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HomeMy WebLinkAboutResolution - 2024-R0286 - Contract 17642, Freese And Nichols, Inc, - 06/11/2024Resolution No. 2024-R0286 Item No. 5.14 June 11, 2024 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Contract No. 17642 for the Wastewater Collection System Master Plan Update, by and between the City of Lubbock and Freese and Nichols, Inc., and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on June 11, 2024 ATT ;ST: Cou ney Paz, City Secretary APPROVED AS TO CONTENT: �� � . �/ Erik Rejino, Assistant City Manager APPROVED AS TO FORM: _� Amy .� s, Deputy City Attorney TRAY A , AYOR RES.Contract- 17642 Freese and Nichols Resolution No. 2024-R0286 PROFESSIONAL SERVICES AGREEMENT STATE OF TEXAS § COUNTY OF LUBBOCK § T'his Professional Service Agreement ("Agreement") Contract No. 17642 is entered into this 11 th day of June , 2024, is by and between the City of Lubbock (the "City"), a Texas home rule municipal corporation, and Freese and Nichols, Inc., (the" Engineer"), a Texas corporation. WITNESSETH WHEREAS, The City desires to contract with the Engineer to provide professional services for the Wastewater Collection System Master Plan Update, (the "Activities"); and WI�EREAS, the Engineer has a professional staff experienced and is qualified to provide professional engineering services related to Activities, and will provide the services, as defined below, for the price provided herein, said price stipulated by the City and the Engineer to be a fair and reasonable price; and WI�EREAS, the City desires to contract with the Engineer to provide professional services related to the Activities, and Engineer desires to provide the Services related to same. NOW THEREFORE, for and in consideration of the terms, covenants and conditions set forth in this Agreement, the City and the Engineer hereby agree as follows: ARTICLE I. TERM The term of this Agreement commences on the Effective Date and continues without interruption for a term of 540 days. If the Engineer determines that additional time is required to complete the Services, the Director of Water Utilities, may, but is not obligated to, in his or her discretion, execute an agreement to grant up to an additional six (6) months of time so long as the amount of the consideration does not increase. An amendment to this Agreement resulting in an increase in the amount of the consideration must be approved by the City acting through its governing body. Page 1 of 11 ARTICLE II. SERVICES AND COMPENSATION A. The Engineer shall conduct all activities, and within such timeframes, as set forth on Exhibit "A", attached hereto (the "Services"). B. The Engineer shall receive as consideration to be paid for the performance of the Services, in an amount not to exceed $1,099,700.00, as set forth in Exhibit "B". ARTICLE III. TERMINATION A. General. The City may terminate this Agreement, for any reason or convenience, upon thirty (30) days written notice to the Engineer. In the event this Agreement is so terminated, the City shall only pay the Engineer for services actually performed by the Engineer up to the date the Engineer is deemed to have received notice of termination, as provided herein. B. Termination and Remedies. In the event the Engineer breaches any term and/or provision of this Agreement, the City shall be entitled to exercise any right or remedy available to it by this Agreement, at law, equity, or otherwise, including without limitation, termination of this Agreement and assertion of an action for damages and/or injunctive relief. The exercise of any right or remedy shall not preclude the concurrent or subsequent exercise of any right or remedy and all rights and remedies shall be cumulative. ARTICLE IV. NON - ARBITRATION The City reserves the right to exercise any right or remedy available to it by law, contract, equity, or otherwise, including without limitation, the right to seek any and all forms of relief in a court of competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive, and may be exercised concurrently. To the extent of any conflict between this provision and another provision in, or related to, this Agreement, this provision shall control. ARTICLE V. REPRESENTATIONS AND WARRANTIES A. Existence. The Engineer is a corporation duly organized, validly existing, and in good standing under the laws of the State of Texas and is qualified to carry on its business in the State of Texas. B. Corporate Power. The Engineer has the corporate power to enter into and perform this Agreement and all other activities contemplated hereby. C. Authorization. Execution, delivery, and performance of this Agreement and the activities contemplated hereby have been duly and validly authorized by all the requisite corporate action on the part Page 2 of 11 of the Engineer. This Agreement constitutes legal, valid, and binding obligations of the Engineer and is enforceable in accordance with the terms thereof. D. Engineer. 1'he Engineer maintains a professional staff and employs, as needed, other qualified specialists experienced in providing the Services, and is familiar with all laws, rules, and regulations, both state and federal, including, without limitation the applicable laws, regarding the Activities contemplated hereby. E. Performance. The Engineer will and shall conduct all activities contemplated by this Agreement in accordance with the standard of care, skill and diligence normally provided by a professional person in performance of similar professional services, and comply with all applicable laws, rules, and regulations, both state and federal, relating to professional services, as contemplated hereby. F. Use of Copyrighted Material. The Engineer warrants that any materials provided by the Engineer for use by City pursuant to this Agreement shall not contain any proprietary material owned by any other parly that is protected under the Copyright Act or any other law, statute, rule, order, regulation, ordinance or contractual obligation relating to the use or reproduction of materials. The Engineer shall be solely responsible for ensuring that any materials provided by the Engineer pursuant to this Agreement satisfy this requirement and the Engineer agrees to indemnify and hold City harmless from all liability or loss caused to City or to which City is exposed on account of the Engineer's failure to perform this duty. ARTICLE VI. SCOPE OF WORK The Engineer shall accomplish the following: Professional Services related to the Services, as provided in Exhibit "A", attached hereto and made a part hereof. ARTICLE VII. INDEPENDENT CONTRACTOR STATUS The Engineer and the City agree that the Engineer shall perform the duties under this Agreement as an independent contractor and shall be considered as independent contractor under this Agreement and/or in its activities hereunder for all purposes. The Engineer has the sole discretion to determine the manner in which the Services are to be performed. During the performance of the Services under this Agreement, the Engineer and the Engineer's employees and/or sub-consultants, will not be considered, for any purpose, employees or agents of the City within the meaning or the application of any federal, state or local law or regulation, including without limitation, laws, rules or regulations regarding or related to unemployment insurance, old age benefits, workers compensation, labor, personal injury or taxes of any kind. Page 3 of 11 ARTICLE VIII. INSURANCE The Engineer shall procure and carry, at its sole cost and expense through the life of this Agreement, except as otherwise provided herein, insurance protection as hereinafter specified, in form and substance satisfactory to the City, carried with an insurance company authorized to transact business in the state of Texas, covering all aspects and risks of loss of all operations in connection with this Agreement, including without limitation, the indemnity obligations set forth herein. The Engineer shall obtain and maintain in full force and effect during the term of this Agreement, and shall cause each approved subcontractor or sub- consultant of the Engineer to obtain and maintain in full force and effect during the term of this Agreement, commercial general liability, professional liability and automobile liability coverage for non-owned and hired vehicles with insurance carriers admitted to do business in the state of Texas. The insurance companies must carry a Best's Rating of A-VII or better. Except for Professional Liability, the policies will be written on an occurrence basis, subject to the following minimum limits of liability: Commercial General Liability: Per Occurrence Single Limit: $1,000,000 General Aggregate Limit: $2,000,000 Professional Liability: Combined Single Limit: $2,000,000 Automobile Liability: Combined Single Limit for any auto: $1,000,000 Per Occurrence Employer's Liability: Per Occurrence Single Limit: $1,000,000 Worker's Compensation Per Occurrence Single Limit: $500,000 The Engineer shall further cause any approved subcontractor or sub-consultant to procure and carry, during the term of this Agreement, the insurance coverage required of Engineer herein, including without limitation, Professional Liability coverage, protecting the City against losses cause�d by the professional negligence of the approved subcontractor or sub-consultant. The City shall be listed as a primary and noncontributory additional insured with respect to the Automobile Liability and Commercial General Liability and shall be granted a waiver of subrogation under those policies. The Engineer shall provide a Certificate of Insurance to the City as evidence of coverage. The Certificate shall provide 30 days' notice of cancellation. A copy of the additional insured endorsement and waiver of subrogation attached to the policy shall be included in the Certificate. The Engineer shall elect to obtain worker's compensation coverage pursuant to Section 406.002 of the Texas Labor Code. Further, the Engineer shall maintain said coverage throughout the term of this Agreement and Page 4 of 11 shall comply with all provisions of Title 5 of the Texas Labor Code to ensure that the Engineer maintains said coverage. The Engineer may maintain Occupational Accident and Disability Insurance in lieu of Worker's Compensation. In either event, the policy must be endorsed to include a waiver of subrogation in favor of the City. If at any time during the life of the Agreement or any extension hereof, the Engineer fails to maintain the required insurance in full force and effect, the Engineer shall be in breach hereof and all work under the Agreement shall be discontinued immediately. Notwithstanding anything contained herein to the contrary, the professional liability policy shall be maintained at the Engineer's sole cost and expense. The retroactive date shall be no later than the commencement of the performance of this Agreement and the discovery period (possibly through tail coverage) shall be no less than 10 years after the completion of the Services provided for in this Agreement. The provisions of this Article VIII shall survive the termination or expiration of this Agreement. ARTICLE IX. EMPLOYMENT OF AGENTS/RETAI1vING OF CONSULTANTS The Engineer may employ or retain consultants, contractors, or third parties (any of which are referred to herein as "Sub-consultant"), to perform certain duties of Engineer, as set forth on Exhibit A, attached hereto, under this Agreement, provided that the City approves the retaining of Sub-consultants. The Engineer is at all times responsible to the City to perform the Services as provided in this Agreement and the Engineer is in no event relieved of any obligation under this Agreement upon retainage of any approved Sub-consultant. Any agent and/or Sub-consultant retained and/or employed by the Engineer shall be required by the Engineer to carry, for the protection and benefit of the City and the Engineer and naming said third parties as additional insureds, insttrance as described above required to be carried by the Engineer in this Agreement. The Engineer represents that such services are either under applicable value thresholds or are otherwise exempt from notice and/or bid requirements under Texas Law. ARTICLE X. CONFIDENTIALITY The Engineer shall retain all information received from or concerning the City and the City's business in strictest confidence and shall not reveal such information to third parties without prior written consent of the City, unless otherwise required by law. ARTICLE XI. INDEMNITY THE ENGINEER SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF LUBBOCK AND ITS ELECTED OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES FROM ALL SUITS, ACTIONS, LOSSES, DAMAGES, CLAIMS, OR LIABILITY OF ANY KIND, CHARACTER, TYPE, OR DESCRIPTION, INCLUDING WITHOUT LIMITING THE GENERALITY OF THE FOREGOING, Page 5 of 11 ALL EXPENSES OF LITIGATION, COURT COSTS, AND ATTORNEY'S FEES, FOR INJURY OR DEATH TO ANY PERSON, OR INJiJRY TO ANY PROPERTY, RECEIVED OR SUSTAINED BY ANY PERSON OR PERSONS OR PROPERTY, TO THE EXTENT ARISING OUT OF, RELATED TO OR OCCASIONED BY, THE NEGLIGENT ACTS OF THE ENGINEER, ITS AGENTS, EMPLOYEES, ANDIOR SUBCONSULTANTS, RELATED TO THE PERFORMANCE, OPERATIONS OR OMISSIONS UNDER THIS AGREEMENT ANDIOR THE USE OR OCCUPATION OF CITY OWNED PROPERTY. THE INDEMNITY OBLIGATION PROVIDED HEREIN SHALL SURVIVE THE EXPIRATION OR TERMINATION OF THIS AGREEMENT. ARTICLE XII. COMPLIANCE WITH APPLICABLE LAWS The Engineer shall comply with all applicable federal, state and local laws, statutes, ordinances, rules and regulations relating, in any way, manner or form, to the activities under this Agreement, and any amendments thereto. ARTICLE XIII. NOTICE A. General. Whenever notice from the Engineer to the City or the City to the Engineer is required or permitted by this Agreement and no other method of notice is provided, such notice shall be given by (1) actual delivery of the written notice to the other party by hand (in which case such notice shall be effective upon delivery); (2) facsimile (in which case such notice shall be effective upon delivery); or (3) by depositing the written notice in the United States mail, properly addressed to the other party at the address provided in this article, registered or certified mail, return receipt requested, in which case such notice shall be effective on the third business day after such notice is so deposited. B. Engineer's Address. The Engineer's address and numbers for the purposes of notice are: Freese and Nichols, Inc. Nicholas Lester, P.E. 801 Cherry Street, Suite 2800 Fort Worth, Texas 76102 Telephone: 817-735-7432 Email: ncl(�a,freese.com C. City's Address. The City's address and numbers for the purposes of notice are: Greg Baier, P.E. City of Lubbock P.O. Box 2000 1314 Avenue K Lubbock, Texas 79457 Telephone: 806-775-3513 Email: GBaier@mylubbock.us Page 6 of 11 D. Change of Address. Either party may change its address or numbers for purposes of notice by giving written notice to the other party as provided herein, referring specifically to this Agreement, and setting forth such new address or numbers. The address or numbers shall become effective on the 15th day after such notice is effective. ARTICLE XIV. CITY-PROVIDED DATA AND RESPONSIBILITIES Provision of Data. The City shall furnish the Engineer non-confidential studies, reports and other available data in the possession of the City pertinent to the Engineer's Services, so long as the City is entitled to rely on such studies, reports and other data for the performance of the Engineer's Services under this Agreement (the "Provided Data"). The Engineer shall be entitled to use and rely, so long as such reliance is reasonable, upon all such Provided Data. ARTICLE XV. MISCELLANEOUS A. Captions. The captions for the articles and sections in this Agreement are inserted in this Agreement strictly for the parties' convenience in identifying the provisions to this Agreement and shall not be given any effect in construing this Agreement. B. Audit. The Engineer shall provide access to its corporate books and records to the City. The City may audit, at its expense and during normal business hours, the Engineer's books and records with respect to this Agreement between the Engineer and the City. C. Records. The Engineer shall maintain records that are necessary to substantiate the services provided by the Engineer. D. Assignability. The Engineer may not assign this Agreement without the prior written approval of the City. E. Successor and Assigns. This Agreement binds and inures to the benefit of the City and the Engineer, and in the case of the City, its respective successors, legal representatives, and assigns, and in the case of the Engineer, its permitted successors and assigns. F. Construction and Venue. THIS AGREEMENT SHALL BE GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS. THIS AGREEMENT IS PERFORMABLE IN LUBBOCK COUNTY, TEXAS. THE PARTIES HERETO HEREBY IRREVOCABLY CONSENT TO TI-LE SOLE AND EXCLUSIVE NRISDICTION AND VENUE OF THE COURTS OF COMPETENT NRISDICTION OF THE STATE OF TEXAS, COUNTY OF LUBBOCK, FOR THE PURPOSES OF Page 7 of 11 ALL LEGAL PROCEEDINGS ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE ACTIONS T�-IAT ARE CONTEMPLATED H�REBY. G. Severability. If any provision of this Agreement is ever held to be invalid or ineffective by any court of competent jurisdiction with respect to any person or circumstance, the remainder of this Agreement and the application of such provision to persons and/or circumstances other than those with respect to which it is held invalid or ineffective shall not be affected thereby. H. Amendment. No amendment, modification, or alteration of the terms of this Agreement shall be binding unless such amendment, modification, or alteration is in writing, dated subsequent to this Agreement, and duly authorized and executed by the Engineer and the City. I. Entire Agreement. This Agreement, including Exhibits "A" through "B" attached hereto, contains the entire agreement between the City and the Engineer, and there are no other written or oral promises, conditions, warranties, or representations relating to or affecting the matters contemplated herein. J. No Joint Enterprise. Nothing contained herein shall be construed to imply a joint venture, joint enterprise, partnership or principal — agent relationship between the Engineer and the City. K. Documents Owned by City. Any and all documents, drawings and specifications prepared by Engineer as part of the Services hereunder, shall become the properiy of the City when the Engineer has been compensated as set forth in Article II, above. The Engineer shall make copies of any and all work products for its files. L. Notice of Waiver. A waiver by either the City or the Engineer of a breach of this Agreement must be in writing and duly authorized to be effective. In the event either pariy shall execute and deliver such waiver, such waiver shall not affect the waiving party's rights with respect to any other or subsequent breach. M. Third Party Activities. Nothing in this Agreement shall be construed to provide any rights or benefits whatsoever to any party other than the City and the Engineer. N. Non-Appropriation. All funds for payment by the City under this Agreement are subject to the availability of an annual appropriation for this purpose by the City. In the event of non-appropriation of funds by the City Council of the City of Lubbock for the services provided under the Agreement, the City will terminate the Agreement, without termination charge or other liability, on the last day of the then- current fiscal year or when the appropriation made for the then-current year for the services covered by this Agreement is spent, whichever event occurs first (the "Non-Appropriation Date"). If at any time funds are not appropriated for the continuance of this Agreement, cancellation shall be accepted by the Engineer on Page 8 of 11 thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this Agreement beyond the Non-Appropriation Date. O. Contracts with Companies Engaged in Business with Iran, Sudan, or Foreign Tenorist Organization Prohibited. Pursuant to Section 2252.152 of the Texas Government Code, prohibits the City from entering into a contract with a vendor that is identified by The Comptroller as a company known to have contracts with or provide supplies or service with Iran, Sudan or a foreign terrorist organization P. No Boycott of Israel. Pursuant to Section 2271.002 of the Texas Government Code, a) This section applies only to a contract that: (1) is between a governmental entity and a company with 10 or more full-time employees; and (2) has a value of $100,000 or more that is to be paid wholly or partly from public funds of the governmental entity. (b) A governmental entity may not enter into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. Q. Texas Government Code 2274. By entering into this Agreement, Contractor verifies that: (1) it does not, and will not for the duration of the contract, have a practice, policy, guidance, or directive that discriminates against a firearm entity or fireann trade association or (2) the verification required by Section 2274.002 of the Texas Government Code does not apply to the contract. If Contractor is a company with 10 or more full-time employees and if this Agreement has a value of at least $100,000 or more, Contractor veriiies that, pursuant to Texas Government Code Chapter 2274, it does not have a practice, policy, guidance, or directive that discriminates against a fireazm entity or firearm trade association; and will not discriminate during the term of the contract against a firearm entity or firearm trade association. R. Contractor represents and warrants that: (1) it does not, and will not for the duration of the contract, boycott energy companies or (2) the verification required by Section 2274.002 of the Texas Government Code does not apply to the contract. If Contractor is a company with 10 or more full-time employees and if this Agreement has a value of at least $100,000 or more, Contractor verifies that, pursuant to Texas Government Code Chapter 2274, it does not boycott energy companies; and will not boycott energy companies during the term of the Agreement. This verification is not required for an agreement where a governmental entity determines that these requirements are inconsistent with the governmental entity's constitutional or statutory duties related to the issuance, incurrence, or management of debt obligations or the deposit, custody, management, bonowing, or investrnent of funds. S. Texas Public Information Act. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and the contractor or vendor agrees that the contract can be terminated if the contractor or vendor knowingly or intentionally fails to comply with a requirement of that subchapter. To the extent Subchapter J, Chapter 552, Government Code applies to this agreement, Contractor agrees to: (1) preserve all contracting information related to the contract as provided by the records retention Page 9 of I1 requirements applicable to the governmental body for the duration of the contract; (2) promptly provide to the governmental body any contracting information related to the contract that is in the custody or possession of the entity on request of the governmental body; and (3) on completion of the contract, either: (A) provide at no cost to the governmental body all contracting information related to the contract that is in the custody or possession of the entity; or (B) preserve the contracting information related to the contract as provided by the records retention requirements applicable to the governmental body. T. Professional Responsibility. All architectural or engineering services to be performed shall be done with the professional skill and care ordinarily provided by competent architects or engineers practicing under the same or similar circumstances and professional license. Page 10 of 11 EXECUTED as of the Effective Date hereof. CITY OF LUBBOCK AT .ST: Courtney Paz, City Secretary APP D TO CONTENT: � Greg Baier, P. , Interim Director of Water Utilities APPROVED AS TO FORM: � s, eputy orney TRAY PA � Y Firm Freese and Nichols, Inc. BY� �s�� � Nicholas Lester P.E., Vice President Email: ncl(a�freese.com Page 11 of 11 City of Lubbock Wastewater Master Plan Update EXHIBIT A � FREESE �,� c�tyof r� ��,�No� Lubbock TE1AS City of Lubbock Wastewater Master Plan Update EXHIBIT A Freese and Nichols, Inc. (FNI) understands that the City of Lubbock is engaging professional services to perform an update to its Wastewater Master Plan (WWMP). This project involves a comprehensive wastewater master plan update for the City of Lubbock Wastewater Collection System addressing population growth, regulatory compliance, aging infrastructure, and developing a Capital Improvement Plan. Major Scope elements include: • Development of wastewater flow projections for 5-year, 10-year and 30-year conditions • Analysis of flow monitoring data • Skeletonized hydraulic model update and calibration • Wastewater collection system performance analysis • Southeast Water Reclamation Plant Evaluation • Southeast Water Reclamation Plant Equalization Basin Evaluation • Renewal Planning and Workorder System Support • CMOM Self-Audit update • Development of a wastewater collection system capital improvements plan (CIP) • Development of a comprehensive Wastewater Master Plan Report TASK A: WASTEWATER MASTER PLAN PROJECT MANAGEMENT Ai. Project Kickoff Meeting FNI will conduct a project kickoff meeting with the City to discuss the project scope and schedule. A data request memorandum will be presented and discussed. A2. Data Collection and Review FNI will prepare a data request memorandum summarizing data needs for the project. This includes but is not limited to the following: � Previous Master Plan Reports or other planning documents • Infiltration and Inflow (I/I) Studies • GIS Information • Flow Monitoring Data • Lift station data • Utility billing meter data • SCADA and other operational data • Existing and future land-use mapping A3. Project Management FNI will perform project management duties, including preparing and updating the project schedule, monthly invoicing, development of monthly progress reports, written summaries of ineetings (minutes), and any informal project collaboration. A-1 City of Lubbock Wastewater Master Plan Update EXHIBIT A A4. Monthly Progress Meetings FREESE ��r� cicr of f'1� �NICHOLS Lubbock TEIAf In addition to technical, task-related meetings, FNI will conduct monthly virtual meetings with City staff to review progress, discuss data needs, and any topics of special concern. The results of this meeting will be summarized in the Monthly Status Report. A5. Short-Term CIP Recommendations Technical Memorandum (2024 Budget Cycle) FNI will work with Lubbock staff to develop a technical memorandum highlighting upcoming wastewater infrastructure needs to assist City staff in preparing for the required budgetary needs in the upcoming fiscal year. The memorandum will not include any modeling or results of the flow monitoring. The memorandum will include projects of critical need and contain a master planning level opinion of probable cost estimates. TASK B: TEMPORARY FLOW MONITORING Bi. Temporary Flow Meter Site Selection FNI will identify fifteen (15) locations in the existing system to conduct flow monitoring and five (5) locations for rainfall monitoring to calibrate the hydraulic model. FNI will develop mapping of each proposed location to share with City staff and flow monitoring consultant. B2. Meeting with City to Discuss Flow Monitoring Locations FNI will meet with the City virtually to discuss the proposed temporary flow monitoring sites. FNI will prepare maps showing the proposed locations to present to the City. FNI will update the mapping based on City comments before submitting it to the flow monitoring subconsultant. B3. Temporary Flow Meter Basin Delineation FNI will finalize the temporary flow monitoring plan with the recommended site selection for each temporary flow monitor. FNI will update the delineation of the temporary flow monitoring basins. B4. Temporary Flow Meter Installation, Calibration, and Data Collection FNI's flow monitoring subconsultant will furnish, install, and calibrate fifteen (15) temporary velocity/depth type flow meters and five (5) rainfall gauges at the agreed-upon locations. Temporary flow meters shall remain in place for ninety (90) days. FNI's subconsultant will remove all the temporary flow meters after the monitoring period if adequate weather conditions have been observed (dry weather and wet weather conditions include at least two (2) storm events of different rainfall intensities). FNI will advise the City if adequate weather conditions have not been observed during the initial monitoring period to allow the City to consider funding an extended period for flow monitoring before removing the temporary flow meters. B5. Analyze Flow Meter Data The flow and rainfall data will be collected at 15-minute intervals for the duration of the flow monitoring period. FNI will: A-2 City of Lubbock Wastewater Master Plan Update � PREESE ' If c�cy oe r� �NI�HOLS Lubbock EXHIBIT A TEfAf 1) Analyze flow data for sub-drainage basins and develop average daily dry weather flow diurnal curves and base flow peaking factors. 2) Develop hydrographs for dry and wet weather flow conditions, if possible. 3) Determine peak inflow rate for selected rainfall events and determine corresponding rainfall intensity for areas tributary to all flow monitoring locations. 66. Identify Permanent Flow Meter Locations FNI will utilize the results of temporary flow monitoring to evaluate potential permanent metering sites based on access, available power, telemetry needs and proximity to critical future capacity needs. FNI will develop recommendations for additional permanent flow meter locations. B7. Meeting with City to Discuss Flow Monitoring Results FNI will conduct a virtual meeting with the City to discuss the results of temporary wastewater flow monitoring and discuss permanent flow meter locations. TASK C: POPULATION AND WASTEWATER FLOW PROJECTIONS Ci. Identify Potential Future Service Area Boundaries FNI will review the City's existing wastewater service area boundary and identify the geographical limit of the basins utilizing only existing lift stations and interceptors. Considerations, such as additional lift stations, treatment plants, and interceptors, will be made for extending the service area to recently and anticipated annexation areas along with the projected future service area for the water system. C2. Distribute Residential Population and Non-residential Growth FNI will utilize the population and non-residential growth projections developed during the Water Master Plan as a baseline for this project. Updates will be made, as necessary, to reflect differences in the service areas and changes to development patterns. C3. Develop Design Criteria for Wastewater Flow Projections Based on a review of historical wastewater flow data, FNI will review existing flow projection methodologies, including those previously developed for all the sewer basins and sub-basins, to provide recommendations to update the design criteria for flow projections. FNI will develop base flow rates, per-capita flow rates, non- residential usage factors, infiltration and inflow (I/I) allowances based on flow monitoring data, rehabilitation work, and work order data (stoppages, blockages, etc.). C4. Develop Retail Wastewater Flow Projections FNI will utilize the updated wastewater flow design criteria for each basin and sub-basin to allocate future residential and non-residential loads. FNI will allocate population and employment estimates and flow projections across the sewer basins and sub-basins for each planning period. C5. Wholesale Customer Wastewater Flow Projections FNI will develop existing and projected flows for its wholesale customers. New customers include, but are not limited to, City of New Deal and the City of Wolfforth. A-3 City of Lubbock FREESE �� c�ty of Wastewater Master Plan Update r' ����N�� Lubbock EXHIBIT A rEx�s C6. Meeting to Discuss Population, Employment, and Flow Projections FNI will conduct a virtual meeting with City staff to discuss the results of sewer basin flow projections and distribution. FNI will address comments on the distribution of the population and employment data as well as the wastewater load projections. TASK D: WASTEWATER MODEL DEVELOPMENT AND CALIBRATION Di. Wastewater System Model Update FNI will update the City's wastewater collection system hydraulic model from the most current GIS. The model will consist of pipelines 10-inches and larger and select smaller diameter lines when necessary to maintain a network suitable for collection system performance analysis. FNI will review as-built drawings and operational data provided by the City to obtain physical data (wet well dimensions, pump curves, force main material and pressure rating, etc.) and develop initial controls for the model. This task will include the determination of additional data needed to properly define special hydraulic structures such as siphons, split flow manholes, weirs, junction boxes, and other interconnections between parallel lines, where necessary. FNI will populate this information within the wastewater model. D2. Establish Network Connectivity and GIS Importation into Wastewater Model The connectivity of the sanitary sewer collection system will be addressed during this task. The network connectivity encompasses establishing x/y coordinates for all system assets (manholes, pipes, lift stations, etc.). FNI will review unconnected (floating nodes) in the GIS to determine flow direction and network connectivity using as-built data and field maps. FNI will utilize the modeling software to electronically verify and correct flow directions and network connectivity with the modeled network. D3. Update lih Station Data FNI will update lift station and force main as-built information provided by the City will be entered into the model where needed. FNI will review as-built drawings and operational data provided by the City to obtain physical data (wet well dimensions, pump curves, force main material and pressure rating, etc.) and develop initial controls for the model. FNI will identify missing lift station data needing field verification, including physical dimensions, pump performance data, and any missing force main information. FNI will utilize institutional knowledge from the City staff regarding the operational complexities of the wastewater system. D4. Conduct Detailed Model Network Data Review FNI will review attribute data on all nodes and links and lift station information entered into the model, and a detailed analysis will be done on the model database to resolve anomalies in the data. This includes generating lists of pipes with negative slopes, reviewing pipe profiles on major interceptors and identifying critical model elements requiring special physical data (i.e., junction structures, weirs, overflow structures, etc.). FNI will identify "Critical Model Elements" requiring special physical data such as junction structures, flow diversion structures, weirs, siphons, lift stations, overflow structures, etc. FNI will correct critical model elements using as-built drawings and input from City staff. Problem areas or areas missing data will be identified for additional field verifications to finalize model network data. DS. Sewer Basin Delineation and Subcatchment Generation FNI will review and update sewer basin delineation using GIS shapefile and ground contour mapping. Document the location of flows from identified wholesale customers that enter the City's collection system. FNI will develop sewer A-4 City of Lubbock Wastewater Master Plan Update EXHIBIT A � FREESE `r� c�tyof r� �NICHOLS Lubbock TEx�s subbasin delineation representing meter areas and geographical areas within each sewer basin. FNI will generate subcatchments for each sewer subbasin showing which areas feed into each sewer manhole within their respective flow meter basins. FNI shall prepare detailed mapping of the sewer basins, subbasins, and subcatchments. D6. Allocate Updated Wastewater Flows in the Model Geocoded water billing data and the population and commercial flow projections will be used to assign flows to the subcatchments for wastewater system analysis. Large customers will be located and allocated as a point load. FNI will assign residential and commercial diurnal patterns to each subcatchment based on the flow meter data and the flow meter basins. D7. Dry Weather Calibration FNI will select dry weather calibration period to isolate projected flows as primarily domestic contributed flows. Develop a flow meter schematic showing which sewer basin and metered subbasins feed into each sewer interceptor for model analysis and data output review. FNI will perForm dry weather calibration on selected dry weather flow period using calibrated flow volume by adjusting antecedent conditions, per capita flows, diurnal curves, and dry weather infiltration. Dry weather calibration should match field data within 5%. FNI will adjust lift station parameters based on system response observed during calibration event using SCADA records and meter responses. FNI will prepare mapping and profiles at selected calibration points showing metered vs. modeled dry weather calibration flows, depths, and velocities and meet with the City to present dry weather calibration results. Selected calibration points will consist of the flow monitoring locations and any other locations where flow or level data is available through SCADA. D8. Wet Weather Calibration FNI will review flow meter data and select two (2) wet weather calibration storm events, if available. FNI will perform wet weather calibration on selected wet weather flow events using calibrated peak I/I and calibrate to within 10%. Adjust model parameters to calibrate flow velocity and flow depth. Adjust lift station parameters based on system response observed during calibration events using SCADA records and meter responses. Prepare mapping showing metered vs. modeled wet weather calibration results and provide the wet weather calibration results for the selected two wet weather calibration events to City staff for review. TASK E. WASTEWATER COLLECTION SYSTEM PERFORMANCE ANALYSIS Ei. Design Criteria Evaluation FNI will evaluate and recommend wastewater system planning criteria, including design flows, minimum and maximum pipeline velocities, TCEQ requirements, and surcharging guidelines. The criteria will be based on the desired Level of Service and will determine what surcharging, if any, is allowed, minimum and maximum velocity constraints, etc. Criteria will be developed for overall master planning purposes, development reviews, and environmentally sensitive areas. FNI will provide the criteria to City staff to obtain input on the draft design criteria. E2. Design Storm Evaluation FNI will develop recommendations on design storms using return period and storm intensity analysis for individual sewer basins and interceptors and system-wide storms for the wastewater facilities, based on the Level of Service recommendations using existing available data. A sensitivity analysis for up to three unique events will be conducted and presented to the City. A-5 City of Lubbock Wastewater Master Plan Update EXHIBIT A E3. Existing System Evaluation f'7 FREESE �,r� c�ty or �w�cNo�s Lubbock TEIAS FNI will run the calibrated wastewater model with the selected design storm(s) and identify existing surcharging and overflow locations and other capacity restriction issues. FNI will evaluate the impacts of critical elements (special structures) and lift station modifications on the existing system evaluation results. FNI will prepare mapping and model results showing all surcharging and overflow locations by magnitude and locations. E4. Meeting to Review Existing System Analysis FNI will prepare maps showing the existing system analysis results for the wastewater collection system. FNI will meet with the City virtually to demonstrate these results and solicit comments. E5. Northwest Loop 289 Interceptor Alternatives Analysis FNI will work with the utility design team to identify and evaluate up to 3 alternative routes for the Northwest Loop 289 interceptor project. Routes will be identified based on upstream projected peak flow conditions, corridor availability, overall constructability, and estimated cost impacts. The FNI team will model the identified routes to determine potential sewer line capacity and recommend pipe diameters. The modeling and utility design team will collaborate to identify potential route conflicts and available corridors for the proposed interceptor. FNI will present the results to City staff in a meeting with mapping and cost comparisons. E6. Develop Future Model Scenarios FNI will utilize 5-year, 10-year, and 30-year wastewater model scenarios under design storm conditions to determine the system response for surcharging and overflow events. FNI will conduct an evaluation of special structures and lift stations under design storm conditions for each planning period. FNI will utilize the future system model scenarios to analyze the impact of future growth and redevelopment on the wastewater collection system. FNI will apply the selected design storm(s) to the future system models to locate potential future system deficiencies based on specified design criteria. E7. Develop System Improvements Alternatives for the 5-,10-, and 30-year Planning Periods Using the results of future models, develop improvements to eliminate excessive surcharging and overflows in the system resulting from increased wastewater flow from projected future development and redevelopment. Develop improvements alternatives for gravity lines, lift stations, force mains, and special structures. Improvements needed to correct existing deficiencies will also be included. Utilize model results to develop improvements to serve areas that are currently not developed. Develop mapping showing improvements required for the 5-year, 10-year, and 30-year planning periods as well as improvements needed to correct existing de�ciencies. E8. Future Collection System Improvements Alternatives Workshops FNI will conduct up to two (2) workshops (one virtual, one in-person) with City staff presenting results of the evaluation of the future collection system, including mapping and modeling results before and after improvements for each time period. The workshops will enable FNI and City staff to evaluate system deficiencies, the impact of current recommended system improvements, and develop potential system improvement alternatives. FNI will model and further evaluate the system improvement alternatives developed during the workshops. FNI will further refine alternatives to address system deficiencies and size wastewater facilities and lines to meet peak wet weather flows. A-6 City of Lubbock Wastewater Master Plan Update EXHIBIT A TASK F. WATER RECLAMATION PLANT (WRPI EVALUATION Fi. WRP Capacity Evaluation and Integration rFREESE ���� ctty of -� �NI�HOLeS Lubbock iEx�s FNI will identify, evaluate, and provide recommendations regarding the ability to meet the existing and projected wastewater collection flows of the service area. FNI will evaluate the integration of the new Northwest WRP to the collection system since coming online and a potential third facility in the system. FNI will evaluate options for flexible flow management, allowing the collection system to redirect or transfer flow based on operational decisions. FNI will provide charts and graphs with alternatives to meeting future wastewater treatment plant flow projections. F2. SEWRP Capacity Assessment FNI will conduct a desktop functional capacity assessment of the Southeast WRP (SEWRP) by unit process based on TCEQ's 217 design criteria and other industry standards. Each unit process' capacity will be evaluated based on hydraulic and loading criteria, as applicable. The assessment will consider historical influent loads and peaking factors. FNI will request required influent constituent data collected by City staff for use in the evaluation. FNI will evaluate the feasibility and potential increase in the functional capacity of the SEWRP with implementation of a process intensification technology. It is assumed up to two process intensification technologies will be evaluated and may include the following: (1) continuous aerobic granular sludge (AGS) at Plant No. 3; (2) Nuvoda mobile organic biofilm (MOB) at Plant No. 3; (3) ballasted flocculation (BioMag) at Plant No. 3; and (4) integrated fixed film activated sludge (IFAS) at Plant No. 3. Where applicable, process intensification options specific to Plant No. 3 will utilize previous FNI efforts as part of the SEWRP No. 3 BNR Improvements project. FNI will prepare conceptual site layouts, process flow diagrams, and descriptions of equipment and technologies for each alternative. FNI will develop a planning level opinion of probable construction costs (OPCC) for each alternative. FNI will document the SEWRP Capacity Assessment evaluation in a technical memorandum to be included as part of the Wastewater Masterplan overall report. FNI will provide one electronic draft PDF of the technical memorandum to the City for review and comment. FNI will meet with the City to discuss and incorporate City comments into a final technical memorandum. F3. SEWRP Flow Equalization Conceptual Alternatives FNI will review SEWRP plant influent flow data to develop the existing diurnal flow curve and peaking factors. FNI will then use future flow projections, developed in Task C, along with the existing diurnal flow curve and peaking factors to size flow equalization needs. FNI will conduct a one (1) day site visit with City staff to assess the condition of the decommissioned SEWRP No. 2 facilities to be used for potential flow equalization facilities. Assign condition scores for structural, architectural, mechanical, and electrical/I&C for each unit process inclusive of the primary distribution structure, primary clarifiers, secondary clarifiers and pumping station complex. The condition assessment is a high-level overview and includes visual observations only, along with input from plant staff, to determine the condition score. It is assumed the condition assessment will not include the bio-tower filters. FNI will develop up to two (2) alternatives for adding flow equalization facilities to the SEWRP. The alternatives will consist of: • Repurposing the decommissioned SEWRP No. 2 primary and secondary clarifiers into flow equalization • Demolishing the SEWRP No. 2 facilities and building a new flow equalization facility in their place. FNI will prepare conceptual site layouts, process flow diagrams, and descriptions of equipment and technologies for each alternative. FNI will develop a planning level opinion of probable construction costs (OPCC) for each A-7 City of Lubbock Wastewater Master Plan Update EXHIBIT A alternative. FREESE ���� c�tyof r-� �NI�HOLS Lubbock rEz�s FNI will document the SEWRP Flow Equalization evaluation in a technical memorandum to be included as part of the Wastewater Masterplan overall report. The results of the condition assessment will also be documented in a technical memorandum. FNI will provide one electronic draft PDF of the technical memorandum to the City for review and comment. FNI will meet with the City to discuss and incorporate City comments into a final technical memorandum. F4. SEWRP Flow Equalization 30% Design Based on the preferred alternative from the conceptual study, FNI will develop 30% level design drawings and a list of specifications. The drawings will include process mechanical, structural, and electrical plans of the following: • Overall site layout with proposed new facilities and piping, • Demolition plan and sections, • Flow equalization facilities plan and sections, • Flow equalization pump station plan and sections, and • Process flow and instrumentation diagrams. In addition to the drawings, FNI will develop a 30% level OPCC and perform geotechnical exploration, laboratory analysis, and report. FNI will provide one electronic draft PDF of the drawings and OPCC to the City for review and comment. F5. SEWRP Flow Equalization 30% Design Meetings FNI will meet with the City up to 2 times (one virtual, one in-person) to discuss the design and incorporate City comments. TASK G. WASTEWATER COLLECTION SYSTEM RENEWAL PLANNING AND WORK ORDER MANAGEMENT SYSTEM SUPPORT Gi. Wastewater Data Assessment FNI will utilize GIS shapefiles, as-builts, work orders, CCTV results, and any other available data to determine the age and material of the wastewater lines in the existing wastewater collection system. FNI will review and evaluate work order history, repair history, and maintenance data to determine areas to focus renewal efforts. FNI will review CCN results for critical lines based on a review of work order data, repair history, and maintenance data. G2. Develop Condition and Criticality Scoring Parameters FNI will develop a draft condition and criticality scoring program for wastewater system pipelines and lift stations. FNI will meet with City staff to obtain input on draft parameters. • Potential condition parameters include: o Pipe age o Pipe material o Maintenance history o Soil conditions • Potential criticality parameters include: o Number of customers served A-8 City of Lubbock FREESE �� c�ty of Wastewater Master Plan Update r' �NI�N�� Lubbock EXHIBIT A TEx�s o Ease of access for repairs o Environmental impact o System redundancy o Critical facilities, e.g. hospitals and schools o Alley/street condition/replacement schedule G3. Apply Condition and Criticality Scoring System to Pipelines Based on available data, FNI will apply the condition and criticality scoring system to the collection pipeline network. Each line segment will receive a condition, criticality, and overall risk score, and an overall prioritized ranking of pipelines will be prepared. FNI will develop a large-scale color-coded mapping of the results of the condition, criticality, and risk scoring analysis. G4. Develop Prioritized Pipeline Renewal CIP FNI will work with the City to develop a strategy to utilize the results of the risk-based assessment to develop a prioritized wastewater pipeline renewal plan and CIP. Potential considerations include triggers for CIP inclusion and funding constraints. FNI will develop a renewal program CIP that includes project packaging, prioritization, phasing, descriptions, mapping, and cost estimates by fiscal year. G5. Meeting to Discuss Draft Renewal CIP FNI will meet with the City to discuss the Draft Rehabilitation CIP. FNI will prepare mapping and present the proposed rehabilitation CIP to the City and will address any comments provided during the meeting. G6. Work Order Management System Fundamentals and Goal Setting Meeting FNI will conduct a meeting with City staff to review and discuss the current status and usage of the Cartegraph work order management system software. The meeting will also discuss the desired goals and outcomes of the recommendations to be prepared by FNI for future implementations and updates. FNI will provide recommendations for asset management best practices as the City is working through their on-going implementation of Cartegraph as it relates to the wastewater collection system. G7. Perform Work Order Management System Gap Analysis FNI will coordinate with City staff to collect and categorize the available wastewater collection system data sources, including CAD/GIS files, hard copy maintenance records, as-built plans, and equipment manufacturer documents. FNI will conduct a gap analysis to identify enhancements required for the work order system and business processes to facilitate updates to the Cartegraph program. G8. Develop Work Order Management System Program Recommendations Based on the results of the goal setting meeting, and gap analysis, FNI will develop Cartegraph work order system recommendations. The recommendations may consist of the following components: • Software Requirements • Process to Capture Missing Attribute & Maintenance Data • Organizational Enhancements • Implementation Schedule • Consideration for Incorporation of Future Assets A-9 City of Lubbock Wastewater Master Plan Update � FREESE EXHIBIT A �� �NI�HOLeS G9. Asset Management Program Gap Analysis and Recommendations Meeting �,•' City of Lubbock TEXAS FNI will conduct a meeting with City staff to present the results of the gap analysis and recommendations for the Cartegraph work order management program. G10. Prepare Draft Cartegraph Work Order Management System Support Plan Technical Memorandum FNI will prepare a draft technical memorandum (TM) documenting the gap analysis, meeting outcomes, asset system program recommendations, and proposed support measures. The TM will include consideration for existing assets and incorporation of future assets installed as part of planned system improvements. FNI will submit one (1) electronic PDF copy of the draft TM for City stafYs review. Gii. DraftTechnical Memorandum Review Meeting FNI will conduct a meeting with City staff to review and solicit comments on the draft TM. G12. Prepare Final Cartegraph Work Order Management System Support Plan TM FNI will update the draft TM based on comments provided by Ciry staff and prepare a final TM. FNI will deliver one (1) electronic PDF copy of the final TM. Upon request, FNI will deliver five (5) hard copies of the final TM. TASK H: CAPACITY, MANAGEMENT. OPERATIONS AND MAINTENANCE (CMOM) PROGRAM UPDATE H1. Update CMOM Self-Audit FNI, with assistance from City staff facilitate and update the City's 2017 CMOM Self-Audit using the EPA's Region IV CMOM Self-Audit/Self-Disclosure program, components of the EPA SSO draft rule (including CMOM and Asset Management (AM) business practices) and the EPA 2005 CMOM Guidance Document. Development of the City's CMOM will involve participation of various departments within the City. Key individuals within the City will be identified to participate in the CMOM development. • CMOM Framework Development - FNI will document meetings with the City required to develop the CMOM framework incorporating asset management business practices where appropriate. • Documentation of O&M Practices - Inspect, inventory, evaluate, and document the City's existing management, operations, and maintenance programs. • Develop programs to assess the effectiveness of the City's management, operation, and maintenance of the wastewater collection system by benchmarking best work practices in the collection system and establishing performance criteria. H2. Updated CMOM Self-Audit Meeting FNI will meet with City staff to discuss the results of the CMOM Self-Audit update. H3. Update the City's Existing Gap Closure Plan FNI will prioritize activities needed to address any deficiencies revealed in the Self-Audit and update the Gap Closure Plan in coordination with City staff and project goals. These activities may include: • Gap Analysis Report - Determine gaps in City programs for CMOM when compared with EPA CMOM guidance documents. A detailed description of the gaps for each program element shall be developed and presented. A-10 City of Lubbock Wastewater Master Plan Update EXHIBIT A rli� FREESE r�� csty of �NI�HOLeS Lubbock TE1AS • Gap Closure Strategies - Develop strategies for addressing gaps. The CMOM Plan will include recommended Gap Closure Projects including resources, estimates and schedule for implementing each. • Implementation Plan for Gap Closure - Develop an implementation plan(s) for gap closure projects including resources, budget, and schedule for implementation, if required. • Condition Assessment Evaluation - A review and recommendation for the condition assessment program for sewer system evaluation, inspection, and rehabilitation will be evaluated. • Hydraulic Review — Summarize capacity assurance procedures including hydraulic modeling. • O&M Program Review including hot spot cleaning efforts and methods. • Critical Parts Inventory - Review program to identify critical parts needed for system operation and maintenance of an adequate spare parts inventory. • Training Review- Collection System Staff training program review. Review programs to train City staff on proper system inspection, O&M procedures, and use of supporting software, record keeping, and compliance reporting. • BMP and 550 Abatement Programs - Develop Best Management Practices (BMP) and S50 Abatement reviews. Includes documenting of current lift station operations and capacity. • OverFlow Response Plan - Review the City's current Overflow Response /Lift Station power failure Response Plan and recommend improved procedures if applicable. Prepare written plan to be incorporated into CMOM. • Fat, Oil and Grease (FOG) Plan — Review existing FOG program and prepare written plan to be incorporated into CMOM. • Ordinance Review - Review sewer use ordinances, grease ordinance, pretreatment program or other legal documents needed to address pretreatment standards and to address proper installation, testing, and inspection of new and rehabilitated sewer systems. • Compliance and Reporting Review including performance indicators to track CMOM effectiveness. TASK I. CAPITAL IMPROVEMENTS PLAN AND WASTEWATER MODELING SERVICES REPORT Ii. Develop Draft Capital Improvement Plan (CIP) Costs, Schedule, and Mapping FNI will develop a comprehensive Capital Improvements Plan based on growth and renewal needs. Costs for each proposed project will be developed in Year 2025 dollars, including engineering and contingencies. Large-scale system-wide maps will be produced showing proposed projects, costs, and recommended in-service dates of proposed projects. FNI will also prepare a one-page summary for each project, including but not limited to a detailed description, issue, project map with planning level alignment, cost, proposed dates, and justification. Timing of projects will be based on triggers identified for each project for tracking. 12. Meet to Review Draft Capital Improvement Plan FNI will meet with the City to discuss the draft CIP, project phasing, and analyze alternative completion dates as necessary. 13. Short-Term CIP Recommendations Technical Memorandum (2025 Budget Cycle) FNI will develop a technical memorandum highlighting upcoming wastewater infrastructure needs to assist City staff in preparing for the required budgetary needs in the fiscal year. The memorandum will incorporate the results of the wastewater performance analysis as well as other studies as applicable. The memorandum will include projects of critical need and contain a master planning level opinion of probable cost estimates. 14. Prepare Draft Comprehensive Wastewater Master Plan Report FNI will prepare a draft Comprehensive Wastewater Master Plan Report summarizing wastewater flow projections, A-11 City of Lubbock Wastewater Master Plan Update EXHIBIT A � FREESE �r� c�tyof r� �NI�HOLS Lubbock tEx�s model calibration, existing and future system analysis, and CIP development. FNI will deliver three (3) hard copies and one (1) electronic PDF file of the draft report to the City. 15. Meet to Review Draft Report FNI will meet with the City to discuss the draft report. FNI will solicit comments to be incorporated into the final report. 16. Revise Comprehensive Wastewater Master Plan Report to Incorporate Comments FNI will revise the report based on comments from the City and submit three (3) final hard copies and one (1) electronic copy in PDF format of the Comprehensive Wastewater Master Plan Report. SUMMARY OF DELIVERABLES: � Short-Term Wastewater Recommendations (2024 Budget Cycle) TM • Wastewater System Capital Improvements Program • Southeast WRP Evaluation TM • Southeast WRP Equalization Basin 3090 Conceptual Design • Work Order Management System Support Plan TM • Updated CMOM Self-Audit and Gap Closure Plan • Draft Comprehensive Wastewater Master Plan Report • Final Comprehensive Wastewater Master Plan Report • Short-Term Wastewater Recommendations (2025 Budget Cycle) TM • Calibrated Wastewater Model • Pipeline Renewal Database • All electronic project files FEE SUMMARY BY TASK: Task Labor Expenses Sub ID Task Name Hours Effort Effort Effort Total Effort A WW Master Plan Project Management 221 $49,860 $5,141 $0 $55,000 B Flow Monitoring and I/I g3 $19,130 $1,290 $147,180 $167,600 Characterization C Population and WW Flow Projections 92 $18,732 $967 $0 $19,700 � WW Model Development and 345 $64,438 $3,061 $0 $67,500 Calibration E WW Collection System Performance 497 $104,595 $14,105 $0 $118,700 Analysis F Water Reclamation Plant Evaluation 1,561 $356,696 $21,554 $20,350 $398,600 WW Collection System Renewal G Planning and Work Order 533 $131,743 $12,357 $0 $144,100 Management System Support H CMOM Project Update 103 $19,267 $1,033 $0 $20,300 I CIP and WW Modeling Services Report 460 $97,540 $10,660 $0 $108,200 • •� �� � � �• �� A-12 FREESE AND NICHOLS, INC. EXHIBIT B Position Principal / Group Manager Technical Professional - 6 Technical Professional - 5 Technical Professional - 4 Technical Professional - 3 Technical Professional - 2 Technical Professionaf -1 CAD Technician/Designer - 3 CAD Technician/Designer - 2 CAD Technician/Designer - 1 Senior CAD Technician/Designer Construction Manager - 4 Construction Manager - 3 Construction Manager - 2 Construction Manager -1 Corporate Project Support - 3 Corporate Project Support - 2 Corporate Project Support -1 Intern/ Coop Rates for In-House Services Technolosv Charse $8.50 per hour Travel Standard IRS Rates LUBBOCK RATE SCHEDULE Bulk Printins and Rearoduction Small Format (per copy) Large Format (per sq. ft.) Bond Glossy / Mylar Vinyl / Adhesive Mounting (per sq. ft.) Binding (per binding) Rate 342 335 270 232 194 170 140 188 141 112 232 200 151 143 112 157 141 108 73 B&W Color $0.10 $0.25 $0.25 $0.75 $0.75 $1.25 $1.50 $2.00 $2.00 $0.25 OTHER DIRECT EXPENSES: Other direct expenses are reimbursed at actual cost times a multiplier of 1.10. They include outside printing and reproduction expense, communication expense, travel, transportation and subsistence away from the FNI office and other miscellaneous expenses directly related to the work, including costs of laboratory analysis, test, and other work required to be done by independent persons other than staff members. For Resident Representative services performed by non-FNI employees and CAD services performed In- house by non-FNI employees where FNI provides workspace and equipment to perform such services, these services will be billed at cost times a multiplier of 2.0. This markup approximates the cost to FNI if an FNI employee was performing the same or similar services. Rates to be adjusted no more than 5% annually LU822