Loading...
HomeMy WebLinkAboutTask Order 10023 k with JUB Engineers for 2016 Meridian Sewer Master Plan UpdateTASK ORDER NO. 10023.k Pursuant to the MASTER AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN CITY OF MERIDIAN (OWNER) AND JUB ENGINEERS, INC (ENGINEER) This Task Order is made this day of December, 2015 and entered into by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "City", and accepted by (JUB ENGINEERS. INC), hereinafter referred to as "Engineer" pursuant to the mutual promises, covenant and conditions contained in the Master Agreement (Category 1d) between the above mentioned parties dated October 1, 2014. The Project Name for this Task Order 10023.k is as follows: CITY OF MERIDIAN 2016 MERIDIAN SEWER MASTER PLAN UPDATE SECTION 1 — PROJECT UNDERSTANDING The City of Meridian (City) has requested J -U -B Engineers, Inc. (J -U -B) to provide engineering services to assist in updating the City's Sewer Master Plan. The previous Sewer Master Plan Update was completed in 2010. The City has experienced growth since then and has addressed many of the Capital Improvement Plan (CIP) projects identified in the previous plan. This project will update the existing system model and committed service model. Modeling assumptions, land use designations and unit flows will be updated. The master plan model will be updated to incorporate impact boundary flexibility. In addition, modifications to the Master Plan will be made in areas where development has taken place. The updated Master Plan will provide the conceptual layout of the sewer trunk lines 10" and larger. J -U -B will work with City staff throughout all phases of the Sewer Master Plan Update, such as estimating growth patterns for the next five years, estimates of build -out densities and total build -out population projections. A Capital Improvement Plan will be developed to provide a prioritization for capital improvement projects based on the results of the existing system analysis and the growth projections. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 1 of 14 JUB ENGINEERS, INC Upon City review and approval of the updated Sewer Master Plan Report, J -U -B will submit it to Idaho DEQ for review and approval. In general, the outline of the report will be as follows: Executive Summary Chapter 1 — Introduction and Background Chapter 2 — Existing System Summary Chapter 3 — Existing Model Chapter 4 — Committed Model Chapter 5—Growth Projections and Planning Information Chapter 6 — Master Plan Model Chapter 7 — Capital Improvement Plan Chapter 8 —Summary SECTION 2 — OWNER INFORMATION, RESPONSIBLITIES and PROJECT ASSUMPTIONS; The following data and/or services are to be provided by the City, as applicable, without cost to J -U -B: A. Provide on-going review of J -U -B's work and timely considerations of policy issues within a time acceptable to the City and J -U -B. B. Provide updated GIS layers of all existing sewers in the City system. Provide guidance on model compatibility with asset management software. C. Provide pump station information that is not in the current model, including pump curves. Provide SCADA information from regional lift stations. D. Provide winter water meter data for use in the sewer model. Water meter data will contain a geo-referenced link to the parcel it is associated with. E. Provide latest flow monitoring data. F. If any critical inverts on trunks are unavailable and necessary, provide that information to J - U -B through field surveying (J -U -B is available to conduct any necessary surveying under Task 8.1, Additional Services). G. Provide record drawings of new existing collection system components (trunk sewers 10 inches or larger) that may be required for modeling. We anticipate that most of the information on the existing trunk lines is contained in the City's current GIS layer. H. Provide design plans of any City Capital Improvements that are currently in the planning or design phases. I. City will maintain a current license of the most recent version of InfoSWMM modeling software. J. No additional draft deliverables will be produced other than those specifically listed in the Tasks in Section 3. K. Other items that may be necessary that are not in the scope of services and are not assigned to J -U -B as additional work. L. Refer to Section 3 individual tasks for additional project assumptions. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 2 of 14 JUB ENGINEERS, INC SECTION 3 — SERVICES TO BE PERFORMED BY J -U -B J -U -B shall furnish the services specifically limited to the following: Task 1 — Project Manaaement and Meetings 1.1 Project Administration, Tracking and Management: Monitor team progress and resources, action item lists, task deadlines, and items needed from the City. Provide documentation, and regular updates on a monthly basis or as needed. Prepare monthly written project updates, progress reports and invoicing. 1.2 Quality Assurance and Quality Control (QA/QC) Plan: Develop a QA/QC plan to manage the quality review of all work activities and project deliverables. Distribute QA/QC plan to project staff. 1.3 Meetings: Participate in bi-weekly or monthly project coordination meetings, workshops and conference calls. The purpose of these meetings will be to exchange information, receive progress updates and discuss other coordination with the City. For the purpose of budgeting 50 hours are allotted for this sub -task. Assumptions: Duration of this Task Order is 15 months Execution of the QA/QC Plan will be on-going and completed under the appropriate Tasks Deliverables: • Monthly Invoicing & Project Status Reports • QA/QC Plan • Meeting Minutes Task 2 — Existing Model Update 2.1 Data Collection and Modeling Assumptions Update a) Obtain and review updated GIS information from the City for all sewer lines, including rim and invert elevations where available. b) Obtain and review flow data for the Meridian WWTP and recent flow monitoring by others. Identify up to 3 significant recent rainfall events that led to noticeable increases of flow. c) Obtain and review hourly flow data for up to 3 events identified above from available sources, including the Meridian WWTP and lift station SCADA. d) Lift Stations — Obtain and review pump curves, SCADA pumping data, operation set points and record drawings. e) Obtain permit information for all permitted/significant users, including current permit limits and future permit limits. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 3 of 14 JUB ENGINEERS, INC f) Obtain and review water meter data from Meridian Utility Billing for use in developing existing sanitary flows. One meeting with Utility Billing will be held to discuss exact data needs and coordinate data transfer. g) Draft a technical memorandum summarizing the modeling assumptions to be used in the InfoSWMM model. h) Submit one electronic copy (PDF) of the draft Modeling Assumptions TM to the City for review. Meet with the City to review comments. i) Address comments received through internal QA/QC and City review of the draft Modeling Assumptions TM. Incorporate the revised Modeling Assumptions TM into the Master Plan document as an appendix (see Task 2.8). 2.2 Update Existing Collection System Layer a) Using GIS information provided by the City (sewer lines and manholes), update rim elevations, invert elevations, and pipe sizes in the model collection system layer. Rim and invert source information will also be maintained in the system layer. The collection system layer will be updated with the best available data for trunk lines z 10 -inches in diameter. Pipes smaller than 10 -inch in diameter will be considered non-critical, but those in the existing GIS layer will be included in the model to facilitate flow routing. b) Identify critical information gaps (>_ 10 -inches) that require field survey or record drawing information. Provide a list of needed record drawings and/or needed survey information to the City. c) Discrepancies, missing data and questions on rim and invert elevations will be discussed with the City and resolved with one of the following: field survey by City staff, record drawings, straight grading or interpolation. d) Non-critical information gaps (<10 inches) in rim and invert data will be approximated in the model using straight grading or interpolation. e) Based on record drawings or field survey information provided by the City, add information to the collection system layer. 2.3 Collection System Condition Assessment Coordination a) Meet with City staff to review and document the City's current condition assessment program. This information and City guidance will be used as part of the capital improvement programming in Task 6. Two (2) meetings are assumed for budgeting purposes. b) Obtain and review condition rating data for all collection system assets the City has already rated. Document the current condition rating of all collection system assets the City has already rated. Document the collection system assets still in need of assessment by the City. 2.4 Update Existing Flow Generation Layer a) Update existing land use layer using type to each parcel within City limits using parcel characteristics found in the county parcel GIS data. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 4 of 14 JUB ENGINEERS, INC b) Develop sanitary unit flows by analyzing average winter water meter data from each parcel from Dec 2015, Jan 2016, and Feb 2016. c) Summarize unit flows for each land use type for use in future model scenarios. d) Determine the infiltration influenced by seasonal irrigation for each major sewer basin in the system (gallons per acre per day, GPAD). Based on recent flow monitoring data collected by others and recent WWTP data. Values will be calibrated in Task 2.6. e) Evaluate flow data received from the City, as well as any previous flow monitoring, for up to 3 recent storm events identified in Task 2.1. Determine inflow volumes that reached the sewer and develop draft inflow parameters for each basin to apply to the InfoSWMM model. Values will be calibrated in Task 2.6. 2.5 Update InfoSWMM Model a) Load the updated layers and parameters into the new model, including the collection system layer, sanitary flows, infiltration flows and inflow parameters. b) Develop the following modeling scenarios: Scenario infiltration + Inflow ` Sanitary Flows Average 2015-2016 winter water meter Calibrate—Dry Peak Irrigation No Storm Event usage Average 2015-2016 Events identified winter water meter Calibrate Wet n/a in Task 2.1 usage Average 2015-2016 winter water meter Existing Calibrated INF Design Storm usage c) Run the model for each scenario and resolve any errors, inconsistencies or issues identified. 2.6 InfoSWMM Model Calibration a) Calibrate the model for the Calibrate—Dry scenario using flow monitoring data provided by the City and collected by others. Use initial infiltration values determined in Task 2.4 as a starting point for calibration. This model calibration will identify the peak infiltration in each basin and confirm diurnal curves used in the model. b) Calibrate the model for the Calibrate—Wet scenario using flow data collected in Task 2.1 and previous flow monitoring data. Use initial inflow parameters determined in Task 2.4 as a starting point for calibration. c) Draft a technical memorandum summarizing the InfoSWMM model calibration. Include graphs for each calibration point for both calibration scenarios. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 5 of 14 JUB ENGINEERS, INC d) Submit one electronic copy (PDF) of the draft Model Calibration TM to the City for review. Meet with the City to review the model calibration. Identify any model assumptions to refine or modify. e) Address comments received through internal QA/QC and City review of the draft Model Calibration TM. Revise model calibration, if necessary. Incorporate the revised Model Calibration TM into the Master Plan document as an appendix (see Task 2.8). 2.7 Existing System Capacity Analysis a) Confirm the appropriate design storm for use in wet weather scenario analyses based on the wet weather calibration and discussions with the City. b) Analyze the model for the 'Existing' scenario. c) Identify collection system bottlenecks or trunks showing stress with respect to recommended design parameters in the existing collection system for existing flows. d) Summarize flows into existing lift stations and the remaining capacity. 2.8 Chapters 1-3 Documentation and Review a) Prepare a draft of chapters 1-3 of the Master Plan document (1 -Introduction and Background; 2 -Existing System Summary; 3 -Existing Model). Figures associated with these chapters include maps of the service area, existing land use designations, existing collection system pipe size, existing reserve capacity, and existing depth over diameter. The draft Modeling Assumptions TM and draft Model Calibration TM will be included as appendices. Incorporate additional lift station information into chapter 2 from the previously complete Energy Assessment Evaluation. Prepare an outline of the Master Plan document and correlate with the Idaho DEQ Facility Plan requirement checklist. b) Submit one electronic copy (PDF) of chapters 1-3 of the Master Plan document to the City for review. Meet with the City to review chapters 1-3. Identify any model assumptions to refine or modify. c) Address comments received through internal QA/QC and City review of Chapters 1-3 of the Master Plan document. Revise as necessary. 2.9 Task 2 QA/QC a) Perform an internal review of all deliverables in this task by senior level staff. All QA/QC comments will be reviewed and addressed before deliverables are finalized. Assumptions: It is anticipated that a secondary GIS update of sewer lines will be needed to capture development that happens during the update to the existing collection system layer (October 2015 — March 2016) and before the end of winter water meter time period (December 2015 — February 2016). Individual water meter usage can be linked to the corresponding parcel and used for sanitary flow generation. Wet weather calibration is likely not possible for all individual basins due to limited flow monitoring data during wet weather events. No additional flow monitoring will be Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 6 of 14 JUB ENGINEERS, INC conducted with the intent to capture the impacts of wet weather events on the collection system. • The City will continue to develop their condition assessment program internally. Task 2.3 coordination is only to document the current program. • Compilation of final documentation and submittal to the Idaho Department of Environmental Quality (IDEQ) is covered under a separate task (see Task 7.2). Work Products; • Draft Modeling Assumptions TM — PDF • Draft Model Calibration TM — PDF • Draft Master Plan Report Chapters 1-3 — PDF Task 3 — Committed Model Update 3.1 Update Committed Flow Generation Layer a) Develop the 2016 committed flow layer for sanitary flows. Based on the most recent city limits as defined in the Ada County GIS. Unit flows developed in Task 2.4 will be used to estimate committed sanitary flows. b) Update the expired plats list and remove these parcels from the 2016 committed flow layer. c) Develop the associated infiltration flows for the 2016 committed flow layer. Infiltration values from the calibration will be applied to similar areas nearby. d) Estimate the difference between the existing service area and the committed model service area and the corresponding flow. e) Coordinate with the City to update the City's WWTP benchmarking spreadsheet with the 2016 committed flow layers. 3.2 Update InfoSWMM Model a) Load the updated committed flow layer into the model. b) Develop the following modeling scenario: Scenario Infiltration Inflow Sanitary Flows Committed Calibrated INF Design Storm Committed Flows c) Run the model for the scenario and resolve any errors, inconsistencies or issues identified. 3.3 Committed Model Capacity Analysis a) Analyze the model for the 'Committed' scenario. b) Identify collection system bottlenecks or trunks showing stress with respect to recommended design parameters in the existing collection system for committed flows. c) Summarize committed flows into existing lift stations and the remaining capacity. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 7 of 14 JUB ENGINEERS, INC 3.4 Task 3 QA/QC a) Perform an internal review of all deliverables in this task by senior level staff. All QA/QC comments will be reviewed and addressed before deliverables are finalized. Assumptions: • A parcel is included in the committed model if it has been annexed into City. Parcels with expired preliminary plats are not included in the committed model. • A separate Committed Flow Layer will not be developed for the beginning of the FY2016 in October as has been done in recent years. The previous base committed flow layer will be utilized by the City until the 2016 Committed Flow Layer is completed in the spring or summer of 2016. Work Products: • 2016 Committed Flow Layer — GIS shape file • Updated WWTP Benchmarking Spreadsheet — Excel spreadsheet Task 4 — Demographics and Land Use 4.1 Data Collection a) Obtain and review planning documents including the current comprehensive plan, specific area plans and associated updates such as Ten Mile, Downtown and the Fields District, and other current City planning documents. b) Meet with the Planning Department to review current planning documents and discuss vision for future buildout of the City. Review and define the ultimate service area boundary in coordination with City staff. Assumes one (1) meeting with City staff. The current Area of Impact will be used as the starting point for this analysis and discussion. 4.2 Demographics a) Determine populations and sewer availability for the existing service area. Utilizing the existing sewer model, City utility billing data and Ada County GIS parcel data; determine parcels where sewer is available, parcels that are connected to the sewer, developed parcels not connected to the sewer, undeveloped parcels and associated populations. b) Determine current and recent development density trends in the existing service area. For budget purposes it is assumed that up to ten (10) recent developments will be analyzed to determine current land development densities. Current development densities will be used to project future development densities for similar land use types. c) Compare current densities to Comprehensive Plan densities and establish future land use densities for use in the Master Plan. Review downtown Boise City development trends for reference and use in future density assumptions for downtown Meridian. d) Develop build -out population projections for the ultimate service area based on Comprehensive Plan designations. e) Meet with the City to review densities, land use assumptions/generalizations and population projections. f) Revise and update densities and population projections based on discussions with the City. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 8 of 14 JUB ENGINEERS, INC 4.3 Task 4 QA/QC a) Perform an internal review of all deliverables in this task by senior level staff. All QA/QC comments will be reviewed and addressed before deliverables are finalized. Assumptions: City will provide direction on growth patterns to assist in future land use and demographic assumptions. Task 5 — Master Plan Model Update 5.1 Update Master Plan Collection System Layer a) Update conceptual horizontal and vertical alignments, as well as pipe size, for future trunk lines 10" and larger in diameter required to serve the City's Impact Area. Incorporate modifications to the Master Plan System Layer made through on-call analyses since the 2010 Master Plan. Modify the Master Plan System Layer to account for expansion of the existing system and recent development. b) Examine current Master Plan routes for constructability and improved routing efficiencies. Incorporate any current City capital improvement projects. c) Field survey flow lines of drains/creeks where master plan sewer crossings are proposed to confirm viability of the vertical alignment. d) Develop an alternate Master Plan System Layer that utilizes scalping plants to reduce the size of downstream master plan trunk lines. Identify preliminary re -use and/or disposal sites. 5.2 Update Master Plan Service Area Layer a) Update Master Plan service areas and injection points that define how an area is provided sewer service. Incorporate modifications to the Master Plan Service Area Layer made through on-call analyses since the 2010 Master Plan. Modify the Master Plan Service Area Layer to account for expansion of the existing system and recent development. 5.3 Update Master Plan Flow Generation Layer a) Update future land use type assignments to each parcel in the City's Impact Area using the current comprehensive plan. Include land use types from area specific plans such as Ten Mile, Downtown and the Fields District. Unit flows developed from the water meter analysis will be used to estimate flows. Densities developed during the demographic analysis will also be utilized. Existing and Committed Flows will be maintained as developed in the Existing Model and Committed Model except for areas identified for redevelopment. b) Meet with the City to confirm future land use types and discuss alternate increased density layer (see Task 5.3.e). c) Revise future land use based on comments from review meeting with City. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 9 of 14 JUB ENGINEERS, INC d) Expand the infiltration flow layer used in the Committed Model to cover the City's Impact Area. Infiltration values from the calibration will be applied to similar areas nearby. e) Develop an alternate Master Plan Flow Generation Layer that examines increased densities for specific areas of the City. This scenario will be defined through discussions with the City. 5.4 Update InfoSWMM Model a) Load the updated layers and parameters into the model. b) Develop the following modeling scenarios: Scenario Infiltration & inflow, Collection System Sanitary Flows & Densities Unit Flows from Calibration MP 1a MP Layout Densities from Demographics Unit Flows from Calibration MP 1b Increased Densities Unit Flows from Calibration MP -2a MP Layout with scalping WWTP's Densities from Demographics Unit Flows from Calibration MP 2b r Calibrated INF Design Storm Increased Densities Unit Flows from Calibration MP -3a MP Layout without Mason Creek Densities from Demographics Unit Flows from Calibration MP 3b Increased Densities Unit Flows from Calibration MP -4a MP Layout with scalping WWTP's, Densities from Demographics without Mason Creek Unit Flows from Calibration MP 4b Increased Densities c) Run the model for each scenario and resolve any errors, inconsistencies or issues identified. 5.5 Master Plan Model Capacity Analysis a) Analyze the model for each of the eight (8) Master Plan scenarios. b) Identify collection system bottlenecks or trunks showing stress with respect to recommended design parameters in the existing collection system for master plan flows; c) Summarize master plan flows into existing lift stations and the remaining capacity. d) Evaluate the impacts that increasing densities has on model results. e) Evaluate the impacts that adding scalping WWTP's has on model results. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 10 of 14 JUB ENGINEERS, INC f) Evaluate the impacts that removing the Mason Creek trunk shed from the master plan has on model results. Under this scenario the Mason Creek trunk shed would be provided sewer service by others. g) Compare model results to the 2010 Meridian Sewer Master Plan. Discuss any significant differences in Chapter 6 (see task 5.6). 5.6 Chapters 4-6 Documentation and Review a) Prepare a draft of Chapters 4-6 of the Master Plan document (4 -Committed Model; 5 - Demographics; 6 -Master Plan Model). Figures associated with these chapters include maps of the committed model service area, future land use designations, committed model reserve capacity of existing pipes, committed model depth over diameter of existing pipes, master plan collection system pipe size, master plan reserve capacity of existing pipes, and master plan depth over diameter of existing pipes. The draft Modeling Assumptions TM and draft Model Calibration TM will be included as appendices. Prepare an outline of the Master Plan document and correlate with the Idaho DEQ Facility Plan requirement checklist. b) Submit one electronic copy (PDF) of chapters 4-6 of the Master Plan document to the City for review. Meet with the City to review chapters 4-6. Identify any model assumptions to refine or modify. c) Address comments received through internal QA/QC and City review of Chapters 4-6 of the Master Plan document. Revise as necessary. 5.7 Task 5 QA/QC a) Perform an internal review of all deliverables in this task by senior level staff. All QA/QC comments will be reviewed and addressed before deliverables are finalized. Assumptions: • Results and maps will be based on the 'MP_1 a' scenario. Maps of alternative scenarios will not be included, only discussions in the master plan report. • Development of an alternate system layer utilizing scalping WWTP's will only include the downstream gravity impacts. Analysis and sizing of pressure piping related to the re -use or disposal system is not included. City to jointly assign locations of potential satellite WWTP's. • The preferred alternative from the Northwest Lift Station planning documents will be utilized in the Master Plan. • Compilation of final documentation and submittal to the Idaho Department of Environmental Quality (IDEQ) is covered under a separate task (see Task 7.2). Work Products: • Draft Master Plan Report Chapters 4-6 — PDF Task Order 10023A 2016 Meridian Sewer Master Plan Update Page 11 of 14 JUB ENGINEERS, INC Task 6 — Capital Improvement Plan 6.1 Capital Improvement Plan a) Develop potential capital improvement projects to address the bottlenecks and capacity problems identified in the Existing, Committed and Master Plan model analyses. Includes potential capital improvements needed for alternative scenarios (Increased densities, scalping WWTP's). b) Develop example rehabilitation and/or replacement programming based age and material. c) Review the potential capital improvements with the City and select preferred improvements. Discuss yearly goals for replacement and rehabilitation projects and example programming. d) Prepare planning level opinion of probable capital costs for each of the preferred capital improvements and preliminary unit costs for replacement and rehabilitation projects. e) Develop and run a model scenario that contains all of the preferred CIP projects to confirm the capacity problems have been resolved. f) Develop a Capital Improvement Plan (CIP) that summarizes needed capital improvement projects, replacement and rehabilitation projects (see Task 2.3) and associated costs. Develop an implementation schedule for the CIP. Evaluate the current budget versus needs outlined in the CIP and the City's replacement and rehabilitation goals. Incorporate the downtown sewer realignment plan into the replacement and rehabilitation projects. g) Summarize the Southwest Phasing Plan outlining temporary inter -basin pumping in the southwest area. Also, summarize the Northwest Regional LS phasing plan. h) Include projects currently under construction and/or planned in the CIP. i) Identify CIP projects from the 2010 Meridian Sewer Master Plan that have been completed and document in chapter 7 (see Task 7.1). 6.2 Task 6 QA/QC a) Perform an internal review of all deliverables in this task by senior level staff. All QA/QC comments will be reviewed and addressed before deliverables are finalized. Assu=tions: • City will provide yearly programmed budget amounts for replacement and rehabilitation projects. Task 7 — Final Documentation and DEQ Submittal 7.1 Draft Master Plan Report for City Review a) Draft chapters 7-8 (7 -Capital Improvement Plan; 8 -Summary) and the Executive Summary. Combine with previously completed chapters 1-6. Assimilate into one document including all figures and appendices. Perform review of the complete Master Plan Report by senior level staff independent from the project. Task Order 10023.k 2016 Meridian Sewer Master Plan Update Page 12 of 14 JUB ENGINEERS, INC b) Submit one electronic copy (PDF) of the complete draft Master Plan Report to the City for review. Meet with the City to review. c) Address comments received through internal QA/QC and City review of the draft Master Plan Report. Revise as necessary. 7.2 DEQ Submittal a) Submit one electronic copy (PDF) of the complete draft Master Plan Report to DEQ for review and approval. Include outline of the Master Plan document correlated with the Idaho DEQ Facility Plan requirement checklist. b) Address comments received from DEQ. Document DEQ comments, resolutions and approval in an appendix. 7.3 Final Master Plan Report a) Finalize and seal the Master Plan Report and submit five (5) hard copies and a PDF file to the City. Work Products: • Draft Master Plan Report for City Review — PDF • Draft Master Plan Report for DEQ Review — PDF • Final Master Plan Report — Five (5) hard copies and PDF • GIS shape files for master plan service areas and pipes Task 8 — Additional Services 8.1 Additional Tasks as Requested: J -U -B will provide and/or perform additional tasks as directed by the City, under mutual agreement between both parties, as the need may arise in relation to the Master Plan Update. Potential additional tasks are listed below. An allowance for such tasks is budgeted and shown in Section 4. a) Additional Flow Monitoring: Targeted flow monitoring based on results on the capacity analysis to better define infiltration rates in specific basins. A scope and fee shall be prepared and approved by the City for each flow monitoring request prior to any work being performed. b) Surveying: Surveying will be provided by J -U -B as needed. A scope and fee shall be prepared and approved by the City for each surveying request prior to any work being performed. c) Other additional services as directed by the City. A scope and fee shall be prepared and approved by the City for each additional task prior to any work being performed. TIME OF COMPLETION and COMPENSATION SCHEDULE The following schedule is based on a Notice to Proceed (NTP) from the City by December 2015 and resulting in Final Documentation being completed by January 2017. A NTP issued on a different date will change the schedule accordingly. Task Order 10023A 2016 Meridian Sewer Master Plan Update Page 13 of 14 JUB ENGINEERS, INC COMPENSATION AND COMPLETION SCHEDULE Task Description Due Date Compensation 1 Project Management & Meetings ■ Ongoing throughout project $13,300' 2 Existing Model Update ■ Three months from receipt of water meter data (anticipated end of March 2016) $73,500 3 Committed Model Update ■ One (1) month from completion of Task 2 $13,100 4 Demographics ■ One (1) month from receipt of planning documents $11,300 5 Master Plan Model Update ■ Four (4) months from the completion of Tasks 3 & 4 $61,000 6, Capital Improvement Plan ■ Two (2) months from completion of Task 5 $31,600 7 Final Documentation & DEQ Submittal • Submit to DEQ four (4) weeks from completion of Task 6 $13,500 8 Additional Services as Requested • As mutually agreed to by the City and JUB $5,000 TASK ORDER TOTAL: $222,300 The Not -To -Exceed amount to complete all services listed above for this Task Order No. 10023A is two hundred twenty two thousand three hundred dollars ($222,300.000). No compensation will be paid over the Not -to -Exceed amount without prior written approval by the City in the form of a Change Order. Any and all travel will only be reimbursed if pre -approved by the Project Manager, and only per the City of Meridian Travel Policy. Reimbursable expenses will be paid at cost and only if pre -approved by the Project Manager. Any travel and/or reimbursables paid will be paid as part of the Not -To -Exceed Task Order Total per the Compensation and Completion Schedule above. CITY OF MERIDIAN TAMMY de D, MAYOR JUBr NEERS, INC-- BY: t Dated: Dated: Approved by Council: ;ry(}O 7JJL„ JAYOEE GHOLMAN, CITY CL RK AlI Purchasing Approval '� ��� '�� Depar�rnint Approval KEITH W TS, Purchasing Manager WARREN STEWART, Engineering Manager r Dated: q ZI� Dated: ' Z_ City Project Manager Garrick Nelson. Task Order 10023A 2016 Meridian Sewer Master Plan Update Page 14 of 14 JUB ENGINEERS, INC JUBEN-1 OP ID: NW ACORO� CERTIFICATE OF LIABILITY INSURANCE � DATE 0 911 412 01 5 09/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The Hartwell Corporation -Cal PO Box 400(AIC,No CONTACT Jeremy Kroll PHONE FAX Ext :208-459-1678 AIc No): 208-454-1114 E-MAIL ADDRESS: Caldwell, ID 83606 Jeremy Kroll INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Travelers Indemnity of CT 25682 INSURED J -U -B Engineers, Inc. INSURER B: Travelers Casualty and Surety 31194 250 S Beechwood Ave, Suite 201 Boise, ID 83709 INSURER C: Travelers Indemnity Cc of Am. 25658 INSURER D: XL Specialty Insurance Co. 37885 INSURER E: 08/01/2015 INSURER F: DAMAGE TO RENTED 1 000 000 PREMISES Ea occurrence $ s COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SD SUBR D POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR X X 6807769N196 08/01/2015 08/01/2016 DAMAGE TO RENTED 1 000 000 PREMISES Ea occurrence $ s MED EXP (Anyone person) $ 10,000 X CGD381 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY [X] jEOT N LOC PRODUCTS- COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COBINED SINGLE LIMIT $ 1,000,000 Ea Maccident BODILY INJURY (Per person) $ C X ANY AUTO BA7776NO68 08/01/2015 08/01/2016 ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ Per accident $ X CAT353 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DEO I I RETENTION$ $ B B WORKERS COMPENSATIONPER AND EMPLOYERS' LIABILITY ANY PROPRIETORWARTNER/EXECUTIVE YIN OFFICEER EXCLUDED? (Mandatory in in NH) NIA UB0640T603 & WA STOP GAP 08/01/2015 08/01/2015 08/01/2016 08/01/2016 OTH- X STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE- EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $ 1,000,000 D Profes Liability DPR9721670 04/02/2015 04/02/2016 Ea Claim 5,000,000 $200,000 Deductibl INCL POLLUTION 04/02/2015 04/02/2016 Annl Aggr 5,000,000 DESCRIPTION OF OPERATIONS! LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Master Agreements for the Professional Services CERTIFICATE HOLDER CANCELLATION MERID04 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Meridian THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 33 E Broadway Ave Meridian, ID 83642 AUTHORIZED REPRESENTATIVE - / ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 002218 COMMERICAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED (ARCHITECTS, ENGINEERS AND SURVEYORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. The following is added to WHO IS AN INSURED (Section II): Any person or organization that you agree in a "contract or agreement requiring insurance" to in- clude as an additional insured on this Coverage Part, but only with respect to liability for "bodily in- jury", "property damage" or "personal injury" caused, in whole or in part, by your acts or omis- sions or the acts or omissions of those acting on your behalf: a. In the performance of your ongoing opera- tions; b. In connection with premises owned by or rented to you; or c. In connection with "your work" and included within the "products -completed operations hazard". Such person or organization does not qualify as an additional insured for "bodily injury", "property damage" or "personal injury" for which that per- son or organization has assumed liability in a con- tract or agreement. The insurance provided to such additional insured is limited as follows: d. This insurance does not apply on any basis to any person or organization for which cover- age as an additional insured specifically is added by another endorsement to this Cover- age Part. e. This insurance does not apply to the render- ing of or failure to render any "professional services". f. The limits of insurance afforded to the addi- tional insured shall be the limits which you agreed in that "contract or agreement requir- ing insurance" to provide for that additional insured, or the limits shown in the Declara- tions for this Coverage Part, whichever are less. This endorsement does not increase the limits of insurance stated in the LIMITS OF INSURANCE (Section III) for this Coverage Part. B. The following is added to Paragraph a. of 4. Other Insurance in COMMERCIAL GENERAL LIABILITY CONDITIONS (Section IV): However, if you specifically agree in a "contract or agreement requiring insurance" that the insurance provided to an additional insured under this Cov- erage Part must apply on a primary basis, or a primary and non-contributory basis, this insurance is primary to other insurance that is available to such additional insured which covers such addi- tional insured as a named insured, and we will not share with the other insurance, provided that: (1) The "bodily injury" or "property damage" for which coverage is sought occurs; and (2) The "personal injury" for which coverage is sought arises out of an offense committed; after you have entered into that "contract or agreement requiring insurance". But this insur- ance still is excess over valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the insured when the insured is an additional insured under any other insurance. C. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us in COMMERCIAL GENERAL LIABILITY CON- DITIONS (Section IV): We waive any rights of recovery we may have against any person or organization because of payments we make for "bodily injury", "property damage" or "personal injury" arising out of "your work" performed by you, or on your behalf, under a 'contract or agreement requiring insurance" with that person or organization. We waive these rights only where you have agreed to do so as part of the 'contract or agreement requiring insur- ance" with such person or organization entered into by you before, and in effect when, the "bodily CG D3 81 09 07 © 2007 The Travelers Companies, Inc. Page 1 of 2 Includes the copyrighted material of Insurance Services office, Inc., with its permission. COMMERICAL GENERAL LIABILITY injury" or "property damage" occurs, or the "per- sonal injury" offense is committed. D. The following definition is added to DEFINITIONS (Section V): "Contract or agreement requiring insurance" means that part of any contract or agreement un- der which you are required to include a person or organization as an additional insured on this Cov- erage Part, provided that the "bodily injury" and "property damage" occurs, and the "personal in- jury" is caused by an offense committed: a. After you have entered into that contract or agreement; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. Page 2 of 2 © 2007 The Travelers Companies, Inc. CG D3 8109 07 Includes the copyrighted material of Insurance Services Office, Inc., v4th its permission.