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HomeMy WebLinkAbout000254 Original ContractCity of Port Angeles Public Works Utilities Department. Engineering Services Division 321 E Fifth Street Port Angeles WA 98362 Tel: 360 417 -4700 Fax: 360-417-4709 r On -Call Agreement: OCA 2011 -03 ON -CALL LANDFILL CELL STABILIZATION ENGINEERING SERVICES City of Port Angeles Record #000254 THIS ON -CALL AGREEMENT (Agreement) is made and entered into this day of December, 2011, by and between the CITY OF PORT ANGELES (CITY), a non charter code city of the State of Washington, (hereinafter called the "CITY and Herrera Environmental Consultants, a Washington corporation authorized to do business in the state of Washington (hereinafter called the "CONSULTANT CITY and CONSULTANT may hereinafter be referred to as "Parties." WHEREAS, the CITY desires engineering, consulting, and planning assistance related to landfill cell stabilization services. WHEREAS, the CITY desires to engage the professional services and assistance of a qualified consulting firm to perform the scope of work as detailed in Exhibit A, and WHEREAS, the CONSULTANT represents that it is in full compliance with the statutes of the State of Washington for professional registration and /or other applicable requirements, and WHEREAS, the CONSULTANT represents that it has the background, experience, and ability to perform the required work in accordance with the standards of the profession, and WHEREAS, the CONSULTANT represents that it will provide qualified personnel and appropriate facilities necessary to accomplish the work; NOW, THEREFORE, in consideration of the above representations and the terms, conditions, covenants, and agreements set forth below, the parties hereto agree as follows: THE PARTIES HEREBY AGREE AS FOLLOWS: I SCOPE OF SERVICES General Scope. This agreement will provide professional engineering services for the City of Port Angeles Landfill for stabilization of closed cells that are adjacent to the Strait of Juan de Fuca. The CONSULTANT intends to provide engineering technical support, studies, design, and post -award construction services for the City of Port Angeles. This Agreement shall be effective on the last date set forth in the signature page. This Agreement will remain in force and effect for inclusion of additional "Tasks" for two years from the effective date of this Agreement. The scope of initial professional services tasks to be performed and the results to be achieved by the CONSULTANT shall be as detailed in the attached Exhibit Al and shall include all services and material necessary to accomplish the work. Additional work may be included as provided elsewhere in this agreement. The CITY may review the CONSULTANT'S work product, and if it is deemed not satisfactory, the OCA 2011 03 1 Rev 12/05/2011 CONSULTANT shall make such changes as may be required by the CITY. Such changes shall not constitute "Extra Work" as defined in Section XI of this Agreement. The CONSULTANT agrees that all services performed under this Agreement shall be in accordance with the standards of the engineering profession and in compliance with applicable federal, state and local laws. The Scope of Work may be amended upon written approval of both parties. This Agreement does not grant an exclusive right to the engineering work covered in the Scope of Services to the CONSULTANT. The CITY reserves the right to contract with other parties or by other means if deemed to be in its interest. II OWNERSHIP OF DOCUMENTS Upon completion of the work, all documents, exhibits, photographic negatives, digital photos, drawings, survey data, field notations, electronic data and modeling, or other presentations of the work shall become the property of the CITY for use without restriction and without representation as to suitability for reuse by any other party unless specifically verified or adapted by the CONSULTANT. However, any alteration of the documents, by the CITY or by others acting through or on behalf of the CITY, will be at the CITY's sole risk. III DESIGNATION OF REPRESENTATIVES The designate representative for the City of Port Angeles shall be: The designate representative for Herrera Environmental Consultants shall be: IV TIME OF PERFORMANCE The CONSULTANT may begin work upon written direction to proceed from the CITY for each Task. The work for shall be completed within a performance period as specified in each Task. The performance period for the Agreement is set forth in Exhibit B. The time of performance of initial Tasks are set forth in Exhibit B1. V MAXIMUM COMPENSATION Unless otherwise agreed to in writing by both parties, the CONSULTANT'S total compensation and reimbursement under this Agreement, including labor, direct non -salary reimbursable costs and outside OCA 2011 -03 James Burke Assistant Civil Engineer Phone No: (360) 417-4809 Email: iburke(acitvofoa.us 321 East Fifth Street Port Angeles, WA 98362 Michael Spillane President Phone No: (206) 441 -9080 Email: msoillane(herrerainc.com 2200 Sixth Avenue Suite 1100 Seattle, WA 98121 2 Rev 12/05/2011 services, shall not exceed the maximum sum of 96,700. This amount comprises Tasks 1 through 6 of this Agreement. The budgets for the initial Tasks are set forth in the attached Exhibit C1. The CONSULTANTS total compensation for each additional project, work, study, or undertaking authorized during the term of this Agreement, shall be specifically set forth in Tasks and adopted by amendment to this Agreement. Compensation and payment procedures are set forth in Exhibit C. VI INDEPENDENT CONTRACTOR STATUS The relation created by this Contract is that of owner independent contractor. The CONSULTANT is not an employee of the CITY and is not entitled to the benefits provided by the CITY to its employees. The CONSULTANT, as an independent contractor, has the authority to control and direct the performance of the details of the services to be provided. The CONSULTANT shall assume full responsibility for payment of all Federal, State, and local taxes or contributions imposed or required, including, but not limited to, unemployment insurance, Social Security, and income tax. VII EMPLOYMENT Employees of the CONSULTANT, while engaged in the performance of any work or services under this Agreement, shall be considered employees of the CONSULTANT only and not of the CITY, and claims that may arise under the Workman's Compensation Act on behalf of said employees while so engaged, and any and all claims made by a third party as a consequence of any negligent act or omission on the part of the CONSULTANT'S employees while so engaged, on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the CONSULTANT. In performing this Agreement, the CONSULTANT shall not employ or contract with any CITY employee without the CITY's written consent. VIII NONDISCRIMINATION The CONSULTANT shall conduct its business in a manner, which assures fair, equal and non- discriminatory treatment of all persons, without respect to race, creed or national origin, or other legally protected classification and, in particular: A. The CONSULTANT shall maintain open hiring and employment practices and will welcome applications for employment in all positions, from qualified individuals who are members of minorities protected by federal equal opportunity/affirmative action requirements; and, B. The CONSULTANT shall comply with all requirements of applicable federal, state or local laws or regulations issued pursuant thereto, relating to the establishment of non discriminatory requirements in hiring and employment practices and assuring the service of all persons without discrimination as to any person's race, color, religion, sex, Vietnam era veteran status, disabled veteran condition, physical or mental handicap, or national origin. IX SUBCONTRACTS A. The CONSULTANT shall not sublet or assign any of the work covered by this Agreement without the written consent of the CITY. B. In all solicitation either by competitive bidding or negotiation made by the CONSULTANT for work to be performed pursuant to a subcontract, including procurement of materials and equipment, each potential sub consultant or supplier shall be notified by the CONSULTANT of CONSULTANT's obligations under this Agreement, including the nondiscrimination requirements. OCA 2011 -03 3 Rev 12/05/2011 X CHANGES IN WORK Other than changes directed by the CITY as set forth in Section I above, either party may request changes in the scope of work. Such changes shall not become part of this Agreement unless and until mutually agreed upon and incorporated herein by written amendments to this Agreement executed by both parties. XI EXTRA WORK The CITY may desire to have the CONSULTANT perform work or render services in connection with this Agreement, in addition to the Scope of Work set forth in Exhibit A and Al and minor revisions to satisfactorily completed work. Such work shall be considered as "Extra Work" and shall be addressed in a written supplement to this Agreement. The CITY shall not be responsible for paying for such extra work unless and until the written supplement is executed by both parties. XII TERMINATION OF AGREEMENT A. The CITY may terminate this Agreement at any time upon not less than ten (10) days written notice to the CONSULTANT. Written notice will be by certified mail sent to the CONSULTANT's designated representative at the address provided by the CONSULTANT. B. In the event this Agreement is terminated prior to the completion of the work, a final payment shall be made to the CONSULTANT, which, when added to any payments previously made, shall compensate the CONSULTANT for the work completed. C. CITY may suspend Tasks at its sole discretion. If the Task is suspended by CITY for more than 30 consecutive days, CONSULTANT shall be compensated for services performed prior to the notice of suspension. When the Task is resumed, provided the suspension was not caused by CONSULTANT's negligence or wrongful act, CONSULTANTs compensation shall be equitably adjusted to provide for expenses incurred in the interruption and resumption of CONSULTANT's services. If the parties are unable to agree on an equitable adjustment, the contractor may submit a written claim for increases in the cost of performance, excluding profit. Upon such resumption, CONSULTANT shall promptly continue with its responsibilities under this Agreement. D. In the event of termination or suspension as provided for above, CONSULTANT will provide CITY all Construction Drawings, sketches, renderings, models, other reproducible drawings, surveys, field notations, reports, photographs, calculations, prepared by CONSULTANT under this Agreement, copies of all correspondence and papers received or issued by CONSULTANT and all equipment and publications authorized by CITY for purchase shall be delivered to CITY upon request and CITY shall have the same rights to their use as if the termination or suspension had not occurred. Documents that are the property of the CITY pursuant to Section II above, shall be delivered to and received by the CITY prior to transmittal of final payment to the CONSULTANT. XIII FORCE MAJEURE A. Definition. For the purposes of this Contract, "Force Majeure" means an event which is beyond the reasonable control of a Party including, but not limited to (1) strikes, lockouts, work slowdowns or stoppages, or accidents, (2) acts of God, 3) and delay caused by an act or omission of the other Party, and which makes a Party's performance of its obligations under the Contract impossible or so impractical as to be considered impossible under the circumstances B. No Breach of Contract. The failure of a Party to fulfill any of its obligations under the contract shall not be considered to be a breach of, or default under, this Contract insofar as such inability arises from an event of Force Majeure, provided that the Party affected by such an event has taken all OCA 2011 -03 4 Rev 12/05/2011 reasonable precautions, due care and reasonable alternative measures in order to carry out the terms and conditions of this Contract, and has informed the other Party as soon as possible about the occurrence of such an event. C. Extension of Time. Any period within which a Party shall, pursuant to this Contract, complete any action or task, shall be extended for a period equal to the time during which such Party was unable to perform such action as a result of Force Majeure. D. Payments. During the period of their inability to perform the Services as a result of an event of Force Majeure, the Consultant shall be entitled to continue to be paid under the terms of this Contract, notwithstanding that any costs caused by an act or omission of the other Party will be borne by the party incurring the same. XIV INDEMNIFICATION /HOLD HARMLESS CONSULTANT shall defend, indemnify and hold the CITY, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or resulting from the negligent or wrongful acts, errors or omissions of the CONSULTANT in performance of this Agreement, except for injuries and damages caused by the negligence of the CITY. Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the CONSULTANT and the CITY, its officers, officials, employees, and volunteers, the CONSULTANT's liability hereunder shall be only to the extent of the CONSULTANT's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the CONSULTANT's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. XV INSURANCE The CONSULTANT shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the CONSULTANT, its agents, representatives, employees or subcontractors. Insurance requirements are set forth in Exhibit E. No Limitation. CONSULTANT'S maintenance of insurance as required by the agreement shall not be construed to limit the liability of the CONSULTANT to the coverage provided by such insurance, or otherwise limit the CITY'S recourse to any remedy available at law or in equity. XVI CONSULTANT'S KEY PERSONNEL AND SUBCONSULTANTS CONSULTANT's key personnel and sub consultants for this Agreement as described in the selection process and designated in Exhibit F to this Agreement, shall remain assigned for the duration of the Agreement unless otherwise agreed to in writing by the CITY. The CITY shall not unreasonably withhold approval of staff changes. The CITY may require substitution of any personnel or sub consultant provided that the CITY has first notified the CONSULTANT in writing and allowed a reasonable period for adjustments and /or corrections. XVII PERFORMANCE EVALUATION The CITY will conduct written evaluation of CONSULTANT'S services on this Agreement. CONSULTANT will be given a copy of the evaluation report and will have an opportunity to provide a written response. OCA 2011 -03 5 Rev 12/05/2011 The evaluation and the response will be kept in CITY's files to be used as part of the selection process for future engineering services. XVIII CORRECTIONS AND APPROVALS A. Corrections. Any defective designs, specifications, drawings, products, or services furnished by CONSULTANT will be promptly corrected by CONSULTANT at no cost to CITY. B. Approvals. CITY's approval, acceptance, use or payment for all or any part of CONSULTANT's services or of the Task itself shall in no way alter CONSULTANT's obligations or CITY's rights hereunder. XIX REPRESENTATIONS AND WARRANTIES CONSULTANT hereby represents and warrants to CITY the following: A. that CONSULTANT is financially solvent, able to pay CONSULTANT's debts as they mature and possessed of sufficient working capital to complete the services required and perform CONSULTANT's obligations hereunder; B. that CONSULTANT is able to furnish any of the plant, tools, materials, supplies, equipment, and labor required to complete the services required and perform all of CONSULTANT's obligations hereunder and has sufficient experience and competence to do so; C. that CONSULTANT shall comply with all applicable state and local laws, statutes, and ordinances relating to professional registration, licensing and authority to perform all of CONSULTANT's obligations required to be performed under this Agreement; D. that CONSULTANT's execution of this Agreement and CONSULTANT's performance thereof is within CONSULTANT's duly authorized powers; and E. that CONSULTANT's duly authorized representative has visited the Task site, become familiar with the local conditions under which the services required hereunder are to be performed and has correlated CONSULTANT's observations with all of the requirements of the Contract Documents. F. CONSULTANT agrees that the representations and warranties set forth herein shall survive the execution and delivery of this Agreement. XX APPLICABLE LAW This Agreement shall be construed and interpreted in accordance with the laws of the State of Washington, and in the event of dispute the venue of any litigation brought hereunder shall be Clallam County. XXI EXHIBITS AND SIGNATURES This Agreement, including its exhibits, constitutes the entire Agreement, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following exhibits are hereby made a part of this Agreement: Exhibit A Scope of Services Exhibit Al Scope of Services of Initial Tasks OCA 2011 -03 6 Rev 12/05/2011 Exhibit B Performance Period Exhibit B1 Schedule of Performance of Initial Tasks Exhibit C Compensation and Payment Procedures Exhibit C1 Budget of Initial Tasks Exhibit D Hourly Wage Rates (Dl for 2011, D2 to be submitted for 2012) Exhibit E Insurance Exhibit F CONSULTANT'S Key Personnel and Sub consultants This Agreement represents the entire and integrated agreement between CITY and CONSULTANT and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both CITY and CONSULTANT. IN WITNESS WHEREOF: The Parties hereto have executed this Agreement by having their authorized representatives affix their signatures below. CONSULTANT Herrera Environmental Consultants, Inc TITLE: SIGNATURE DATE: fit OCA 2011 -03 CITY CITY OF PORT ANGELES BY: tio CITY MANAGER -t SIGNATURE DATE: L APPROV' J AS TO FORM: BY: ATTEST: BY: 7 Rev 12/05/2011 5P.. /4:44-74* EXHIBIT A SCOPE OF SERVICES The CONSULTANT shall provide to the CITY's Department of Public Works Utilities Department CONSULTANT services for various CITY engineering services and projects. The CONSULTANT'S services shall be provided as requested by the City Manager or his designee on an as needed basis, as set forth in a "Task Tasks may be for any engineering technical support, work, study, design, project, etc. that is within the general scope of this agreement. The CONSULTANT shall provide engineering services on issues pertaining to the City of Port Angeles for stabilization of closed cells that are adjacent to the Strait of Juan de Fuca. Additional tasks authorized after the Agreement is signed will be adopted into the agreement by Amendment. SECTION 1. GENERAL PROVISIONS A. The CONSULTANT shall perform all services to the satisfaction of the City Engineer. B. All of the services furnished by the CONSULTANT under this AGREEMENT shall be of the currently prevailing professional standards and quality demonstrated and provided by civil engineering consultant professionals of similar knowledge and skill engaged in related work throughout Washington under the same or similar circumstances. All documentation prepared by CONSULTANT shall provide for a completed Task that conforms to all applicable codes, rules, regulations and guidelines which are in effect at the time such documentation is prepared. C. All work performed under this AGREEMENT shall be authorized in the initial AGREEMENT or by an additional Task that is adopted into the agreement by Amendment. Each Task shall detail the nature of the specific services to be performed by the CONSULTANT, the time limit within which such services must be completed and the compensation for such services. Such details shall include a description of the Task for which CONSULTANT shall perform the services, the geographic limits of the Task, the type and scope of services to be performed, the format and schedule for deliverables, the schedule of performance, and the schedule of compensation. CONSULTANT shall not perform any services unless part of the original agreement or authorized by a fully executed Amendment for the Task. Any unauthorized services performed by CONSULTANT shall be at no cost to the CITY. D. CONSULTANT shall begin work under the Task only after receipt of the Amendment bearing the approval signature of the City Manager or the City Manager's designee and the signature of the City Attorney approving the Amendment as to form. Each additional Task issued under this AGREEMENT by the CITY shall be incorporated into the terms and conditions of this AGREEMENT by amendment. E. CITY will assign a Project Manager to facilitate each Task authorized under this AGREEMENT. CONSULTANT shall coordinate with the designated Project Manager on the performance of each Task. F. CONSULTANT shall be responsible for the coordination with CITY and federal, state and local agencies that are necessary for all services authorized under this AGREEMENT. SECTION 2. BASIC SERVICES. CONSULTANT shall provide engineering CONSULTANT services for CITY Solidwaste utility technical support, studies, design, and post -award construction services. CONSULTANT shall provide the general OCA 2011 03 8 Rev 12/05/2011 types of services set forth below. This list of services is meant to be illustrative in nature only and is not meant to be a complete or exclusive list. 1. Technical support services for Solidwaste Utility operations and engineering assistance for landfill cell stabilization shall entail, but not be limited to: A. Data review and technical support. B. Drainage system modification assessment, design, technical support and specifications. C. Short-term refuse assessment and containment support, including technical specifications and drawings. D. Identify bluff retreat rate for short-term and long -term. E. Identify horizontal limits of refuse and locate /map pockets of refuse. F. Short and long -term strategies to prevent bluff erosion. G. Identify vulnerable sections of bluff. H. Identify needs and costs of future studies and construction. 2. Technical memorandums for the following tasks: A. Task 2 Summarizing findings B. Task 5 Provide short-term and long -term alternatives and actions to address waste containment and removal of pockets of waste. C. Task 6 A brief technical memorandum summarizing drainage design. 3. Develop and provide the design plans and project specifications for drainage modifications on 304 compliant cell and for pockets of waste removal. SECTION 3. SPECIFIC SERVICES. A. Service Initiation Prepare Task Scope and Proposal Upon request of CITY's Project Manager, CONSULTANT shall meet with the Project Manager to discuss the Task. CONSULTANT shall become familiar with the Task description, scope and goals and develop proposed scope of services. CONSULTANT shall prepare a proposed scope of work consistent with the standard electronic format of CITY Professional Service Agreement Amendments as determined by the Project Manager. The proposed scope of services shall, at a minimum, include the following: Task Description, Scope of Services including deliverables, and Schedule of Performance and Schedule of Compensation. For each Task, in addition to the specified services, products and deliverables detailed in the Task, CONSULTANT shall typically perform the following sub tasks, which may be aggregated for administrative efficiency: Sub -Task 1 Initial Meeting Prior to beginning substantive work on a Task, CONSULTANT shall meet with CITY to establish procedures and notifications for any necessary meetings and communications with CITY staff; collect available data from the CITY and establish additional data needs and availability; confirm the format for all Task products and deliverables; and address any preliminary Task concerns. The meeting will be the primary opportunity to discuss the CITY'S intent, schedule and budget for the Task. The CONSULTANT shall prepare minutes of the meeting and distribute minutes to meeting participants. Sub -Task 2 Task Coordination Meetings CONSULTANT shall attend and /or conduct Task coordination meetings as required to perform authorized services and as required by Project Manager. CONSULTANT shall prepare minutes of each meeting and distribute minutes to participants. OCA 2011 03 9 Rev 12/05/2011 Sub -Task 3 Task Schedule CONSULTANT shall prepare and submit a detailed schedule of performance consistent with the schedule contained in the Task to the Project Manager for review and approval. CONSULTANT shall confirm or update the schedule monthly at a minimum. Any changes to the schedule shall only be permitted with the written approval of City Engineer. Sub -Task 4 Task Progress Report CONSULTANT shall submit a monthly report to the Project Manager detailing progress on the Task services. Sub -Task 5 Request for Payment Invoice CONSULTANT shall submit progress payment invoices to the Project Manager monthly, as specified in EXHIBIT C. The updated Task schedule and progress report may be submitted as attachments to the invoice. Sub -Task 6 Task Record CONSULTANT shall develop and maintain a detailed record of the chronology of the Task milestones completed that are decisive, conclusive, or relevant to the outcome of the Task. CONSULTANT shall submit a copy of the Task Record to the Project Manager prior to final payment for services performed on the Task. The Record shall be submitted in both paper and electronic format. Sub -Task 7 Project Documents Aside from deliverables specified in the Task, and before the conclusion of the Task and final payment for services performed on the Task, CONSULTANT shall submit to the Project Manager a copy of all Task documents that are decisive, conclusive, or relevant to the outcome of the Task. Such documents may include, without limitation, topographical surveys and mapping, field notations, utility mapping, site inventories, base plans, reports and studies, permit applications and permits, environmental documentation, records of meetings, and communication documents. Documents shall be submitted in both paper and electronic format, as available. The Project Manager will review and comment on proposed scope of work, and the parties shall agree on the terms of the final Task. CONSULTANT shall not be compensated for work performed in preparing a draft scope of services for a Task. B. Task Authorization The finalized Amendment for the Task will be authorized by the City Manager or his designated representative in accordance with authorization procedures provided in the City of Port Angeles Municipal Code, Section 3.05. C. Service Implementation Upon receipt of an authorized Task and Notice -to- Proceed, CONSULTANT shall begin Task services described therein. OCA 2011 03 END OF EXHIBIT 10 Rev 12/05/2011 Recent exposure of refuse and an overflow drainage pipe at the marine bluff in Port Angeles Landfill (PALF) have prompted the immediate need for action to prevent debris from spilling onto the beach and entering the Strait of Juan de Fuca. The goals of the Landfill Cell Stabilization project are to quickly assess immediate and long term environmental risks, to identify immediate response actions in the vicinity of refuse exposure, and to identify alternatives for long -term solutions and mitigation measures to potential waste exposure as the marine bluff retreats. Task 1: Preliminary Research and Sunnort Activities: 1. Consultant shall provide the City preliminary data and support. This shall consist of, but not be limited to: A. Powerpoint presentation with 6 -12 slides using existing site photos and graphics prepared by the consultant. B. Powerpoint presentation shall include order of magnitude planning level of cost estimates for full waste removal base on current understanding of waste depths and extents. Task 2: Data Review Objective: Work with City staff to develop a comprehensive understanding of the site issues. Activities: 1. Review existing data configuration, waste following items shall A. Two (2) discuss B. Review a. b. c. d. e. f. 9. h. C. Review a. b. c. d. e. D. Review a. b. EXHIBIT Al SCOPE OF SERVICES OF INITIAL TASKS and reports and indentify data gaps surrounding site operations, landfill extents, waste characterization, and bluff retreat characterization. The be included: site visits to review existing infrastructure, condition of concrete seawall, with landfill operators historical operations. of landfill physical characteristics. Existing topographical mapping Aerial photographs Historical mapping Historical mapping of bluff retreat Existing leachate system, landfill gas system, and stormwater system Geotechnical reports and boring, well, and gas probe logs Leachate volumes generated Groundwater seasonal characteristics of Site Constraints Continued transfer station operations Stormwater /Utility infrastructure Beach Mitigation Wetlands and other resource constraints Adjacent property uses /owners Structural Issues Review seawall structural drawings and the basis of design Provide a general condition assessment of the existing seawall. Comment on capacity, durarbility, potential opportunities and correlation with future actions at the eroding bluff face. OCA 2011 03 11 Rev 12/05/2011 OCA 2011 -03 E. Identify data gaps and, based on existing data, characterize the site for waste extents, depths of waste and composition of waste. F. Provide additional maps and aerial photographs that shall be geo- rectified where possible and presented as GIS layers to assist in historical land use analysis, bluff retreat rate analysis, and for planning geophysical reconnaissance and subsurface explorations. G. Additional data to be provided shall include, but not be limited to: a. Wave and tidal current data, wave and tidal current modeling b. Nearshore geologic investigations performed as a part of the Elwha Dam removal project. 0 Deliverables: A. A table listing all data resources, type of data, a summary of relevant information obtained for the resource, and name of reviewer. B. Geo- rectified maps and aerial photographs Task 3: Field Reconnaissance 1. Following the review of available reports, operation and maintenance plans, design drawings, and monitoring data, the Consultant team shall conduct a field reconnaissance of the landfill and shoreline to verify, collect, and document data. The field reconnaissance shall include, but not be limited to: A. For reasons of efficiency and safety, the field reconnaissance in the vicinity of the top and bottom of bluff shall be conducted by a 3 person crew. B. Focusing on describing the existing beach conditions and environment. C. Identifying types of active shoreline erosion and sediment transport processes. D. Shall extend a minimum of 500 feet along the shoreline east of the Port Angeles Landfill to define current (baseline) conditions. E. Special consideration shall focus on the bluff in the vicinity of the eastern end of the landfill shoreline, east of the revetment wall where waste and a drainage pipe is exposed on top of the bluff. F. The bluff reconnaissance shall focus on existing bluff conditions and the types of slope erosion and bluff failure mechanisms acting on the bluff. G. The upland reconnaissance shall extend at a minimum 300 feet inland. H. Existing drainage features shall be located and their intended function and condition assessed. I. Other existing features such as groundwater monitoring wells that are shown on site plans or found during the field reconnaissance will be located, described, and photographed. 3. Assess areas for future geophysical surveying and subsurface exploration. Deliverables: A. Geomorphic Field Report Summary of observations, with annotated photographs Assumptions: A. Site reconnaissance will be attended by five consultants technical leads. B. Reconnaissance can be completed in one field day. C. Site access and coordination will be arranged by City project manager. 12 Rev 12/05/2011 Task 4: Summary of Findings 1. Following task 2 and 3, prepare a technical memorandum summarizing: A. Data review B. Field reconnaissance C. Identified data gaps D. Describe cost effective strategies of minimizing bluff erosion E. Identify short -term (annual and episodic) and long -term (50 -year average) bluff retreat rates F. Identify needs and planning -level costs of future studies and construction G. Recommend strategies of immediate action, and potential alternative long term strategies Deliverables: A. Draft Technical Memorandum B. Final Technical Memorandum Assumptions: A. City will provide review comments on the Draft Tech Memo in two weeks. Task 5: Short Term Refuse Assessment and Containment Sunnort Objective: Address imminent threats of garbage /waste falling to the beach. Activities: 1. The Consultant shall provide the City the following: A. A matrix of short term alternativeactions to address immediate waste containment or removal directly related to pocket waste as well as potential beach waste. B. Alternatives shall be developed with approximate costs, advantages, disadvantages, and schedule. C. The Consultant shall work with the City to identify an approach for implementation. The basis of design and the results of construction shall be summarized in a technical memorandum of 3 -5 pages. D. If the City issues a small works contract for spot removal along the bluff, consultant shall perform the following support tasks pertaining to the small works contract: a. Provide technical specifications and drawings. b. Respond to Request for Information's (RFI) Deliverables: A. Limited Geophysical Spot Waste Location Map (results of observations of extent of waste and geomembrane cover). B. Draft Memorandum C. Final Memorandum D. Technical Specifications and drawings Assumptions: A. Immediate waste containment and relocation will be limited to removal of exposed (visible waste) posing an immediate risk. B. Containment and removal methods will be limited in nature. Beach removals are anticipated to be hand removals not involving heavy equipment or excavations which would require permits. OCA 2011 03 13 Rev 12/05/2011 OCA 2011 -03 C. Spot waste containment or removals are anticipated to be small and limited to bluff edge removals to address immediate refuse migration. D. Field investigation of waste locations will not be performed by the Consultant team, but rather incorporated into a small works contract, therefore volume and extents of waste removal will likely be performed on a time and material basis. E. City will assemble, format, and process small work order contact documentation. F. Consultant will assist in preparing technical specifications for work order development. Task 6: Drainaae System Modifications Assessment. Design, and Suonort Objective: Assess existing surface drainage and design repairs to address localized ponding and damaged pipelines. Activities: The Consultant shall assist the City in addressing the primary drainage issues associated with localized ponding and exposed damaged drainage pipe. The Consultant shall provide the following services: A. Develop pipe realignment options, pipe fabrications and connection designs, ditch realignments and micro grading, and ditch liner lay -overs design alternatives to provide positive drainage and other support as necessary to develop the design. B. Provide a design report listing alternatives and cost effective strategies to design drainage system modification on 304 compliant landfill cell. C. Limited topographic survey will be performed to address pipe alignments and localized ponding. Consultant will GPS locate and take reference elevations. D. Brief technical memorandum summarizing basis of design 3 to 5 pages. E. Consultant will assist in preparing technical specifications for work order development. Deliverables: A. Topographic base map for drainage repair area B. Draft Technical Memorandum C. Final Technical Memorandum D. Technical Specifications and drawings Assumptions: F. City operations staff will pothole to locate pipe and liner inverts within ditches and at potential pipe crossings and alignments. G. City will review the draft technical memorandum and provide comments in approximately two weeks. H. Work plan development will include contractor requirements for safety plan to be prepared and submitted by Contractor. I. City will assemble, format, and process small work order contract documentation. 3. Drainage repairs are considered to be maintenance repairs and will not require permits. City will verify this assumption. Ditch grading will not require cutting the liner of the landfill cell. Liner installation will be limited to shingled ditch installations to facilitate positive drainage. END OF EXHIBIT 14 Rev 12/05/2011 EXHIBIT B PERFORMANCE PERIOD All work under this AGREEMENT shall be completed within performance periods set forth in Exhibit B1. This Agreement shall be effective on the last date set forth in the signature page. This Agreement will remain in force and effect for inclusion of additional Tasks for two years from the effective date of this Agreement. The terms of this Agreement shall remain in full force and effect throughout the performance period for any for all Tasks authorizing the performance of work under this Agreement that are properly executed prior to the expiration of this two -year period. Hourly rates are established for each performance year of the Agreement in Exhibit D. END OF EXHIBIT OCA 2011 03 15 Rev 12/05/2011 Task 1 shall be completed by December 10, 2011 Task 2 shall be completed by February 3,2012 Task 3 shall be completed by February 17,2012 Task 4 shall be completed by May 11,2012 Task 5 shall be completed by February 17,2012 Task 6 shall be completed by February 17,2012 OCA 2011 03 EXHIBIT B1 SCHEDULE OF INITIAL TASKS END OF EXHIBIT 16 Rev 12/05/2011 The CITY shall pay the CONSULTANT as set forth in this section of the Agreement. Such payment shall be full compensation for work performed, services rendered, and all labor, materials, supplies, equipment, and incidentals necessary to complete the work. Section 1. Maximum Compensation for On -call Agreement. 1.1 Maximum Amount: Any hours worked for which payment would result in a total exceeding the maximum compensation amount specified in Article V above, shall be at no cost to the CITY. 1.2 Manner of Payment: Each Task will set forth whether the CITY will pay the CONSULTANT for work performed under such Task on a time and materials price basis or on a lump sum basis. Section 2 of this Exhibit applies to all Tasks where the CITY will pay the CONSULTANT on an hourly basis for the work performed. Section 2. Payment Hourly Rate basis. EXHIBIT C COMPENSATION 2.1 Payment shall be on the basis of the CONSULTANTS cost for actual labor, overhead and profit plus CONSULTANTS direct non -salary reimbursable costs as set forth in the attached Exhibit C1. Notwithstanding anything to the contrary, the multiplier set forth in Exhibit D is valid for the term of this On -call Agreement unless changed by written amendment. 2.2 Labor costs shall be based on the estimates shown in Exhibit C1 and hourly wages and rates shown in Exhibit D. Exhibit D shall be updated each January to reflect the CONSULTANT'S current wage rates for the coming calendar year. Hourly rates shall be based upon an individual's hourly wage, times a multiplier as shown in Exhibit D. The multiplier shall include overhead, CADD, computer and profit. General clerical time shall be considered an overhead item, except where specific work items are involved that require one hour or more continued effort, in which case time will be charged on the basis, of hours worked. 2.3 The direct non -salary reimbursable costs are those directly incurred in fulfilling the terms of this Agreement, including, but not limited to, travel, subsistence, telephone, reproduction and printing, supplies and fees of outside services and CONSULTANTs. No overhead and profit may be added to direct non -salary reimbursable costs. Section 3. Payment Additional Requirements 3.1 The Task shall specify the maximum amount of compensation for the work, including both payment for professional services and reimbursable expenses. CONSULTANT shall complete all work it is required to perform under the Task for no more than the specified maximum amount. Any hours worked for which payment would result in a total exceeding this maximum amount shall be at no cost to CITY. 3.2 If the Task itemizes budget amounts for any phase or category of work then CONSULTANT shall not exceed such itemized amount without the City Engineer's prior written authorization. The City Engineer may approve, in writing, transfers of budget amounts between any of the phases or categories of work listed in the Task, provided the aggregate total compensation does not exceed the maximum compensation. 3.3. Payment for "Extra Work" performed under Section XI of this Agreement shall be as agreed to by the OCA 2011 03 17 Rev 12/05/2011 parties in writing. 3.4 Invoice: Every month CONSULTANT shall invoice CITY for work performed during the immediately previous month. Invoices shall detail the work, hours, employee name, and hourly rate; shall itemize with receipts and invoices the non -salary direct costs; shall indicate the specific task or activity in the Scope of Work to which the costs are related; a detailed description of the reimbursable expenses incurred and the amount of such expenses, documents supporting the reimbursable expenses and shall indicate the cumulative total for each task. The invoice shall also show the total to be paid for the invoice period, the aggregate amounts of payments received to date under the Task and the balance of maximum compensation for remaining work on the Task. The CITY shall review the invoices and make payment for the percentage of the Task that has been completed less the amounts previously paid. 3.5 Electronic Funds Transfer. (a) Method of payment. (1) All payments by the City under this contract shall be made by electronic funds transfer (EFT), except as provided in paragraph (a)(2) of this clause. As used in this clause, the term "EFT" refers to the funds transfer and may also include the payment information transfer. (2) In the event the City is unable to release one or more payments by EFT, the CONSULTANT agrees to either (i) Accept payment by check or some other mutually agreeable method of payment; or (ii) Request the City to extend the payment due date until such time as the City can make payment by EFT (but see paragraph (c) of this clause). (b) CONSULTANT'S EFT information. Within two weeks following award of the contract, CONSULTANT shall arrange for EFT transfer through the City's Finance Department following Finance Department policy. In the event that the EFT information changes, the CONSULTANT shall be responsible for providing the updated information to the City's Finance Department. (c) Suspension of payment. If the CONSULTANT'S EFT information on file with the Finance Department is incorrect, then the City need not make payment to the CONSULTANT under this contract until correct EFT information is provided and processed; and any invoice or contract financing request shall be deemed not to be a proper invoice for the purpose of late payment under this contract. (d) Liability for uncompleted or erroneous transfers. (1) If an uncompleted or erroneous transfer occurs because the City used the CONSULTANT'S EFT information incorrectly, the City remains responsible for (i) Making a correct payment; (ii) Paying any late payment penalty due after 30 days of City receipt of a proper invoice; and (iii) Recovering any erroneously directed funds. (2) If an uncompleted �r erroneous transfer occurs because the CONSULTANT'S EFT information was incorrect, or was revised within 30 days of City release of the EFT payment transaction, and (i) If the funds are no longer under the control of the City's Finance Department, the City is deemed to have made payment and the CONSULTANT is responsible for recovery of any erroneously directed funds; or (ii) If the funds remain under the control of the City's Finance Department, the City shall not make payment, and the provisions of paragraph (c) of this clause shall apply. (e) EFT and late payment interest. A payment shall be deemed to have been made in a timely manner in accordance with the payment terms of this contract if, in the released EFT payment transaction, the date specified for settlement of the payment is on or before the late payment due date. (f) Liability for change of EFT information by financial agent. The City is not liable for errors resulting from changes to EFT information made by the CONSULTANT'S financial agent. OCA 2011 03 18 Rev 12/05/2011 (g) Payment information. The Finance Department shall forward to the CONSULTANT available payment information that is suitable for transmission as of the date of release of the EFT, using the format and delivery method most convenient to the City. If the City makes payment by check in accordance with paragraph (a) of this clause, the City shall mail the payment information to the remittance address contained on file. END OF EXHIBIT OCA 2011 03 19 Rev 12/05/2011 Task Task 1: Preliminary Research Support Task 2: Data Review Task 3: Field Reconnaissance Task 4: Summary of Findings Task 5: Short Term Refuse Assessment Containment Support Task 6: Drainage System Modifications Assessment, Design, and Support EXHIBIT C1 BUDGET OF INITIAL TASKS Estimated Labor Cost $1,135.00 $8,031.00 $3,750.00 $4,239.00 $21,956.00 $0.00 $22,827.00 $333.00 END OF EXHIBIT Estimated Direct Cost $0.00 $0.00 $111.00 $0.00 Estimated Sub consultant Cost $500.00 $10,000.00 $7,000.00 $4,768.00 $4,000.00 $8,000.00 Total Cost All tasks above (Task 1 through Task 6) shall be paid on an hourly (time and materials) basis. OCA 2011 03 20 Rev 12/05/2011 Total Budget $1,635.00 $18,031.00 $10,861.00 $9,007.00 $25,956.00 $31,160.00 I $96,650.00 Title Herrera Environmental Consultants, Inc. (Prime) Executive Principal Engineer Principal Engineer Director of Engineering Practice Director Principal Planner Senior Engineer Senior Engineer Project Engineer Project CAD /GIS Staff CAD /GIS Accounting Administrator Administrative Coordinator Administrative Coordinator EXHIBIT D1 HOURLY WAGE RATES (2011) Direct Salary Overhead Profit (DS) (fill -in of (fill -in Total (range) DS) of DS) Rate $61.00 195% 32% $199.47 $61 00 195% 32% $199.47 $60.10 195% 32% $196.53 $59.16 195% 32% $193.45 $57.12 195% 32% $186.78 $46.29 195% 32% $151.37 $38.56 195% 32% $126.09 $38.93 195% 32% $127.30 $32 75 195% 32% $107.09 $29 21 195% 32% $95 52 $29.25 I 195% 32% $95.65 $24.23 I 195% 32% $79.23 $23.801 195% 32% $77.83 BHC Consultants, LLC (subconsultant) Project Manager (B Horton) $60.60 190% I 25% I $190.89 Senior Structural Engineer (J Lutz) $65.00 190% I 25% I $204 75 Staff Engineer (A Werner) $34.70 190% I 25% I $109.31 Principal (QA/QC Review) (R Owes) $100.00 5% I 25% $130.00 CADD Manager (P Simon) $41.30 190% I 25% I $130.10 I CADD Technician (M Caldwell) $29.10 190% I 25% I $91 67 I CADD Technician (G Castillo) $26.50 190% I 25% I $83.48 I Accounting Administrator (U Pierson) $26.00 190% I 25% I $81.90 I Administrative Coordinator (M Robinson) I $24.00 190% I 25% I $75 60 OCA 2011 -03 21 Rev 12/05/2011 Aspect Consulting (subconsultant) Senior Associate Geologist Senior Assoc. Geotechnical Engineer Associate Engineering Geologist Senior Staff Geotechnical Engineer Staff Geologist /hydrogeologist /engineer Senior Geologist/Field Supervisor Information Management Specialist Senior CAD /GIS Specialist Project Assistant Accounting Assistant/AR Senior Project Assistant Northwestern Territories, Inc. (NTI) (subconsultant) Principal Surveyor Project Surveyor Construction Survey Crew 1 person Construction Survey Crew 2 person Geologist Consultant* Project Engineer Technician *Consultant is Harriet Cornachione EXHIBIT D HOURLY WAGE RATES (per performance year) (Continue) Direct Salary (DS) (range) $55.33 $48.62 $46.51 $28.13 $24 16 $37.33 $27.78 $30 23 $20.02 $20.84 $24.99 $24 00 $22.00 $25.00 $40.00 $45.00 $29.00 $17.50 END OF EXHIBIT Overhead (fill -in of DS) DS) 194% 194% 194% 194% 194% 194% 194% 194% 194% 194% 194% 287% 287% 287% 287% 0% 287% 287% Profit (fill -in of Total Rate 30% $179.14 30% I $157.41 30% $150.58 30% $91.07 30% 30% 30% 30% 30% 30% 30% 30% 30% 30% 30% 50% 30% 30% $78.22 $120.86 $89.94 $97.87 $64.82 $67.47 $80 91 $100 08 $91 74 $104.25 $166.80 $67.50 $120.93 $72.98 OCA 2011 -03 22 Rev 12/05/2011 2. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors and personal injury and advertising injury. The CITY shall be named as an insured under the CONSULTANT's Commercial General Liability insurance policy with respect to the work performed for the CITY. EXHIBIT E INSURANCE INSURANCE REQUIREMENTS FOR PROFESSIONAL SERVICE AGREEMENTS MINIMUM SCOPE OF INSURANCE CONSULTANT shall obtain insurance of the types described below: 1. Automobile Liability insurance covering all owned, non owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington._ 4. Professional Liability insurance appropriate to the CONSULTANT's profession. MINIMUM AMOUNTS OF INSURANCE CONSULTANT shall maintain the following insurance limits: 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate. 3. Professional Liability insurance shall be written with limits no less than $1,000,000 per claim and $1,000,000 policy aggregate limit. OTHER INSURANCE PROVISION The CONSULTANT's Automobile Liability and Commercial General Liability insurance policies are to contain, or be endorsed to contain that they shall be primary Insurance as respect the CITY. Any Insurance, self- insurance, or insurance pool coverage maintained by the CITY shall be excess of the Contractor's insurance and shall not contribute with it. ACCEPTABILITY OF INSURERS Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. OCA 2011 -03 23 Rev 12/05/2011 VERIFICATION OF COVERAGE CONSULTANT shall furnish the CITY with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the CONSULTANT before commencement of the work. NOTICE OF CANCELLATION The CONSULTANT shall provide the CITY with written notice of any policy cancellation, within two business days of their receipt of such notice. FAILURE TO MAINTAIN INSURANCE Failure on the part of the CONSULTANT to maintain the insurance as required shall constitute a material breach of contract, upon which the CITY may, after giving five business days notice to the CONSULTANT to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the CITY on demand, or at the sole discretion of the CITY, offset against funds due the CONSULTANT from the CITY. OCA 2011 -03 END OF EXHIBIT 24 Rev 12/05/2011 Title Herrera Environmental Consultants, Inc. (Prime) Executive Principal Engineer Principal Engineer Director of Engineering Practice Director Principal Planner Senior Engineer Senior Engineer Project Engineer Project CAD /GIS Staff CAD /GIS Accounting Administrator Administrative Coordinator Administrative Coordinator BHC Consultants, LLC (subconsultant) Project Manager Senior Structural Engineer Staff Engineer Principal (QA/QC Review) CADD Manager CADD Technician CADD Technician Accounting Administrator Administrative Coordinator EXHIBIT F CONSULTANT'S KEY PERSONNEL AND SUB CONSULTANTS Personnel Carlos Herrera Michael Spillane Tom Bourque Jose Carrasquero Kittie Ford Jeff Parsons Tyson Wright Gus Kays Todd Prescott Ruben Rodriguez Miranda LaJudice Jeanne Robertson Shannon Wadkins Bard Horton Jim Lutz Aaron Werner Ron Owes Patti Simon Marc Caldwell Glenn Castillo Uma Pierson Melanie Robinson OCA 2011 03 25 Rev 12/05/2011 Aspect Consulting (subconsultant) Senior Associate Geologist Senior Assoc. Geotechnical Engineer Associate Engineering Geologist Senior Staff Geotechnical Engineer Staff Geologist Senior Geologist/Field Supervisor Information Management Specialist Senior CAD /GIS Specialist Project Assistant Accounting Assistant/AR Senior Project Assistant EXHIBIT F CONSULTANT'S KEY PERSONNEL AND SUB- CONSULTANTS (Continue) John Strunk John Peterson David McCormack Andrew Holmson to be determined Robert Hanford Parker Wittman Steve Cudd Lisa Maeda Mirka Ramsey Cecelia Grasso Northwestern Territories, Inc. (NTI) subconsultant) Principal Surveyor I Tom Roorda END OF EXHIBIT 1 1 OCA 2011 03 26 Rev 12/05/2011 THIS AMENDMENT NO. 3 is made and entered into this 28" day of March. 2013, by and between the City of Port Angeles, a non charter code city of the State of Washington: (hereinafter called the "CITY and Herrera Environmental Consultants a Washington Corporation authorized to do business in the State of Washington (hereinafter called the "CONSULTANT NOW, THEREFORE, in consideration of the representations and the terns, conditions, covenants and agreements set forth in the original AGREEMENT and this AMENDMENT, the parties hereto agree as follows: SECTION 1 The City entered into the. existing AGREEMENT with CONSULTANT on December 9. 2011, (the AGREEMENT), Amendment No.1 on March 13, 2012 and Amendment No. 2 on June 19, 2012. SECTION 2 AMENDMENT NO.3 TO THE AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF PORT ANGELES AND HERRERA ENVIROMENTAL CONSULTANTS OCA 2011 -03 I. AMENDMENT SCOPE OF WORK The scope of professional services to be performed is amended to include addition al work Tasks 14 -18 as described in the attached Exhibit A. The CONSULTANT shall provide and furnish all services and material necessary to accomplish the additional Tasks 14 -18 identified in attached Exhibit A. II. TIME OF PERFORMANCE The work for all Tasks shall be completed in accordance -with the schedule set forth in the attached Exhibit B. III. MAXIMUM COMPENSATION The maximum compensation in Section V of the Agreement is amended to $1,567,771. IV. EXHIBITS OCA 2011 -03 Amendment 3. Page 1 3 -28 -2013 000254 This Amendment, including its exhibits, constitutes the entire Amendment, supersedes all prior written or oral understanding related to the subject of this Agreement, and may only be changed by written agreement by both parties. The following exhibits are hereby made part of this Amendment: Exhibit A Exhibit B Exliibit C Exhibit D SECTION 3 RATIFICATION Scope of Services of Tasks Schedule of Performance to Tasks Budget of Tasks Hourly Wage Rates Except as modified herein, the original AGREEMENT is confirmed and ratified. In WITNESS WHEREOF, the parties hereto have executed this Amendment No.3 to the Agreement as of the date and year written above. CITY OF PORT ANGELES CONSULTANT pp By: �,.2J /Ll/, By: Michael Spillane, P.E. Dan McKeen, City Manager ATTEST: J ssa Hurd, City Clerk APPROVED AS TO FORM: E. Bloor. City Attorney Title: CEO, Herrera Environmental Corhul4 -rd (n C OCA 2011 -03 Amendment 3, Page 2 3 -28 -2013 EXHIBIT A SCOPE OF SERVICES TASKS The original Scope of Services dated December 9. 2011 provided for the CONSULTANT to assess the City's 304- compliant section of the landfill for bluff stability, develop both short and long term strategies to prevent refuse from spilling onto the beach, and design drainage revisions to prevent erosion. BaseD on the CONSULTANT's findings, the CITY requested through Addendum No. 2 that the CONSULTANT investigate solutions and develop conceptual design alternatives which included subsurface investigations, geomorphic evaluations, 304 compliant cell relocation scenarios, comparisons between on- site and off -site disposal, and cost analysis. Five alternatives were developed that provided a comprehensive overview of options and their application to selection criteria including: (1) Environmental impact (2) Level of infrastructure protection (3) Cell encroachment (refuse at risk) (4) Fundability (5) Ability to monitor and manage future bluff retreat. Alternative 3 which include end' wall protection on the existing seawall shall be pursued for design in 2013 and construction in 2014. The Scope of the Services provided shall include the development of permits and the 30% level design to resolve the issue of erosion of the marine bluffs that are currently threatening to expose municipal solid waste and allow that waste to spill onto the beach. The primary element of the design is waste relocation to manage the retreat from the most at- risk areas of the landfill along the bluff. The conceptual design Alternative 3 includes the following elements: Solid waste located within the northern 150 feet of the eastern 304- compliant landfill (approximately 265.000 cubic yards) will be relocated to a new cell of similar capacity on the 351- compliant landfill. The volume was estimated from the existing 304 compliant landfill well logs, historic photos, and subsequent borings (four in 2012). Remaining solid waste will be •configured for a stable closure that ties into the remaining east 304- compliant landfill cover system. In addition, the existing seawall will be upgraded at both east and west ends to protect shoreline and Dry Creek erosion and other impacts along the side and behind the seawall. Either rip rap or concrete armoring units will be utilized within the approximate footprint of the existing rip rap located at the east and west ends of the seawall. Interface with the bluff face on the east end will be critical, as the bluff will migrate to the south over time while the seawall remains.stable. The orientation of the end wall protection will be designed in anticipation of this migration to continue protection of the east end over time. The end wall protection may be rip rap, concrete armoring units, or some other form that may be influenced not only by eventual function, but also by constructability. Seawall ends may have additional OCA 2011 -03 Amendment 3, Page 3 3/29/2013 improvements to assure proper sealing between leachate collection system and outer end protection. Both 304 and 351cover systems will need to meet solid waste closure requirements designated either by WAC 351 or 304. The cover system may utilize an altemative, approved liner system to allow a 2:1 (H:V) slope. A toe drain/intercept will be designed to intercept residual leachate and landfill gas. Exposed native slopes will he stabilized through regarding, where possible. Surface water will proceed north through the newly open area of the 304 East cell and utilize the existing Notch 2 drainage outlet. This outlet will require modification. Solid waste removals may extend to the west to include shallow removals (up to 15 feet depth) along the central north portion and a small portion of the Valley Cell. Both areas are not well defined regarding depth or extent and type of solid waste. The Valley Cell removal will be reconfigured for a WAC 351 or 304 landfill cover system. Waste removals through the shallow cell are necessary to convey surface water. The 351- compliant landfill will be reopened to allow an approximate 265,000 cubic yard cell development on top and within the permitted elevation and footprint boundaries. Solid waste will be placed in lifts to final grades between 3:1 and 2:1 (H:V), depending on the closure strategy. A WAC 351 closure system will be designed with gas wells and/or laterals extending into the new cell. Cell preparation will begin with the existing cover system being removed from the new cell footprint. A temporary gas management system will be installed to control oxygen intrusion and gas exposure in the working area. The final cover system will include lining system. gas system, surface water system, and access. An on -site construction access system will be established to allow solid waste transfer from the 304 compliant landfill to the 35I- compliant landfill. Waste screening, staging areas, and control entrances will be included. Both shoreline and landfill facility activities will require permitting. Shoreline work will include activities below the mean higher high water (MHHW) line of the Strait of Juan de Fuca including site access and construction activities for end wall protection at the existing seawall. Shoreline work also will occur below the ordinary high water mark of Dry Creek for placement of large woody debris structures to deflect the stream thalweg away from the seawall west end. Permitting will include federal, state, and local compliance. Landfill permitting will be required for opening and reclosing the east 304 compliant landfill and opening, filling, and operating the 351 compliant landfill. Shoreline permitting may require a scheduling off -set compared to landfill scheduling. End wall protection materials analysis and initial configurations will require early review by Washington State Fish and Wildlife. This early review may delay selection of the end wall approach, resulting in impacts on the Seawall Improvements and End Protection Technical Memorandum and 30% design. It is not anticipated this would affect the final design schedule (end of 2013). OCA 2011 -03 Amendment 3. Page 4 3/29/2013 This scope of services is phase 1 of two phases. Phase 1 (April August 2013) will initiate permitting for both landfill and shoreline work; 304- compliant landfill and 351 compliant landfill Engineering Report; 30% Landfill conceptual design; and 30% seawall end protection and Dry Creek conceptual design. Phase 2 (August 2013 Spring 2014) will scope and budget subsequent permitting efforts and completion of the design process consistent with regulatory feedback and conceptual design development. The specific tasks involved are: TASK 14- PROJECT MANAGEMENT Objective: To manage the work performed to achieve the overall project schedule and budget limitations and to coordinate work efforts among the project team, the CITY, regulatory agencies, and consultants working on other aspects of the project. Activities: CONSULTANT shall provide the following engineering services: A. Complete all assigned administrative, contractual. and financial components of the work. B. Facilitate interaction of all parties, including Consultant's Project Manager, subconsultants and regulatory agencies. with the CITY. C. Provide management and supervision of subconsultants. D. Provide management and oversight of progress and budgets. E. Provide monthly progress reports. F. Conduct weekly design coordination meetings. G. Participate in monthly Progress Meetings with the CITY. H. Ensure conformance for all subconsultants with the Project Management Structure, schedules, budgets, and deliverables. 1. Develop and maintain (with periodic updates as required) a detailed Project Schedule and budget tracking system for the work. The designated Consultant Project Manager will provide a Project Management Structure of the entire Consultant Project Team. This will address the lines of communication through the Consultant Project Manager and. in his /her absence, his /her designee. Project management will be required for the duration of the Agreement. For the purposes of estimating, the scope of work contract period is anticipated to start in April 2013 and continue for 5 months. Deliverables: A. Project Management Structure OCA 2011 -03 Amendment 3. Page 5 3/29/2013 B. Microsoft Project Schedule C. Budget Tracking Worksheet D. Monthly Progress Reports E. Project meeting notes for all meetings including progress, and internal design coordination. Sub -Task 14.1— Project Management Structure Objective: The CONSULTANT shall develop a Project Management Structure for distribution to all personnel involved with the project. The Project Management Structure, intended to guide the execution of the project. includes but is not limited to the following elements listed below. Activities: CONSULTANT shall provide the following services: A. Provide for all assigned administrative, contractual, and financial components of the work. B. Address the Project Manager's role, responsibilities, and communications plan. C. Include project team members, their levels of responsibility, and authority. D. Include staffing directory and identifies individual responsibilities. E. Organization of the project. Deliverables: A. Project Management Structure Sub -Task 14.2 Project Schedule Objective: Prepare a detailed schedule of project activities. Plan and provide adequate resources to assure schedule requirements are met. Schedule requirements will incorporate both internal and external milestones. (Note: Project schedule is assumed to consist of 50 activities or less.) Activities: CONSULTANT shall provide the following services: A. The CONSULTANT shall prepare and maintain throughout this project a schedule, using Microsoft Project. The schedule will be updated monthly. B. The Consultant shall monitor the budget in order to track expenditures and to monitor costs against budgets and anticipated expenditure rates. This shall include OCA 2011 -03 Amendment 3. Page 6 3/29/2013 Deliverable: preparation of Excel spreadsheets to track expenditures for each subconsultant and the entire project. A. Project Schedule B. Budget Tracking Worksheet Assumptions: A. Schedule shall be approximate due to external factors such as regulator review and scope adjustment. B. Schedule will target only the approved scope of services. Sub -Task 14.3 Budget Control and Monthly Progress Reports Objective: CONSULTANT shall provide contract administration in order to ensure that all cost documentation procedures are completed in accordance with the contract. Activities: CONSULTANT shall provide the following services: A Provide management and oversight of all CONSULTANT personnel. R Ensure the commitment and allocation of personnel required for completion of this work throughout the performance of the work. C. Consultant Project Manager will track progress and budget status for Consultant personnel on a weekly basis. D. Provide Cost Control /Progress Reporting: a. Manage the subconsultants and the contract budget. b. Prepare monthly project status reports that compare work accomplished with schedule activities and compare expenditures with task budgets. c. Documentation will include details of expenditures on each task and will show the hours worked by project personnel and other direct expenses related to the task. Deliverables: d. Prepare monthly progress report describing the status of work completed, schedule status, budget status, and estimates of the completion percentage of each task. A. Monthly Progress Report OCA 2011 -03 Amendment 3. Page 7 3/29/2013 Assumptions: Work is anticipated to begin April 2013 with the first phase ending in August 2013. Subsequent work to final design will require additional scope, budget, and CITY approval. Sub -Task 14.4 Progress Meeting, Design Team Coordination Meetings, and Other Meetings Objective: Monthly Project Progress Meetings. team coordination meetings. and other meetings will be identified and budgeted under this sub -task. Sub -Task 14.4 identifies all budgeted meetings including the meetings purpose, consultant attendees, and anticipated schedule dates. Activities: Consultant shall provide the following engineering services: A. Progress Meetings: a. Key members of the Consultant's project team shall meet with CITY staff to review project progress and address project issues. b. The Consultant Project Manager and one additional staff member (a maximum of two people per meeting including the Project Manager) from the project team as appropriate for the items to be addressed at the coordination meetings, will attend each meeting. c. Consultant shall prepare and distribute a summary of the meeting discussion and results to all participants. The meetings are assumed to require four (4) hours for each participant including one (1) additional hour for meeting note preparation. The hours associated with three (3) meetings are included in the budget estimate. B. Internal Design Coordination Meetings a. The CONSULTANT shall hold monthly in house design coordination meetings to track progress and budgets on task specific elements of the work. These meetings will address budgets and deliverables for each area of work and will be used to ensure that resources and personnel are applied to complete individual assignments and the overall project. Meetings will be focused on components of the work that are critical to ongoing deliverables and which precede other activities on the critical path. The CITY shall be invited to all internal design coordination meetings. b. The CONSULTANT shall coordinate general and overall design concepts. OCA 2011 -03 Amendment 3. Page 8 3/29/2013 Assumptions: c. For those tasks that require detailed discussions not appropriate for the meeting forum, the CONSULTANT shall confer and coordinate design details with CITY staff. C. Coordination Meetings with Regulatory Agencies a. It is anticipated that a maximum of up to three (3) meetings will be held with regulatory staff during the preliminary design effort. b. The CONSULTANT shall provide meeting minutes to the CITY and the regulatory staff who attended each meeting. D. City of Port Angeles City Council Presentation a. Provide project updates and present preliminary design, solid waste operations approach, revised construction costs, and permitting status. b. Present and discuss Phase 2 work elements and associated budget in August 2013. Deliverables: A. Meeting notes B. City Council presentation materials A. Progress Meetings: a. Three (3) progress meetings will be attended by the Consultant's Project Manager, a project engineer, and permitting representative. The meetings are anticipated to average four (4) hours in length with an additional one (1) hour budgeted to prepare and distribute meeting notes. The meetings will occur in Seattle, Washington and the City will attend by webconference. C. Internal Design Coordination Meetings: a. Three (3) meetings attended by the Project Manager and two (2) Lead Engineers /Scientists are anticipated averaging 1.5 hours in length with an additional one (1) hour budgeted to prepare and distribute meeting notes. OCA 201 1 -03 Amendment 3, Page 9 3/29/2013 b. Up to four (4) ad hoc meetings attended by two (2) design team members can be required. It is anticipated each meeting will average 1.5 hour in duration and one (1) hour is budgeted to prepare and distribute meeting notes. D. Coordination Meeting with Regulatory Agencies a. Up to two, 2 -hour meetings attended by the CONSULTANT's Project Manager, one (1) Project Engineer, and one (1) permitting representative. b. One (1) hour to prepare and distribute meeting notes E. City of Port Angeles City Council Presentation a. Two (2) CONSULTANT staff members shall be present; meetings are anticipated to be two (2) hours in duration, resulting in a full day of work including travel. TASK 15- CUMUMLATIVE EFFECTS ANALYSIS OF PRECAST ARMORING UNITS Objective: The CITY has attended two pm-application meetings (October 10, 2012 and February 14, 2013) organized by the U.S. Army Corps of Engineers to start early coordination with state and federal permitting agencies on proposed end wall protection measures. At the February meeting, regulators raised a question about the potential long- term cumulative effects of precast concrete armoring units for shoreline stabilization work instead of natural rock riprap. Concrete armoring units are most commonly used in jetty applications. The agencies expressed concem that their use for a small stabilization project such as the proposed Port Angeles Landfill end wall protection could set a precedent for their use, with unintended cumulative effects if precast materials are used more frequently in our region in place of rock. To address this concern, the CITY will compare the potential short- and long -term effects of precast concrete armoring units and riprap applications at the Port Angeles Landfill site and assess the potential cumulative effects of more frequent use of precast materials. The goal of this task is to validate the design direction, specifically the use of precast concrete armoring units or riprap, for end wall protection structures on the Port Angeles Landfill site. Validation of the design direction is a key decision necessary for meeting permit application timeframes and the overall project schedule. If precast concrete armoring units are selected as the preferred armoring method, this will be considered an "experimental application" requiring post monitoring to assess effectiveness. Several objectives shall be addressed: OCA 2011 -03 Amendment 3. Page 10 3/29/2013 1. Develop concept designs for precast concrete armoring unit and riprap end wall protection structures at the Port Angeles Landfill site at sufficient level of detail to conduct an environmental screening analysis of effects. 2. .Develop and apply screening -level evaluation criteria to precast concrete armoring units and riprap concept designs for end wall protection. 3. Compare outcomes of the screening -level analysis of environmental effects of precast concrete armoring units and riprap concept designs at Port Angeles Landfill site. 4. Qualitatively assess potential trends in long -tern cumulative environmental effects of precast concrete armoring units versus riprap shoreline bank stabilization. 5. Facilitate agreement between CITY and regulatory agencies on materials for end wall protection structures. The use of precast concrete armoring units likely would be implemented as an experimental application. Regulatory agency representatives indicated general support for this approach at the February pre application meeting. Activities: The following activities shall be conducted concurrently. The CONSULTANT shall provide the following engineering services: A. Evaluation Criteria Matrix OCA 2011-03 a. Develop the outline and details of an evaluation matrix to assess effects of the concept designs for a 100 -year storm. The CITY and CONSULTANT shall coordinate with regulatory agencies to target the most appropriate evaluation factors for supporting CITY and agency decisions on end wall structure materials. The extent and level of detail of the evaluation shall be defined through this process. It is critical to maintain focus of the design and regulatory team on the specific goal of this task, and carry that focus throughout development and use of the analysis tool. The analysis must be sufficiently inclusive and detailed to support the decision on material type for the structures. b. The following analysis factors will be considered and finalized into a screening -level evaluation matrix: 1. Structure performance i. Stability ii. Strength iii. Effectiveness (erosion risk reduction) iv. Maintenance Amendment 3. Page 11 3/29/2013 2 B.Concept Designs v. Service Life (durability) Structure characteristics i. Footprint ii. Volume iii. Orientation iv. Configuration v. Materials vi. Constructability 3. Short -tern effects i. Excavation and beach disturbance ii. Construction duration 4. Long -term effects i. Physical habitat (suitability and desirability for species present in this environment) ii. Wave and current energy attenuation iii. Chemical leaching from concrete (literature search only) iv. Recruitment potential for sediment and large woody debris a. The CONSULTANT will develop two concept -level designs (±10 for precast concrete armoring units and riprap end wall protection solutions with sufficient detail to support the goal of this task. The two concept -level designs will be based on existing site conditions (e.g., wave energy, currents, tidal elevations, assumed bluff retreat patterns) and design assumptions appropriate for the materials (e.g., footing depth, structure footprint, material sizing) to achieve similar structure service (e.g., stability and strength), and will be developed consistent with U.S. Army Corps of Engineering Design and Development Standards This will allow for a direct comparison of the pros, cons, and environmental effects of the two options. C. Environmental Evaluation a. The CONSULTANT shall compare the environmental effects of two concept -level designs precast concrete annoring units and dprap using qualitative and quantitative metrics, and prepare a technical memo describing findings and recommendations for the 30% conceptual end wall protection design. The memo will also include an approach for physical and biological post monitoring after structure completion. The CONSULTANT and CITY shall coordinate with regulatory agencies throughout this task to ensure that all aspects of the analysis are fully understood and technical issues are addressed promptly. OCA 2011 -03 Amendment 3, Page 12 3/29/2013 D. Agency Coordination and Meetings a. The CONSULTANT shall coordinate with the CITY and regulatory agencies to obtain input on the evaluation approach, evaluation factors and their application, and reasonable outcomes of this concept -level analysis of end wall protection structure materials. Completion of this task is critical to proceeding with 30% designs for end wall protection and permit application materials. Early and regular communication with regulatory agencies (especially WDFW, USACE. NMFS, and USFWS) is important for maintaining direction, momentum, and focus on the critical outcome of this task, which is a decision on whether to implement precast concrete or riprap end wall protection structures. Deliverables: a. Draft and final design assumptions for concept -level precast concrete armoring units and riprap end wall protection designs. b. Draft and final evaluation criteria for screening -level evaluation of end wall protection materials options. c. Draft and final technical memorandum describing the concepts, evaluation of effects, and findings. Assumptions: a. Meetings: 1. Two progress meetings with the City. 2. Two coordination meetings with regulatory agencies. 3. Meetings will be in Port Angeles, Washington. TASK 16 PERMIT DEVELOPMENT APPLICATIONS Objective: The objective of this task is to provide permitting and operation support for identification and acquisition of required permits and compliance with environmental regulations and requirements. The CONSULTANT shall support the CITY with developing local, state. and federal permit applications necessary to construct the proposed project improvements. Sub -Task 16.1 Solid Waste Permit Operations Update for the 304 /351- Compliant Landfills Objective: The CONSULTANT shall provide permitting and operations support for conducting solid waste activities in the 304 /351 compliant landfill cells at the Port Angeles OCA 2011 -03 Amendment 3, Page 13 3/29/2013 Landfill. This shall involve preparing perniit applications and coordinating with various agencies: including City of Port Angeles Community and Economic Development (CED) and Public Works and Utilities for construction permits: Olympic Region Clean Air Agency for air permits; and Clallam County Environmental Health Services (CCEHS) and Washington Department of Ecology (Ecology) on landfill permits, operations, closure and post closure design and monitoring. The following list includes permits required for construction activities: a. Washington State Environmental Policy Act (SEPA) compliance City of Port Angeles b. Shoreline Substantial Development/Conditional Use Permit City of Port Angeles and Washington Department of Ecology (Ecology) c. Coastal Zone Management Consistency Determination, NPDES Construction Stormwater General Permit Ecology d. Notice of Construction (NOC) Federal Aviation Administration e. The following list includes permits required for landfill operation and closure activities: 1. Solid Waste Permit Landfill Closure Permit Clallam County Environmental Health Services (CCEHS) and Washington Department of Ecology 2. Air Operating Permit Amendments Olympic Region Clean Air Agency (ORCAA) Activities: CONSULTANT shall provide the following engineering services: a. Meet with the CITY Public Works and Utilities (PW &U) staff to thoroughly review all previous permitting agency meetings (if any), relevant documents, requirements and potential issues for each required permit. The CONSULTANT and CITY shall identify and agree upon regulatory agency contacts, interface strategies, and CITY expectations for partnering, coordination, and feedback. b. Meet with CITY Department of Community and Economic Development (DCED) to clarify permit requirements, timelines, and processes. CONSULTANT shall finalize the Permit Acquisition and Management Plan that identities all perniits required, the application and approval process and timing for each application, material required for each permit application, and appropriate agency contacts. c. Initiate a combined pre submittal conference and site visit with DCED to share project concepts, and review applicable requirements in detail. OCA 2011 -03 Amendment 3, Page 14 3/29/2013 d. Initiate Shoreline Conditional Use Permit process. (See sub -task 16.2, Permitting). e. Conduct preliminary meetings with Clallam County Environmental Health (CCEHS) and Ecology to resolve key permitting issues relative to design standards and the unique aspects of the Port Angeles Landfill work. f. Meet with CCEHS to confirm and clarify facility design, waste handling systems design. and anticipated operations and maintenance protocols, approval requirements and agency issues. Ecology would be consulted regularly, as determined by CITY and CCEHS. g Review requirements and issues with CITY and the CONSULTANT's design team. This will include site, civil and stormwater design engineers, landfill gas system design engineers, structural design engineers. and site operations staff from the CONSULTANT's team; and engineering staff, operations staff. drainage reviewers, and managers from CITY. h. Initiate update of Plan of Operations and Operations and Maintenance manual to meet revised design requirements and standards during construction. i. Initiate and review with CITY the Solid Waste Permit modifications. The permit modifications will include engineering reports /plans and specifications that address the design standards of WAC 173 -351 or WAC 173 -304 (to be determined); a plan of operation meeting the requirements of WAC 173 -351 or WAC 173 -304 (to be determined); a closure plan meeting the requirements of WAC 173 -351 or WAC 173 -304 (to be determined); and any additional information required by CCEHS. J• Initiate pre application consultation and review with Olympic Region Clean Air Agency for air permit applications and/or amendments (as applicable). Provide conceptual and 30% design drawings for assessment of permit requirements and integration with update of operations plan. k. Ongoing support will be provided to CITY for contact and communication during permit processing in order to respond to lingering issues from CCEHS, and to incorporate design and operations conditions into facility and site design. Additional coordination will be required with the City of Port Angeles Fire Department from the perspective of dealing with hot loads, firefighting, and hazardous materials response. Deliverables: a. CONSULTANT shall prepare a Permit Acquisition and Management Plan. b. CONSULTANT shall initiate consultation and documentation for construction permit applications. OCA 2011 -03 Amendment 3, Page 15 3/29/2013 c. CONSULTANT shall initiate consultation and documentation for Solid Waste Permit Modification application. d. CONSULTANT shall initiate consultation and documentation for air permit to support solid waste operations. e. SEPA checklist and Shoreline Substantial Development/Conditional Use Permit application. f. Update of the Operations Plan and Financial Assurances. Assumptions: a. The complete permitting process and requirements are shown in Task 16. Final permit applications will require advanced designs and specifications (-90 Phase I budget will initiate the permitting process based on 30% design. Additional budget will be required under Phase II to complete permitting process. b. SEPA and Shoreline Substantial Development/Conditional Use Permit. and Coastal Zone Management Consistency Determination will be integrated with Seawall End Protection process. Budget for these activities is included in Task 16.2, Permitting. c. Temporary dewatering and wastewater discharges associated with construction activities are covered by existing landfill closure permits. d. NEPA compliance will not be necessary. e. Preparation of environmental checklist and MDNS will satisfy SEPA requirements. Sub -Task 16.2 Permitting Objective: The CONSULTANT shall support the CITY with developing local. state, and federal permit applications necessary to construct the project improvements. The efforts in this task will be coordinated with sub -task 16.1 work to ensure that full permitting coverage is provided for the project. This task includes construction permits and approvals for upland and shoreline activities to excavate and grade within the landfill, install seawall end protection at the east and west ends of the existing seawall, and install engineered wood adjacent to Dry Creek to provide further protect the west end of the Landfill. Input from permitting agencies and the Lower Elwha Tribe gained during two pre application meetings indicates that the City's proposed project approach for limited shoreline protection for existing infrastructure is feasible and permittable. The federal permitting process for Clean Water Act Section 404 compliance is anticipated to be a Nationwide Permit (NWP) or combination of NWPs, although there remains some potential that a Section 404 Individual Permit could be required. The final decision on the federal permit process will be made in conjunction with the U.S. Army Corps of Engineers following additional coordination with OCA 2011 -03 Amendment 3. Page 16 3/29/2013 Ecology, Washington Department of Fish and Wildlife (WDFW), National Marine Fisheries Service (NMFS), and United States Fish and Wildlife Service (USFWS). In either case, acquisition of all permits is expected to be complete within required timeframes for start of construction in 2014. Two permit processes will direct the overall schedule for permit procurement. These are the Section 404/10 permit from the U.S. Army Corps of Engineers (USACOE) for work on the shoreline and the Shoreline Substantial Development/Conditional Use permit from the CITY, which shall apply to the entire scope of the project. The following list of permits and approvals are required for construction of the seawall end protection adjacent to the seawall and shoreline stabilization along Dry Creek: a. Washington State Environmental Policy Act (SEPA) compliance (City of Port Angeles) b. Section 404/10 permit (USACE) and supporting permits and approvals 1. Endangered Species Act compliance (NMFS and USFWS) 1. Section 106/0505 compliance (Department of Archaeology and Historic Preservation, (DAHP)) 2. Individual Section 401 certification (Ecology) 3. Coastal Zone Management Consistency Determination, (Ecology) c. Shoreline Substantial Development/Conditional Use Permit and supporting documentation (City of Port Angeles and Ecology). d. Environmentally Sensitive Areas Report (City of Port Angeles) e. Hydraulic Project Approval (WDFW) f. State Aquatic Lands authorization (Washington DNR, (WDNR)) g. NPDES Construction Stormwater General Permit (Ecology) Activities: CONSULTANT shall provide the following engineering services: A. Develop a detailed permit matrix identifying all permits and approvals, submittal requirements, and review timelines. In addition to the matrix, prepare an overall permitting schedule. B. Initiate SEPA documentation. The anticipated level of SEPA documentation for Port Angeles Landfill construction activities is an expanded SEPA checklist and Mitigated Determination of Non Significance (MDNS). The consultant shall initiate preparation of a SEPA checklist describing all waste relocation and shoreline construction activities and their associated environmental effects. The SEPA documentation prepared in this task will be coordinated with sub -task 16.1 to complete on SEPA checklist for the project. OCA 2011 -03 Amendment 3, Page 17 3/29/2013 C. Initiate Section 404/10 permit process. The CONSULTANT shall coordinate with the U.S. Army Corps of Engineers and CITY to prepare the JARPA application and supporting materials for a Section 404/10 permit. These materials will also be used to apply for Individual 401 Certification from Ecology and an HPA from WDFW. The approximate application target for submitting to the U.S. Army Corps of Engineers is mid summer 2013. The CONSULTANT will coordinate with USACE and the CITY to finalize the permitting approach Nationwide Permits) or Individual Permit Work in Phase 1 will include: a. Initiate preparation of draft JARPA form and drawings, concurrent with 30% design development as detailed information becomes available. b. Initiate preparation of draft Biological Assessment for compliance with the Endangered Species Act (this report must be submitted with the Section 404 permit application). c. Coordinate with CITY staff to initiate preparation of draft Section 106 report (this report must be submitted with the Section 404 permit application). d. Prepare draft Coastal Zone Management (CZM) Certificate of Consistency Form. D. Initiate Shoreline Permit process. The CONSULTANT shall coordinate with the CITY and assist with preparation of a draft Shoreline Development/Conditional Use Permit application and supporting materials. The approximate application target for submitting to the CITY is early summer 2013. The CITY requires a permit- specific application to accompany the other materials identified above, as well as an environmentally sensitive areas report. Work in Phase 1 shall include: a. Prepare draft Shoreline Conditional Use Permit application. This application will be supplemented with the JARPA prepared for the Section 404 permit. b. Initiate preparation of a draft Environmental Sensitive Areas Report. The CONSULTANT shall coordinate with the CITY to determine the range of issues to assess in this report. Environmental sensitive areas defined in the City of Port Angeles Municipal Code include: I. Erosion hazard areas, landslide hazard areas, and seismic hazard areas 2. Wetlands 3. Streams, rivers, riparian areas, drainage corridor, ravine 4. Marine bluffs, beaches 5. Fish and wildlife habitats E. Initiate other environmental permit processes. The CONSULTANT shall coordinate with the CITY and regulatory agencies to determine submittal requirements for other permits and initiate preparation of as many submittal materials as possible in the April through August timeframe. OCA 2011 -03 Amendment 3, Page 18 3/29/2013 Deliverables: A. Draft and final versions of permitting matrix and schedule B. Draft JARPA form C. Draft versions of applications and supporting documentation, including but not limited to SEPA checklist, required for the early summer submittal of the Shoreline Substantial Development /Conditional Use Permit. Assumptions: A. SEPA and Shoreline Substantial Development/ Critical Use Permit. and Coastal Zone Management Consistency Determination processes will be integrated with Solid Waste permit and Operations Update processes. TASK 17 30% Design Development Objective: A design report, including technical memoranda will be prepared for both the landfill and shoreline activities. The landfill work will include both 304 compliant and 35I- compliant landfills. The shoreline work shall include seawall end protection and placement of large woody debris within and along Dry Creek to provide bank roughness and to deflect the stream thalweg away from the seawall west end to further protect the existing seawall. The purpose of this task is to develop a basis for design and preliminary design for modifications to the existing closed 304 -complaint landfill cell and closed 351 compliant landfill cell. The design report is intended to: A. Support an application to CCEHS and Ecology to modify the existing landfill cells and will comply with the requirements of WAC 173 -351 -730 (5) (b). B. Provide design criteria. C. Develop 30% designs for both the 304 compliant and 351- compliant corrective actions. D. Develop 30% design for end wall protection and engineered wood placement in Dry Creek. R 30% design will be sufficient for project permitting requirements. Activities: CONSULTANT shall provide the following engineering services: OCA 2011-03 A. Baseline Conditions and Constraints a. Site visit and meetings. Collect pertinent site operational data to support landfill design. Amendment 3. Page 19 3/29/2013 1. On -site with operations staff to: review existing infrastructure, take photographs. identify existing operations and maintenance activities, identify if existing facilities require any modifications. 2. Meeting with CITY Engineering and Operations staff to review: i. Data the CITY shall provide the CONSULTANT for review: a. Leachate quantities b. Landfill Gas (LFG) quantities c. Solidwaste quantities d. Permitted height restrictions ii. Cover system alternative concepts for both 304- compliant and 351 complaint cells. Consider both temporary and permanent conditions. Conceptual grading alternative concepts for both 304 compliant and 351- complinat cells. iv. Leachate /LFG /Storm water facility modification alternative concepts. 3. Discussions with Ecology and CCEHS: i. Permitting requirements, supporting documents, and timelines. ii. Project Constraints iii. Conceptual Alternatives iv. Concepts for Cover System Alternative 2 types v. Grading Concepts b. Develop Baseline Conditions for Landfill Physical Characteristics. Prepare AutoCAD drawing files and exhibits with existing systems and feature information. Compile the volume information and monitoring data in excel spreadsheets. 1. Topographic and infrastructure mapping: i Develop design base map with topographic, utility, and other design features including the seawall, 304 conipliant landfill, and 351- compliant landfill. OCA 2011 -03 Amendment 3. Page 20 3/29/2013 ii. Collected topographic data and utility data from City owned property located east of the Port Angeles Landfill. Collect topographic data along the lower 200 feet of Dry Creek identifying wetlands and Ordinary High Water Mark (OHWM). iv. Establish three (3) additional survey control points (TBD in the field) 2. Projected bluff retreat range. 3. Existing landfill cover and liner systems 4. Existing Leachate/LFG /Stormwater systems 5. Extent of solid waste i. Results of geophysical and geologic investigations ii. Limitations 6. Leachate volumes generated. 7. LFG volumes generated. 8. Groundwater monitoring data, seasonal characteristics 9. LFG monitoring data. 10. Wetland delineation and OHWM flagging along Dry Creek. c. Review and document site constraints. A summary of design constraints and considerations will be prepared for each item listed below. 1. Continued transfer station operation 2. Height restrictions for landfill cells 3. Stormwater /Utility infrastructure 4. Leachate control facilities 5. LFG control facilities 6. Beach Mitigation 7. Adjacent property uses /owners 8. Wetlands /resource constraints 9. Archeological information OCA 2011 -03 Amendment 3. Page 21 3/29/2013 B. Identify Landfill Basis for Design. Prepare Basis for Design criteria for preferred landfill corrective actions design. Designs will be developed to a conceptual level and evaluated in terms of performance and construction cost. The following will be included: a. Cover System Alternatives. 1. Cover system alternatives to be evaluated. The CONSULTANT shall develop two (2) alternative systems with description of components, design constraints, pros and cons, and conceptual construction and annual maintenance cost comparisons for each alternative. The CONSULTANT shall estimate required soil component quantities and characteristics for each cover system alternative: i. 304- compliant Landfill Cell Permanent Cover (a) Traditional cover system with geomembrane. vegetative soil and hydroseed for erosion control (no geosynthetic clay liner (GCL)) (b) Synthetic Turf System ii. 304 complaint Landfill Cell Temporary Cover (up to twenty years) (a) Exposed Geomembrane Cover (b) Low permeability soil ii. 351- Compliant Landfill Cell Permanent Cover (a) Traditional cover system with GCL, geomembrane. vegetative soil and hydroseed for erosion control (b) Synthetic Turf System iv. 351- Compliant Landfill Cell Temporary Cover (up to twenty years) (a) Exposed Geomembrane Cover v. Daily cover system requirements to be specified during construction. 2. Identify potential on -site borrow material sources and develop rough estimate of quantities. Conduct stability analyses for various landfill configurations and cover system alternatives. OCA 2011 -03 Amendment 3. Page 22 3/29/2013 b. Site Grading Alternatives and Relocation Volumes 1. Develop Design Assumptions. i. Bluff retreat rates to use for design purposes. ii. Design slopes for landfill configurations and bluff retreat iii. Reuse of soil components of existing cover systems iv. Land use assumptions for future conditions 2. Develop conceptual 304 compliant cell grading plans for 25 year bluff retreat rate. Provide volume calculations of total cut and fill, cap material to be salvaged for reuse. material to be used in cover systems, and refuse to be removed for each alternative. 3. Develop conceptual 351- complaint cell grading plans for 25 year 304 complant landfill cell solid waste removal volume. Provide volume calculations of total fill, cap material to be salvaged for reuse, material to be used in cover systems. 4. Develop seawall end protection details. 5. Develop Dry Creek wood placement protection details. 6. Develop protective wall concept behind east end seawall 20 ft. c. Landfill Gas Control Facility I. Identify landfill gas extension locations for both 304 complaint and 351- compliant landfills. Describe extension method, design criteria, and sizing. 2. Identify temporary gas control system. Provide layout, typical details, descriptions, performance, and limitation using "Tiki Torch" system. d. Stormwater Control Facility 1. Perform hydrologic calculations to determine 25 -year design storm flows for the disturbed areas within 304 compliant and 351- complaint landfills requiring surface water control. Provide ditch and culvert sizing as necessary. 2. Show new conveyance alignment to Notch 2 and 351- complaint Landfill existing storm water system. OCA 2011 -03 Amendment 3. Page 23 3/29/2013 e. Leachate Control Facility 1. Show typical collection trench at 304 complaint landfill slope toe. 2. Discuss need for sump and pump system to existing sanitary sewer system. f. Seawall End Protection 1.Perform end protection scour and design calculations. 2. Provide comparison of rip rap vs. precast concrete armoring units. 3.Prepare sizing and placement configurations. 4. Prepare typical sections and Layout. g• Dry Creek Assessment 3. Perform stream geomorphic assessment to determine bluff stability and erosion rates. 4. Use HEC -RAS 1 -D model to calculate stream water levels and velocities. 5. Perform Zero -Rise analysis to assess in- stream wood placement. h. Geotechnical Evaluation and Data will include: 1. Slope stability of the excavated 304 complaint landfill (including east and west slopes and re- graded north slope) 2. Construction access road and permanent service road stability for 3O4complaint and 351- complaint landfills. 3. Site soil compaction requirements for structural fill placement including roads and soil cover on new and existing liners. 4. Valley Cell cut slope evaluation and stability analysis. 5. Review proposed seawall and end wall protection design i. Review calculations of end wall protection design ii. Evaluate end wall scour protection requirements ii. Evaluate bluff stabilization altematives at the end wall as protection from shoreline retreat i. Soils Management Plan 1. Evaluate, characterize and describe the handling of the following: OCA 2011 -03 Amendment 3, Page 24 3/29/2013 i. Borrow soil ii. Soil storage iii. Spoils iv. Daily cover v. Final cover C. Develop Landfill Engineering Report (Preliminary Engineering Report Outline) a. Introduction and Background b. Existing site conditions and practices 1. 301 compliant landfill 2. 304 complaint landfill 3. 351- complaint landfill 4. Transfer Station 5. Soil material and processing 6. Environmental control facilities and other site features c. Site Analysis 1. Location of closest population centers. 2. Description of primary transportation system and routes (highways, airports, railroads). 3. Analysis of existing topography, surface water, and subsurface geologic conditions in accordance with the hydrogeologic report requirements of WAC 173- 351- 490. 4. Description of materials and construction methods used for: i. Placement of each groundwater and gas monitoring well. ii. LFG collection and control facilities. iii. Leachate collection and control facilities. iv. Leachate storage, treatment, and disposal facilities. v. Cover systems d. Estimate of leachate quantity: i. Seawall ii. Leachate control iii. LFG control iv. Stormwater control v. LFG and groundwater monitoring system OCA 2011 -03 Amendment 3. Page 25 3/29/2013 1. Annual water budget: i. Under existing conditions ii. Under proposed conditions 2. Liner and leachate collection system efficiencies. 3. Predictions of static leachate head on the liner, volume of leachate to be collected, and volume of leachate expected to pass through the liner system, all on a monthly basis. e. Seawall end protection scour and sizing analysis 1. Shear and wave analysis 2. Bluff migration effects on design 3. Typical configuration 4. Rip rap and concrete armoring units sizing and comparison f. 30% Lanuifill Design Drawings 1. Prepare 30% design drawing reelecting the 25 year solid waste removal volume from the 304 compliant landfill and equivalent volume for a new 351 complant landfill. 2. Design will contain grading plans for the 304- compliant and 351-compliant landfills, 304 compliant landfill exposed area regrade, waste removal for the shallow and valley cells, and access into the 304 complant landfill removal area. 3. Surface water layout shall show both 304-compliant and 351 compliant landfills. The 304 complant landfill system will include modified 304 compliant landfill drainage into Notch 2 system, modified Notch 2 entrance, valley cell drainage into the 304-compliant landfill's east cell. 351 complaint landfill will show layouts for surface water collection /conveyance system to existing storm water system. 4. Landfill gas system modifications layout will be provided with typical gas well and/or lateral extensions. Typical detail and locations for temporary gas control features will be shown. 5. Leachate collection at the 304- compliant landfill's east cell toe will be located with sump and pump callouts and discharge pipe alignment to existing sanitary sewer system. 6. Typical cover systems, tie -ins to the existing 304 compliant and 35 I compliant landfill covers, and cover extents will be shown. 7. Seawall end protection. 8. 304 compliant and 351- compliant landfills preliminary drawing List: i. General Drawings OCA 2011 -03 Amendmem 3. Page 26 3/29/2013 g• (a) Title sheet, including location plan and drawing List (b) Abbreviations, Legend, and Designations (c) Survey control and general notes (d) Design sheets delineation on existing base map ii 304 Compliant Landfill Design Drawings: a. Existing conditions and demolition b. Grading plans and profile c. Cross sections (2 sheets) d. Cover system plan (2 sheets) e. LFG system plan f. Leachate system plan g. Drainage system plan h. Cover system details i. LFG system details j. Leachate system details k. Drainage system details iii. 351 Compliant Landfill Design Drawings: a. Existing conditions and demolition b. Grading plans c. Cross sections d. Cover system plan e. LFG system plan f. Leachate system plan g. Drainage system plan and profile h. Cover system details i. LFG system details j. Leachate system details k. Drainage system details 30% Seawall End Wall Protection and Engineered Wood Drawings 1. Prepare layout and typical sections for end wall protection. 2. Prepare seawall improvements layout and sections. 3. Prepare wall extent into bluff alignment and section. 4. Seawall end protection design drawings: i. Existing conditions and demolition ii. Grading plans iii. Cross sections (2 sheets) iv. Protection plan (2 sheets) v. Protection details (2 sheets) vi. Leachate system plan vii. Leachate system details OCA 2011 -03 Amendment 3. Page 27 3/29/2013 Deliverables: 5. Engineered wood design drawings i. Existing conditions ii. Dry Creek profile iii. Layout and structure configuration iv. Engineered wood structure plans (2 sheets) v. Cross sections (2 sheets) D. 30% Cost Estimate vi. Provide cost estimate for 304- compliant and 351 compliant opening and closure of landfills. vii. Provide cost estimate for seawall end protection. viii. Provide cost estimate for Dry Creek wood placement. E. Additional Services i. Closure and Post Closure Care and Monitoring Plan ii. Meetings (includes preparation time) a. Review evaluation of altematives with CITY and identify preferred alternatives. b. Review evaluation of altematives and determination of preferred alternatives with Ecology. c. Review comments from Ecology and CCEHS on draft design report. d. City Council presentations A. Baseline Conditions and Constraints: a. Meeting summaries for three (3) meetings as identified above. b. Autocadd files and exhibits for existing topography and infrastructure mapping. c. Autocadd files and exhibits for existing landfill cover and liner systems. d. Autocadd files and exhibits for existing 1 eacahte/LFG /Stop nwater systems. e. Autocadd files and exhibits for existing extents of solid waste. f. Excel spreadsheets of historical leachate volumes. g. Excel spreadsheets of historical LFG volumes. h. Excel spreadsheets of historical groundwater monitoring data. i. Excel spreadsheets of historical LFG monitoring data j. Summary of design constraints and considerations. OCA 2011 -03 Amendment 3, Page 28 3/29/2013 B. Identify Landfill Basis for Design. a. Cover System Alternatives Analysis Technical Memorandum b. Site Grading Alternatives and Relocation Volumes Technical Memorandum c. Landfill Gas Control Facility Altematives Technical Memorandum d. Stormwater Control Facility Altematives Technical Memorandum e. Leachate Control Facility Alternatives Technical Memorandum f. Seawall Improvements and End Protection Technical Memorandum g. Geotechnical Design Report h. Soils Management Plan Technical Memorandum C. Develop Engineering Report (Preliminary Engineering Report Outline) a. Preliminary Draft Engineering Report for review by the CITY. b. Draft Engineering Report for review by Ecology and CCEHS c: Final Engineering Report D. 30% Cost Estimate i. Cost Estimates for opening and closure of landfill cells, for seawall end protection, and for wood placement in Dry Creek. E. Additional Services a. Closure and Post Closure Care and Monitoring Plan b. Meetings Assumptions: A. No new landfill bottom liners will be designed. B. Design work will be occuning in 2013. C. Stormwater quality treatment facilities will not be required. D. Stormwater detention facilities will not be required. E. City to provide 351- compliant landfill development plans and basis of design report and as- built drawings. OCA 2011 -03 Amendment 3. Page 29 3/29/2013 F. City to provide archeological support and review G. Geotechnical i a. No new subsurface data will be collected existing data are reliable and sufficient for 30% design. b. The northwest comer of the 351 compliant landfill is experiencing soil cover failure due to settlement of the adjacent 301 complaint landfill. Exploration and analysis is not part of this scope of services. Aspect Consulting shall provide any data from the 351- compliant landfill Soil Cover Crack investigations that was acquired under a separate contract for that specific work. c. CITY to provide two design reports prepared by AMEC in 2004 and all corresponding soil boring logs. d. A hydrogeologic report will not be prepared under this scope of services. e. Geotechincal review of 30% plans will be limited to reviewing three (3) plans sheets each for each these project elements: 304- compliant landfill; 351 compliant landfill; and seawall end/shoreline protection /Dry Creek protection. H. End Wall Protection and Dry Creek Design g. f. End wall protection will conform to U.S. Army Corps of Engineering Design and Development Standards. Task 15 will influence the End Wall Protection approach, design. and cost. The schedule and sequence of the End Wall Protection task activities of Task 17 may be modified during Phase 1, possibly extending the time needed to resolve permitting and technical issues prior to completing the final technical memorandum and 30% design. h. If Core- Loc a proprietary concrete armoring unit, is identified as the preferred alternative, the CONSULTANT will enter into a Licensing agreement with the U.S. Army Corp of Engineers marine engineering License administrator (PRDW Global) and pay a fee of $2,500. i. If Core- Loc a proprietary concrete armoring unit, is identified as the preferred alternative, the CITY will pay a royalty fee of $11.00 /ton to the U.S. Army Corps of Engineers marine engineering license administrator (PRDW Global). It is estimated that this fee will be $1.000. j. The U.S. Army Corps of Engineers marine engineering license administrator (PRDW Global) will provide all concrete armoring unit stability calculations, concrete armoring unit layout and placement drawings, details, specifications, and technical review services and shall coordinate with the CONSULTANT. OCA 2011 -03 Amendment 3, Page 30 3/29/2013 k. The CONSULTANT's wave monitoring data collected throughout 2013 will be sufficient to support end wall protection design services. TASK 18 PUBLIC OUTREACH Objective: The CONSULTANT shall support the CITY with their public outreach program. This shall include preparing PowerPoint presentation(s) and attending public outreach meetings. Activities: The CONSULTANT shall provide the CITY data and support for public outreach presentations. This shall include, but not be limited to: A. PowerPoint presentation with 6 -12 slides using existing site photos and graphics prepared by the CONSULTANT. B. Attending and presenting at the CITY's public outreach meetings. C. Assist CITY with questions from public pertaining to design and permitting. Deliverables: A. PowerPoint Presentation(s) Assumptions: A. Maximum number of presentations the CONSULTANT shall assist CITY with is three (3). Two (2) representatives from the CONSULTANT's project team shall attend and participate in the presentation. OCA 2011 Amendment 3. Page 31 3/29/2013 EXHIBIT B SCHEDULE OF INITIAL TASKS Task 14, Project Management Throughout the duration of Tasks 15 -18. Task 15, Cumulative Effects Analysis of Precast Armoring Units Shall be completed by July 2, 2013. Task 16, Permit Development Applications shall be completed by August 2, 2013. Task 17, 30 Design Development shall be completed by August 23, 2013. Task 18. Public Outreach Throughout the duration of Tasks 14 -17. END OF EXHIBIT OCA 2011 -03 Amendment 3, Page 32 3/29/2013 Task Estimated Labor Cost Estimated Direct Cost Estimated Sub consultant Cost Total Budget Task 14: Project Management $41,046 $138 $16,200 $57,384 Task 15: Cumulative Effects Analysis of Precast Armoring Units $67,661 $424 $16,200 $84,285 Task 16: Permit Development Applications $217,171 $0 $0 $217,171 Task 17: 30 Design Development $376,540 $621 $420,120 $797,281 Task 18: Public Outreach $14.500 $500 $0 $15,000 Total Cost $1,171,121 EXHIBIT C BUDGET OF TASKS All tasks above (Task 14 through Task 18) shall be paid on an hourly (time and materials) basis. END OF EXHIBIT OCA 201 I -03 Amendment 3. Page 33 3/29/2013 Title Hourly Rate Total Rate Herrera Environmental Consultants, Inc. (Prime) Principal Engineer 61.92 208.22 Director of Engineering 61.00 205.12 Practice Director 60.02 201.83 Principal Planner 56.84 191.14 Principal Scientist 55.32 186.02 Practice Director (Permitting) 52.92 177.95 Associate Scientist P5a 50.69 170.46 Associate Scientist PSb 47.78 160.67 Associate Engineer P5c 48.42 162.82 Associate Scientist P5d 47.27 158.95 Senior Engineer P4a 46.98 157.98 Senior Engineer P4b 41.91 140.93 Senior Engineer P4c 40.15 135.01 Senior Scientist P4d 39.93 134.27 Project Engineer P3a 36.37 122.30 Project Scientist P3b 32.32 108.68 Project Scientist P3c 30.84 103.71 Engineer P1a 25.85 86.93 Engineer P1b 22.33 75.09 Project CAD /GIS P3d 35.42 119.11 Project CAD /GIS P3e 34.23 115.11 Staff CAD /GIS P2a 32.35 108.78 Accounting Administrator 25.49 85.72 Administrative Coordinator 25 33 85.18 EXHIBIT D HOURLY WAGE RATES OCA 2011 -03 Amendment 3. Page 34 3/29/2013 000254 AMENDMENT NO.2 TO THE AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF PORT ANGELES AND HERRERA ENVIROMENTAL CONSULTANTS OCA 2011 -03 THIS AMENDMENT NO. 2 is made and entered into this I day of 2012, by and between the City of Port Angeles, a non charter code city .i the State of Washington, (hereinafter called the "CITY and Herrera Environment. II Consultants a Washington Corporation authorized to do business in the State of Washington (hereinafter called the "CONSULTANT NOW, THEREFORE, in consideration of the representations and the terms, conditions, covenants and agreements set forth in the original AGREEMENT and this AMENDMENT, the parties hereto agree as follows: SECTION 1 The City entered into the existing AGREEMENT with CONSULTANT on December 9, 2011, (the AGREEMENT) and Amendment No.1 on March 13, 2012. SECTION 2 I AMENDMENT SCOPE OF WORK The scope of professional services to be performed and the results to be achieved by the CONSULTANT is amended to include additional work Tasks 7 -13 as described in the attached amended Exhibit A2. The CONSULTANT shall provide and furnish all services and material necessary to accomplish the additional work for Tasks 7 -13 identified in amended Exhibit A2. IV TIME OF PERFORMANCE The work for all tasks shall be completed in accordance with the schedule set forth in amended Exhibit B2. V MAXIMUM COMPENSATION The maximum compensation in Section V of the Agreement is amended to $396,760. The maximum compensation set forth in the attached Exhibit 2 is $300,000 for Tasks 7 -13. OCA 2011 -03 Amendment 2, Page 1 7/11/2012 IV EXHIBITS This Amendment, including its exhibits, constitutes the entire Amendment, supersedes all prior written or oral understandings related to the subject of this Agreement, and may only be changed by written agreement by both parties. The following exhibits are hereby made a part of this Amendment: Exhibit A2 Scope of Services of Tasks Exhibit B2 Schedule of Performance of Tasks Exhibit C2 Budget of Tasks SECTION 3 RATIFICATION Except as modified herein, the original AGREEMENT is confirmed and ratified. In WITNESS WHEREOF, the parties hereto have executed this Amendment No.2 to the Agreement as of the date and year written above. CITY OF PORT ANGELES CONSULTANT cy By: a. City Manager VR.z Title: fZ4 t P.(- ATTEST: Al, IL, A L Jan: Hurd, City Clerk APPROVED AS TO FO' William loor, City Attorney OCA 2011 -03 Amendment 2, Page 2 7/11/2012 EXHIBIT A2 SCOPE OF SERVICES TASKS Based on the findings from the initial investigations (tasks 1 -6), the next tasks (7 -13) are to implement drainage corrective actions and surficial solid waste removals on the eastern portion of the 304- compliant cell, conduct a shoreline investigation, and develop conceptual plans for shoreline stabilization and mitigation. The specific tasks involved are: Task 7 Construction Administrative Services Objective: Provide engineering support services for the Port Angeles Landfill Cell Stabilization, Work Order No. 145728 -1, which will correct the compromised drainage system along eastern portion of the 304 compliant landfill cell and remove the exposed refuse and broken drainage pipe. Activities: Consultant shall provide the following engineering services: A. Review shop drawings, RFI's and submittals from the Contractor. B. Perform two site visits to inspect the new pipe line support system down notch 2. C. Provide misc. engineering support to landfill as directed by City within the allocated budget. Deliverables: A. Consultant shall provide written responses to the City for document reviews, site visits, and misc. engineering assignments. Assumptions: A. Engineering services can be applied to any aspect of the landfill facility. B. City will provide daily inspections and notify Consultant in writing when issues arise. C. Surveying, staking and contract enforcement will be provided by the City. Task 8 Shoreline Monitoring Program Objective: The Consultant shall install three (3) pressure transducers (sensors) to collect wave energy data over the course of four months (November 2012 through February 2013). OCA 2011 -03 Amendment 2, Page 3 7/11/2012 Activities: A. The Consultant shall coordinate and assist the sub consultant with set -up of sensors. B. Sensors shall be installed in three locations: a. In front of the existing seawall to monitor effects of the existing shore protection. b. East of the existing seawall in front of the actively eroding bluff. c. Significantly further east to determine ambient activity in the area in the absence of shore protection. C. Consultant shall monitor all probes and download collected data. a. The pressure signal will be processed to determine wave energy magnitude and frequency distribution on the upper beach, which will be used to assess relative wave energy along the beach. Data shall be analyzed and presented in a technical memorandum. b. Data will be utilized for scour and wave energy estimations as applied to shoreline protection and to determine the relative impacts of the existing seawall on areas in front of and immediately adjacent to it. Deliverable: A. Wave Probe Technical Memorandum Assumptions: A. Three (3) wave measuring sensors will be mounted on stable rock in the middle of the intertidal zone at low tide for four months. B. Per the direction of the Consultant, the sub consultant will install the probes. C. The sensors are capable of monitoring pressure up to four times per second. D. The deployment period of four months will be sufficient to capture at least one geomorphically significant wave event. E. The sensor deployment shall include installation of the sensors and two visits to retrieve data by the Consultant. F. All sensors shall be retrieved intact. OCA 2011 -03 Amendment 2, Page 4 7/11/2012 G. The sampling frequency will be sufficient to resolve both swell and locally generated waves. Task 9 Geophysical Investigation of 304 Compliant Cell Objective: Use geophysical investigative techniques to locate the extent, depth and volume of landfill refuse within the eastern portion of the 304 compliant landfill cell. Activities: The Consultant and their sub contractor (Philip Duoos) shall conduct geophysical survey using EM -31 techniques around the entire perimeter of the eastern portion of the 304 compliant landfill (east of the existing drainage swale). EM31 data will be obtained along short lines oriented perpendicular to the landfill edge and spaced about 100 feet apart. Stakes will be placed in the field marking the field interpreted locations of the landfill and a field -grade GPS system will be used to obtain their coordinates. Electrical resistivity imaging (ERI) shall be performed to help determine the vertical extent of the refuse. The Consultant shall attempt to extend the ERI lines to the following locations: 1. Into the wooded area east of the 304- compliant cell. 2. West of the existing drainage swale located on the 304- compliant cell. 3. South into the operating facilities. Four (4) ERI profiles will be along lines shown on the Cell 304 geophysics layout drawing provided to the City in February 2012. Two additional ERI profiles (oriented north south) may be implemented after the first four lines are evaluated for completeness. The ERI method requires penetrating through the landfill liner with 1/4 to 1/2 —inch diameter steel electrodes. Repair of these holes will be performed filling the holes with granular bentonite, placing a 'A -inch thick layer of granular bentonite ending 2 feet beyond the penetration and then placing a 2 -foot square HDPE patch placed over granular bentonite. The bentonite will be hydrated within 1 hour of backfilling (confining pressure) with cover system materials. Deliverables: A. Field data delineating extent of the eastern portion of the 304 compliant landfill cell. B. Technical Report presenting field results and interpretation of data to determine waste extent and depth for eastern portion of the 304 Compliant Landfill Cell, Assumptions: A. There is a possibility the TDEM method may result in error due to the following: OCA 2011 -03 Amendment 2, Page 5 7/11/2012 a. If native materials contain brackish water or leachate, the resistivity contrast may be slight. b. The presence of large amounts of buried metal in the refuse will cause the TDEM method to be in error. B. Geophysical field work will be attended by three (3) consultant technical leads. C. Mag and EM31 surveying will require three (3) field days, including establishing the reference baselines at the site to create the survey grid. D. Geophysical survey will utilize existing well logs and borings for confirmation. E. Site access and coordination will be arranged by the City. Task 10 Summary of Shoreline Data Collection and Concept Design Refinement Objective: Prepare a technical memorandum summarizing the shoreline data collected and outlining design/cost alternatives for bluff protection. Activities: A. The Consultant shall consolidate data from previous tasks, including Task 8, to evaluate concept shoreline protection options. B. Wave energy parameters shall be translated into design criteria. C. Previous on -site studies will be considered and lessons learned from the existing seawall will be reviewed. Additional studies shall include the landfill facility's shoreline monitoring program and seawall shoreline stabilization reports. D. Geomorphic and geotechnical considerations shall be reviewed for: a. Potential impact on shoreline resulting from continued bluff recession without protection b. Traditional methods of toe protection such as seawalls, dolos, riprap, and other protection approaches will be described. E. Short term and potential long term impacts shall be assessed to identify potential mitigation strategy and permitting issues. F. Long -term effects and operations and maintenance will be discussed and analyzed. G. Constructability issues will be identified and discussed. OCA 2011 -03 Amendment 2, Page 6 7/11/2012 Deliverables: A. Draft and Final Data Summary and Conceptual Shoreline Protection Report Assumptions: A. Shoreline protection options shall include order of magnitude costs on seawall and bluff re- grading to provide a comparison for agencies and stakeholders. B. City review of draft shall not exceed two weeks. Task 11— Landfill Evaluation and Removal Alternative Analysis Objective: Assess existing conditions of the eastern portion of the 304 compliant landfill cell and make recommendations for corrective actions. Activities: The Consultant shall develop conceptual design alternatives with cost estimates. Alternatives shall include the following: 1. Removal and relocation of the entire 304 compliant landfill cell onto the 351 compliant landfill cell (includes western and eastern portion of 304 compliant landfill cell). 2. Removal and transfer off -site of the entire 304 compliant landfill cell (includes western and eastern portion of 304 compliant landfill cell). 3. Removal and relocation of the entire eastern portion of the 304 compliant landfill cell onto the 351- compliant landfill cell. 4. Removal and transfer off -site of the entire eastern portion of the 304 compliant landfill cell. 5. Partial removal and relocation of the eastern portion of the 304 compliant landfill cell onto the 351 compliant landfill cell. 6. Partial removal and transfer off -site of the eastern portion of the 304- compliant landfill cell. Task elements include: A. Meet with Ecology to discuss general alternatives and regulation considerations. OCA 2011-03 Amendment 2, Page 7 7/11/2012 B. Develop cross- sections and plans to delineate partial and total removal of the 304 compliant landfill cell and 351- compliant landfill cell expansion. C. Delineate quantities for cost opinions. Prepare cost basis, assumptions, and limitations. Identify data gaps. D. Meet with Corps of Engineers and other stakeholders to discuss alternatives and receive input in developing final alternatives. E. Alternative development will include project components, constructability issues, critical path items, permit restrictions, and cost estimates. F. Cost estimates will be supported by alternative concept layouts. Quantities will be calculated from these layouts, but do not represent the final design quantities as this detail has yet to be developed. Deliverables: A. Alternative Analysis Report for the 304 Compliant Landfill Cell Assumptions: A. The cost estimates generated from the Alternative Analysis Report shall include pre design, planning, permits, administration, and construction cost (including Construction Management Consultant, mobilization/demobilization and taxes). Construction costs shall be presented in 2012 dollars. B. Cost opinions will be based on best available information and conceptual plans for waste removal and placement. Cost references shall include recent local shoreline and landfill closure and expansion project bid tabs as well as industry estimating guides for construction including: a. RS Means Heavy Construction Cost Data b. The fall /winter 2012 version of The Guide: Building Construction Material Prices for use in Alaska, Oregon and Washington (www.bestconstructionsite.com) c. 2011 WSDOT Unit Bid Analysis data, vendor quotes, and professional judgment C. The cost estimate for Alternative 1 shall include at a minimum: a. Removal and relocation of the entire 304- compliant landfill cell onto the 351 compliant landfill cell. This includes both the western and eastern portion of 304 compliant landfill cell. OCA 2011 -03 Amendment 2, Page 8 7/11/2012 b. Removal of the existing revetment wall located waterward of the western portion of the 304 compliant landfill cell. c. Import material and re- grading to fill void left from waste removal. This shall include stabilizing the edges of the removed waste. d. Installation of surface water control and landfill control facility modifications. e. Preparation and modifications to 351- compliant landfill cell. This shall include cover modification, waste placement from 304 compliant landfill cell, installation of new cover system, gas system modifications and surface water modifications. D. The cost estimate for Alternative 2 shall include at a minimum: a. Removal and transfer off -site the entire 304 compliant landfill cell. This includes both the western and eastern portion of 304 compliant landfill cell. b. Removal of the existing revetment wall located waterward of the western portion of the 304 compliant landfill cell. c. Transportation costs and disposal costs associated with transferring the all of the excavated waste off -site. d. Import material and re- grading to fill void left from waste removal. Installation of surface water control and landfill control facility modifications. This shall include stabilizing the edges of the removed waste. e. Preparation and modifications to 351 compliant landfill cell. This shall include cover modification, waste placement from 304 compliant landfill cell, and installation of new cover system, gas system modifications and surface water system modifications. E. The cost estimate for Alternative 3 shall include at a minimum: a. Removal and relocation of the entire eastern portion of the 304 complaint landfill cell onto the 351 compliant landfill cell. b. Import material and re- grading to fill void left from waste removal. This shall include stabilizing the edges of the removed waste. c. Installation of cover system and leachate interceptors. d. Installation of surface water control and landfill control facility modifications. OCA 2011 -03 Amendment 2, Page 9 7/11/2012 e. Preparation and modifications to 351- compliant landfill cell. This shall include cover modification, waste placement from 304 compliant landfill cell, installation of new cover system, gas system modifications and surface water system modifications. f. Shoreline stabilization (see Task 10); Shoreline mitigation (see Task 12); F. The cost estimate for Alternative 4 shall include at a minimum: a. Removal and transfer off-site of the entire eastern portion of the 304 compliant landfill cell. b. Transportation costs and disposal costs associated with transferring the all of the excavated waste off -site. c. Import material and re- grading to fill void left from waste removal. This shall include stabilizing the edges of the removed waste. d. Installation of cover system and leachate interceptors. e. Installation of surface water control and landfill control facility modifications. f. Shoreline stabilization (see Task 10); Shoreline mitigation (see Task 12); G. The cost estimate for Alternative 5 shall include at a minimum: a. Partial removal and relocation of the 304 compliant landfill cell onto the 351 compliant landfill cell. b. Installation of cover system, leachate interceptors, gas collection system, surface water control and landfill control facility modifications (for both the 304 and 351 compliant landfill cells). c. Import material and re- fading to fill void left from waste removal. This shall include stabilizing the edges of the removed waste. d. Shoreline stabilization (see Task 10); Shoreline mitigation (see Task 12); H. The cost estimate for Alternative 6 shall include at a minimum: a. Partial removal and transfer off -site of the 304 compliant landfill cell. OCA 2011 -03 Amendment 2, Page 10 7/11/2012 b. Transportation costs and disposal costs associated with transferring the all of the excavated waste off-site. c. Installation of cover system, leachate interceptors, gas collection system, surface water control and landfill control facility modifications (for both the 304 and 351 compliant landfill cells).. d. Import material and re- grading to fill void left from waste removal. This shall include stabilizing the edges of the removed waste. I. City to provide 351 compliant landfill cell as -built drawings and most recent LiDAR survey. J. City to provide West 304 compliant landfill cell as- builts drawings and best estimate of bottom cell grades for calculating waste extent and volume. K. The vertical and horizontal limits of the eastern portion of the 304 compliant landfill cell shall be based on best available data including apparent cell perimeter, groundwater well and boring logs, and institutional knowledge. L. Waste monitoring system shall be included with each alternative to assure only solid waste is entering the new facilities. A percentage of unsuitable waste will be assigned for redirection to alternative disposal, i.e. petroleum based wastes. M. The City shall review the draft within two weeks of submittal. Task 12 Bluff Toe Stabilization Concept Mitigation Plan Objective: Assess effects the project will have on the surrounding environment. Develop a mitigation strategy and approach. Activities: A. The Consultant shall identify mitigation activities that may be required with potential shoreline stabilization approaches. B. The Consultant shall work with the City to identify potential mitigation projects to off -set shoreline stabilization activities at the landfill site. C. Mitigation strategies and potential projects will be discussed with regulatory agencies and stakeholders for concurrence and refinement of the mitigation project scope. The City will evaluate and provide final concurrence with the proposed project. OCA 2011 -03 Amendment 2, Page 11 7/11/2012 D. Prepare a preliminary mitigation plan identifying critical data needs, project components, and mitigation outcomes. The plan will include description of mitigation needs, potential projects, critical factors, data gaps, and mitigation outcomes. An order of magnitude cost estimate with project assumptions will be provided. E. The preliminary mitigation plan will provide existing information and data list to support selection of the mitigation project. Deliverables: A. Attend stakeholder meetings B. Draft and Final City of Port Angeles Landfill Facility Preliminary Shoreline Stabilization Mitigation Plan. Assumptions: A. The Consultant shall attend up to three (3) meetings to assist the City. B. The Consultant shall attend up to three (3) stakeholder meetings which shall be informal! and provide opportunities for comments. The Consultant shall prepare data sheets and handouts. C. Actual level of effort needed to proceed with the selected mitigation will be determined after the mitigation project is finalized. Actual project selection may require additional data. A matrix of the selection critical and critical data needs will be prepared as a major portion of the plan. At a minimum, a prioritization of possible projects will be created for the City consideration for selecting a preferred project. D. Additional mitigation studies, detail mitigation development, and additional data collection to finalize the mitigation plan is not part of this task. E. The Preliminary Mitigation Plan shall be submitted to the City and Agencies for review. F. The Mitigation Plan shall not address engineering or design elements. These items will be developed during the design phase. G. Costing shall be based on similar projects and general costing principles. Actual project costs will need to be developed during the design phase. Task 13 Grant/Funding Support Objective: Support the City in seeking grants and funding for the construction of the project. Activities: The Consultant shall provide the following research and evaluation services: OCA 2011 -03 Amendment 2, Page 12 7/11/2012 A. Identify and evaluate public (federal, state, regional, local) or private (corporate, foundation, Etc.) grants and funding in: a. Public health and safety protection, enhancement, and emergency response b. Public infrastructure repair, development, and protection c. Environmental quality protection, enhancement, restoration, and emergency response d. Other areas as appropriate, at City direction. B. Provide a description of funding type, eligible projects, application requirements, flow down and fonder requirements, and post -award grantee requirements (including grant management, expenditure tracking, and payment and sub -award processing). C. Meet with City staff to evaluate opportunities for solid waste system enhancement as part of landfill mitigation program, and potential partner organizations. D. Meet or confer with grantor finance staff to help determine appropriate pre -award approaches, potential partner organizations, and funding strategies. E. Identify potential funding "packages" to facilitate a combination of landfill repair, waste relocation, waste handling infrastructure development, waste reduction and landfill diversion planning/programs /infrastructure, and community education and outreach. Deliverables: A. The Consultant shall provide a written summary of funding opportunities, and potential applications to the City of Port Angeles solid waste system. Assumptions: D. Three (3) of the Consultants staff shall meet with the City once to discuss and evaluate opportunities for solid waste system enhancement as part of landfill mitigation program. E. The Consultant shall produce a draft and final summary of funding opportunities and potential applications. Final document will be based on one round of consolidated comments from the City. F. Work to assemble, write, partner, or submit applications for available grants is not included in this Task, and would require additional scope and budget to complete. OCA 2011 -03 Amendment 2, Page 13 7/11/2012 EXHIBIT B2 SCHEDULE OF INITIAL TASKS Task 7 shall be completed September 28, 2012 contingent upon execution of small works contract work summer 2012, Task 8 shall be completed by April 15, 2013 Task 9 shall be completed by September 20, 2012 Task 10 shall be completed by May 31, 2013 Task 11 shall be completed by October 31, 2012 Task 12 shall be completed by July 14, 2013 Task 13 shall be completed by August 17, 2012 END OF EXHIBIT e OCA 2011 -03 Amendment 2, Page 14 7/11/2012 EXHIBIT C2 BUDGET OF INITIAL TASKS Estimated Estimated Estimated Task Labor Direct Sub consultant Total Cost Cost Cost Budget Task 7: Construction Administrative Services $18,000 $1,000 $6,000 $25,000 Task 8: Shoreline Monitoring Program $33,500 $21,500 $0 $54,000 Task 9: Geophysical Investigation of 304 Compliant Landfill Cell $7,500 $200 $42,000 $49,700 Task 10: Summary of Data Collection and Concept Design Refinement $50,000 $500 $3,000 $53,500 Task 11: Landfill Evaluation and Removal Alternative Analysis $52,600 $200 $6,000 $59,100 Task 12: Bluff Toe Stabilization Concept Mitigation Plan $43,500 $200 $0 $43,700 Task 13: Grant/Funding Support $14,800 $200 $0 $15,000 Total Cost $300,000 All tasks above (Task 7 through Task 13) shall be paid on an hourly (time and materials) basis. END OF EXHIBIT OCA 2011 -03 Amendment 2, Page 15 7/11/2012 THIS AMENDMENT NO. 1 is made and entered into this __day of 444/0.4\ 2012, by and between the City of Port Angeles, a non charter code city of the State of Washington, (hereinafter called the "CITY and Herrera Environmental Consultants, a Washington corporation authorized to do business in the State of Washington (hereinafter called the "CONSULTANT NOW, THEREFORE, in consideration of the representations and the terms, conditions, covenants and agreements set forth in the original AGREEMENT and this AMENDMENT, the parties hereto agree as follows: SECTION 1 The CITY entered into the existing AGREEMENT with the CONSULTANT on December 9 2011. SECTION 2 OCA 2011 -03 AMENDMENT NO. 1 TO THE AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF PORT ANGELES AND HERRERA ENVIROMENTAL CONSULTANTS OCA 2012 -03 Section V of the Agreement is amended in its entirety to read: The CONSULTANT'S compensation and reimbursement under this Agreement, for each project, work, study or undertaking authorized by this Agreement including labor, direct non salary reimbursable costs and outside services, shall be specifically set forth in each Task Order_ Compensation and payment procedures are set forth in Exhibit C of the original agreement. II REVISED EXHIBITS Section XXI is amended as follows: 1) Strike Exhibit A dated 12/05/2011 and replace it with attached Exhibit A dated 2/2/2012. All references to Exhibit A in the Agreement shall refer to the Exhibit A dated 2/2/2012 and attached to this Amendment. Amendment 1, Page 1 2/2/2012 2) Strike Exhibit D dated 12/05/2011 and replace it with attached Exhibit D dated 2/22/2012. All references to Exhibit D in this Agreement shall refer to the Exhibit D dated 2/22/2012 and attached to this Amendment. SECTION 3 RATIFICATION Except as modified herein, the original AGREEMENT is confirmed and ratified. In WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 to the Agreement as of the date and year first written above. CITY OF PORT ANGELES By: ATTEST: Jana Hurd, City Clerk APPROVED AS TO FORM: William E. Bloor, City ttorney OCA 2011 -03 Herrera Environmental Consultants Title: Vf t-e ?es Amendment 1, Page 2 2/2/2012 EXHIBIT A SCOPE OF SERVICES The CONSULTANT shall provide to the CITY's Department of Public Works Utilities Department CONSULTANT services for various CITY engineering services and projects. The CONSULTANT'S services shall be provided as requested by the City Manager or his designee on an as- needed basis, as set forth in a "Task." Tasks may be for any engineering technical support, work, study, design, project, etc. that is within the general scope of this agreement. The CONSULTANT shall provide general assistance on issues pertaining to CITY Landfill Cell Stabilization projects and support, and shall prepare other engineering CONSULTANT services for the CITY's Landfill Cell Stabilization. Additional tasks authorized after the Agreement is signed will be included as Task Orders. SECTION 1. GENERAL PROVISIONS A. The CONSULTANT shall perform all services to the satisfaction of the City Engineer. B. All of the services furnished by the CONSULTANT under this AGREEMENT shall be of the currently prevailing professional standards and quality demonstrated and provided by engineering consultant professionals of similar knowledge and skill engaged in related work throughout Washington under the same or similar circumstances. All documentation prepared by CONSULTANT shall provide for a completed Task that conforms to all applicable codes, rules, regulations and guidelines which are in effect at the time such documentation is prepared. C. All work performed under this AGREEMENT shall be authorized in the initial AGREEMENT or by an additional bilaterally agreed to Task Order. Each Task shall detail the nature of the specific services to be performed by the CONSULTANT, the time limit within which such services must be completed, and the compensation for such services. Such details shall include a description of the Task for which CONSULTANT shall perform the services, the geographic limits of the Task, the type and scope of services to be performed, the format and schedule for deliverables, the schedule of performance, and the schedule of compensation. CONSULTANT shall not perform any services unless part of the original agreement or authorized by a fully executed Task Order. Any unauthorized services performed by CONSULTANT shall be at no cost to the CITY. D. CONSULTANT shall begin work under the Task only after receipt of the authorizing initial agreement or Task Order bearing the approval signature of the City Manager or the City Manager's designee. Each authorized Task Order issued under this agreement, by the City, shall incorporate all the terms and conditions of this agreement. E. The CITY will assign a Project Manager to facilitate each Task authorized under this AGREEMENT. CONSULTANT shall coordinate with the designated Project Manager on the performance of each Task. F. CONSULTANT shall be responsible for the coordination with the CITY and federal, state, and local agencies that are necessary for all services authorized under this AGREEMENT. OCA 2011 -03 Rev 2/2/2012 SECTION 2. BASIC SERVICES. CONSULTANT shall provide engineering CONSULTANT services for the City Landfill Cell Stabilization technical support, studies, design, and post -award construction services. CONSULTANT shall provide the general types of services set forth below. This list of services is meant to be illustrative in nature only and is not meant to be a complete or exclusive list. 1. Technical support services for engineering assistance for landfill cell stabilization shall entail, but not be limited to: A. Data review and technical support. B. Drainage system modification assessment, design, technical support and specifications. C. Short-term refuse assessment and containment support, including technical specifications and drawings. D. Identify bluff retreat rate for short-term and long -term. E. Identify horizontal limits of refuse and locate /map pockets of refuse. F. Short and long -term strategies to prevent bluff erosion. G. Identify vulnerable sections of bluff. H. Identify needs and costs of future studies and construction. 2. Technical memorandums for the following tasks: A. Task 2 Summarizing findings B. Task 5 Provide short-term and long -term alternatives and actions to address waste containment and removal of pockets of waste. C. Task 6 A brief technical memorandum summarizing drainage design. 3. Develop and provide the design plans and project specifications for drainage modifications on 304-compliant cell and for pockets of waste removal. SECTION 3. SPECIFIC SERVICES. A. Service Initiation Prepare Task Scope and Proposal Upon request of CITY's Project Manager, CONSULTANT shall meet with the Project Manager to discuss the Task. CONSULTANT shall become familiar with the Task description, scope and goals and develop proposed scope of services. CONSULTANT shall prepare a proposed scope of services consistent with the standard electronic format of CITY Professional Service Agreement Task Order as determined by the Project Manager. The proposed scope of services shall, at a minimum, include the following: Task Description, Scope of Services including deliverables, and Schedule of Performance and Schedule of Compensation. For each Task, in addition to the specified services, products and deliverables detailed in the Task, CONSULTANT shall typically perform the following sub tasks, which may be aggregated for administrative efficiency: OCA 2011 -03 Rev 2/2/2012 Sub -Task 1 Initial Meeting Prior to beginning substantive work on a Task, CONSULTANT shall meet with CITY to establish procedures and notifications for any necessary meetings and communications with CITY staff; collect available data from the CITY and establish additional data needs and availability; confirm the format for all Task products and deliverables; and address any preliminary Task concerns. The meeting will be the primary opportunity to discuss the CITY'S intent, schedule and budget for the Task. The CONSULTANT shall prepare minutes of the meeting and distribute minutes to meeting participants. Sub -Task 2 Task Coordination Meetings CONSULTANT shall attend and/or conduct Task coordination meetings as required to perform authorized services and as required by Project Manager. CONSULTANT shall prepare minutes of each meeting and distribute minutes to participants. Sub -Task 3 Task Schedule CONSULTANT shall prepare and submit a detailed schedule of performance consistent with the schedule contained in the Task to the Project Manager for review and approval. CONSULTANT shall confirm or update the schedule monthly at a minimum. Any changes to the schedule shall only be permitted with the written approval of City Engineer. Sub -Task 4 Task Progress Report CONSULTANT shall submit a monthly report to the Project Manager detailing progress on the Task services. Sub -Task 5 Request for Payment Invoice CONSULTANT shall submit progress payment invoices to the Project Manager monthly, as specified in EXHIBIT C. The updated Task schedule and progress report may be submitted as attachments to the invoice. Sub -Task 6 Task Record CONSULTANT shall develop and maintain a detailed record of the chronology of the Task milestones completed that are decisive, conclusive, or relevant to the outcome of the Task. CONSULTANT shall submit a copy of the Task Record to the Project Manager prior to final payment for services performed on the Task. The Record shall be submitted in both paper and electronic format. Sub -Task 7 Project Documents Aside from deliverables specified in the Task, and before the conclusion of the Task and final payment for services performed on the Task, CONSULTANT shall submit to the Project Manager a copy of all Task documents that are decisive, conclusive, or relevant to the outcome of the Task. Such documents may include, without limitation, topographical surveys and mapping, field notations, utility mapping, site inventories, base plans, reports and studies, permit applications and permits, environmental documentation, records of meetings, and communication documents. Documents shall be submitted in both paper and electronic format, as available. The Project Manager will review and comment on proposed scope of work, and the parties shall agree on the terms of the final Task. CONSULTANT shall not be compensated for work performed in preparing a draft scope of services for a Task. OCA 2011 -03 Rev 2/212012 B. Task Authorization The finalized Task Order will be authorized by the City Manager or his designated representative in accordance with authorization procedures provided in the City of Port Angeles Municipal Code Section 3.05. C. Service Implementation Upon receipt of an authorized Task and Notice -to- Proceed, CONSULTANT shall begin Task services described therein. END OF EXHIBIT OCA 201 1 -03 Rev 2/212012 Title Direct Salary (DS) (range) Total Rate Herrera Environmental Consultants, Inc. (Prime) $66.30 $208.85 Executive Principal Engineer $61.00 $199.47 Principal Engineer $61.00 $199.47 Director of Engineering $60.10 $196.53 Practice Director $59.16 $193.45 Principal Planner $57.12 $186.78 Associate Engineer $48.90 $159.90 Senior Engineer $40.88 $133.68 Project Engineer $39.00 $127.53 Project CAD /GIS $34.06 $111.38 Staff CAD /GIS $30.38 $99.34 Accounting Administrator $29.84 $97.58 Administrative Coordinator $24.96 $81.62 Project Manager (B Horton) $61.81 $194.70 Senior Structural Engineer (J Lutz) $66.30 $208.85 Staff Engineer (A Werner) $35.39 $111.48 Principal (QA/QC Review) (R Owes) $102.00 $132.60 CADD Manager (P Simon) $42.13 $132.71 CADD Technician (M Caldwell) $29.68 $93.49 CADD Technician (G Castillo) $27.03 $85.14 Accounting Administrator (U Pierson) $26.52 $83.54 Administrative Coordinator (M Robinson) $24.48 $77.11 EXHIBIT D HOURLY WAGE RATES (2012) BHC Consultants, LLC (subconsultant OCA 2011 -03 Rev 2/22/2012 Aspect Consulting (subconsultant) Direct Salary (DS) (range) Total Rate Senior Associate Geologist $56.65 $183.41 Senior Assoc. Geotechnical Engineer $50.07 $162.11 Associate Engineering Geologist $47.91 $155.11 Senior Staff Geotechnical Engineer $28.97 $93.79 Staff Geologist /Hydrogeologist /Engineer $24.89 $80.58 Senior Geologist/Field Supervisor $38.44 $124.45 Senior Project $35.66 $115.45 Project Engineer /Hydrogeologist $30.19 $97.75 Senior CAD /GIS Specialist $31.13 $100.79 Project Assistant $20.62 $66.76 Accounting Assistant/AR $21.46 $69.48 Senior Project Assistant $25.74 $83.34 Principal Surveyor $24.00 $100.08 Project Surveyor $22.00 $91.74 Construction Survey Crew -1 person $25.00 $104.25 Construction Survey Crew 2 person $40.00 $166.80 Geologist Consultant* $45.00 $67.50 Project Engineer $29.00 $120.93 Technician $17.50 $72 98 EXHIBIT D HOURLY WAGE RATES (per performance year) (Continue) western Territories, Inc. (NTI) subconsultant *Consultant is Harriet Cornachione OCA 2011 -03 END OF EXHIBIT Rev 2/22/2012