0 0 0 0 0 0 m E E E �c�N <oO�c�iNNO�N�iN�O�O�OmU= @ o o 0 0 o�n o 0 0 o��a n_a_%>st x o n�L nE 10 c c c �i>S.rdo6 rpm m<o0�0�0-- m _ _ _ U U U@ @@ L _N N .- N D O@ @ >` ry O@@@ � C C T X N ? V V V V fq U U Z Cj Q 2 U U U > N N N'T Q Q Q m m m m co UUU U U U U U a a 0 W W= N Z (7 F H .. b H F>> X E O N N (V N N N N N N N N M Contract FY2026-03 PDF Page #154 of 161 N m— o M N N M N 0 01 OD A N 0 0 �p a O W N 7 7 7 0 1f1 7 7 7 7»> O 7 7 O 7 7 7 7 7 7 7 7 7 7 7 7 O 7 7 7 7 7 7 O 7 7 N Y1 A M m O M O N N V V N o o n n 7> 7 N V eD i O o M M N N O W O N W I� N N W tD N N CO CO I� N V c tD CO O V CO N c O n V M O CO N 0 0 N N C wo O O N O N I N A O) I MMlO O) 10 u�� I I I <o A N V Nc I N n t l M v M N CI M�ooy�M > O M o O N CO M O mCjy O o O D n n N 7 M O t0 o fp A a n m �� 0 I I I o n M c�� d 6 0 0 0 0 0 O O O O o O O N M M � O Ci n Ui 77 A »>77 W W �O N O 7 A 7 M N N 7 N M 7 V n O O O 7 c y 0 O n O y n n n V Of O 0 {+1 eon 7 O O t0 N O O 01 O A M N V CL G V O O M 0 0 0 Nu? 0 0 O O N D O A O V O {V O O O N M a M O p O Y> N fN CO iD 7 7 7 >>] 7 7 7 7 7 7 7 M 7 7 O) N 7] <O O N 7 7 0 7 O OO O N O O C O N 7 p 0 ] N A m 0 ao O A M O N V O O M 0 M 0 p N q 0 0 <O O i0 O N M O O A O N V O O O p O O N O d 001 c O p� N CI p CI i N 7> i0 A > I W 7>> i0 O 7 i i 7> M �O > 1 M I i 7 7 0) N (O H >> O c 0 0 0 O 0 0 o O 0 0 N <00 N n n N O O V O M 06 10 0 M 00 M 0 40 l0 06 f0 O u0 O N M 00 A O N � O O O O' 0 O O dp N O p N O m 777 »» 7 7 7 77 7 7 7 N 077 M 0� 0 n o tp O N7 0 M �7 Q Q >O O m o R f0 N M D A vof 000 00000 O O 00 O O O <O 10 N �•i N V M �p 777 1 »» 7 7 7 77 7 1 7 7 7 A 77 om N O a+Do M777 O M O a O O O O O O O O O O O O O O O O aD O O N O N M W M CO M Yf p p p n � N N M I I I I I I 0 ? c N o�n 7� M Oai+i A M O 0 mo77u� 7 N O I I I I I I I N N A Of A M M N 7 M m N N 7 O o N 7 7 7 D O N M M M 01 iV Y> N N tG {y N O p l0 A O ��aiN �n =1 pM NN ap 7 A O aD 7 N aD M O I I I I I I I a? ro �� eu r M Y177 d 00 l0 W A N O � N H aD M -N!�� 7 A ��V N N M aD A 7 D y I I I I I I I I I I I I I I N m��u� p{y Mrn � vi O vi I I I I I I I -0 o�n N 7= N O M N N O N O t+1 on�4u� O OD O 7 � ooi Mn M O pj N ci l0 n N O ip y 7 N A aD O A A 7 D M O ap ( I I I ( I I I I I I -Na�-NN Y> O°?vi O N n N 011 0 p ooi a� O V 1f1 Of A 7 M aD M O A 7 7 A O O eD M M ( I I I ( I I I I I I N �Yi tV N �oioN� oA O O NN M o of f0 Mo V N I I I .. 0 m m 0 a O 0 O m D M O O a O N M N f0 a n 7 rn 0 O N UI N N N N N N N N N N N N N N N N N N N N f0 N N N N N N N N l0 f0 a a a a a a a a a a a a a a a s n nnn n n n n n n n n n n n n 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn r r r r r a c o o 0 0 0 0 0 0 0 00000 O O O O 00000 00 N N N N N N N N N N N N N N N N UI N N N N f0 N N N f0 a a a a a n n n n n 7 7 7 7 7 rn rn rn rn rn a 0 0 0 a O 000 O N N N N N W N iA N N N N N N N N N N N N N 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 t0 @ t0 @ t0 t0 t0 @ t0 t0 @ t0 @ t0 @ t0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 N N N N 9 9 2 9 9 9 t0 @ t0 @ t0 9 9 9 9 9 W 9 t0 9 co (n co (n co co co (n co co to U to U to U T T T T T T T T T T T T T T T T � ✓ � � � r � � � � ✓ r ✓ � '6 r U to (0 to U T T T T T r '6 � � r U T J J J J J J J J J J J J J J J J aoaoa a aoa aoaoa oa J J J J J a oao a J a .......... .. ...... .......... .... �3�33 3 333 �3333 3� .. ...... .. � 333 3 .. � M. 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H H>> X E b N1 - N Contract FY2026-03 PDF Page #157 of 161 O c0 =3 D D O =1 > O A MO N N M CD O V m O O N O M M c COO CO Z O O O Q 0 0 0 O C; O O O O O O O A M M M R M R n M R M M V M r =1 D M M V D M V =1 M M V y M O M N O O O A" M N f0 O R Np N C ip y N CD 0 0 01 R O A =1 M CO O O O O O O O O O O O O O O O fV fA S O N OD y V Cp N N ItI M H M O OD R CO fV N 01 N 0 0 O OmO Q 66 O O A O O O O CO O A O A O 6 M O V O CD N O O N M p A 1 i C7 p M N V o N >> 7 A N >7 V7 7 M O 7 D O v 7 OJ D V 7> M. 7 O > N N m Ol Den H M M o S O M O N CO V N au O a N O O 0 0 W �� V CD M CO N o A M V O O N > O 6 l0 0 O 0 A 0 0 O 0 0 O O A O A u0 0 0 M O ? O 7 <O O N O O 6, A M M N M M V OO N N N H O ai O 7 7 O O 7 i 0 7 7 O M 7 7 �O O O 7 <O O 7 �O i 0 7 <O 'p O N 7 �O i 0 ' N A O 7 A M n O CD G A p N A N t0 O O O vi O O O O V p M 7 7 N C 7 CO O c n N m C11 O A O O O M O N ro O c O tV p 6 0 0 O O O O O O O O 6 O C O C O p p M N O O M m O O r 7 O V 7> > OOOOO 7 7 7 O D O 7 Op G IG O W b O c O 'oOfOO C OA MO pN N rN c O 0O 6O O '1OJ 7 O) O O CA O 7 OJ O) O O 7 OJ O) O O 7 OJ O O) O OJ O W O O N O N O O V N O O o 0 M' O O N V CO M O Ol n 0 O 0 o O N o N N 0 0 V fV 0 Nom. 33 OJ O p O 6 06 a 6 a o 6 O 6 0 O O a O N M O O _ N O 7> N N m 0 > N i 0 R 7 D N N Nm 0 g R 7 D N N Nm 0 q 1 7 N O q D N 1 O 1 1 7 N m 0 D N 1 m 9 1 O 7 N m q M H p N N O O o C? M A O O A N .8 p O O N O N 7 O 0 Cp 0 N O 7 p m y Oy O tD N O M N N O O N O O C7 0 0 0 O O O a 0 0 n N O O M O N O H O O V N A O O Q O o. Q 0 0 0 0 O O O O O O O Q O o. 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O. d C) 2 L T N E T @ N m O d x E y N Y y.2 6 @ CT m m L L L@ E@@ C T 3 O. ^ j L G@ O O O 6- T d 0_ t L n O. L O O O O O O N @ C O O O C O N J >, E E @ E C ? U U U n 2 j¢ Z Z O y m N y !• O O O T L O. O_ U C@ 9 v 1] O) Y U L L L N m C L' V' >. C C L L U U L U O N O O N N O O L .L-. C U E E O J _ N E E E ` E m 2 y m O) m O) @_ CT D ... E Q ~I 0 0 0 0 0 0 N N N N r/@j m O d s N E @ N j j X X X@ 'O d~ ~~ O .@. c c. .@.. E E ... E U N@ E@ �- .O N@@ c 0> N- 0) Y@ U@> L c C R @ C C r E U@ O -@CO = c D) 0 0 0 0 r N 9 O Q C -2 x 2 Q v v v v v v¢¢ Q m m m m m m m a a a a m 0 'a a 0 o o LL @@@ x x x 5 O N z z Z N@@ Z a a a T@ a ¢c ¢ @@ m m U U L O U U O O U J Z f/1 rq r F @ 7> @ N U' L@@@ M U S U t 2 z z z z O w r Q¢ 7 F F Contract FY2026-03 PDF Page #158 of 161 m c m m m o aai m c m U N U N Q E O m d A D N U d N d o o E m Contract FY2026-03 PDF Page #159 of 161 N M N' 7 N N N ' 'ItN 7 A W W m N c <O V N W A V M m R � O Q .... .. O .... 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