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HomeMy WebLinkAboutRH2 Engineering, Inc. - Addendum to Sewer Comp Plan - Amendment No.3 (Agreement No. 19038)AMENDMENT NUMBER 3 to PROFESSIONAL SERVICES AGREEMENT 19250 — Addendum to Comprehensive Sewer Plan PROJECT: CP7.SE.2A.19.00 AGREEMENT NO. 19038 WHEREAS, the City and RH2 Engineering, Inc. entered into a Professional Services Agreement on 9/4/2019 to provide engineering services with respect to the Addendum to the Comprehensive Sewer Project. WHEREAS, the City and R112 Engineering, Inc. entered into the first Amendment to the Professional Services Agreement No. 19038 on 7/30/2020; WHEREAS, the City and R112 Engineering, Inc. entered into the second Amendment to the Professional Services Agreement No. 19038 on 10/29/2020; WHEREAS, all parties to this agreement agree that this addendum will not modify or change any other terms of the professional services agreement (Agreement No. 19038). NOW, THEREFORE, this agreement is amended to allow RH2 Engineering, Inc. to add a new task (No. 12), thus adding professional engineering services described within Exhibit A. There will be no additional dollar amount added to this agreement based upon the current contract balances remaining. Scope of Work: See Exhibit A. 2. Fee: No Change. Time of performance: The services shall be complete for the project on or before 12/31/2021. -N> DATED THIS � DAY OF Qeta, ber, , 2020. CITY OF PASCO: _ CONSULTANT City of Pasco Steve Worley, Public Works QRA;�. 0&VV-1 RH2 Engineering, Inc. Paul Cross, PE — Project Manager Amendment No. 3 to Professional Services Agreement Page 1 RH2 Engineering, Inc. 19250 — Addendum to the Comprehensive Sewer Plan EXHIBIT A Scope of Work Contract Amendment No. 3 City of Pasco Addendum to the Comprehensive Sewer Plan West Broadmoor Lift Station Flow and Sizing Analysis November 2020 Background The City of Pasco (City) desires to complete a more detailed analysis of the Pahlisch (Rocky Hills Management, LP) and Adams (Broadmoor Properties, LLC) properties, together with the area immediately west of those properties that topographically create a West Broadmoor sub -basin (West Broadmoor), and to size a lift station for serving the entire sub -basin. Pahlisch is required to design a lift station to serve their property and meet City standards. The City desires to determine the over -size needs and relative percentages of the lift station to serve the future sub -basin. The City has retained RH2 Engineering, Inc., (RH2) to complete an addendum to the Comprehensive Sewer Plan (CSP). The City requested RH2 prepare a technical memorandum to supplement the CSP that provides a detailed analysis of the specific lift station requirements for the West Broadmoor sub -basin. To the extent possible, the information developed more generally in the addendum to the CSP will be used as the basis for the technical memorandum. The work will rely upon data provided by the City and Pahlisch prior to commencement of the activities contained in this Scope of Work. All RH2 deliverables will be provided in electronic format unless denoted otherwise. Task 12 — West Broadmoor Lift Station Flow and Sizing Analyses Objective: Develop the 10- and 20 -year and build -out planning data for flow and loads for use in analyses of the lift station and force main for the West Broadmoor sub -basin. Approach: 12.1 Compile the wastewater flow rate and peaking factors based on information developed in the addendum to the CSP. 12.2 Identify areas in the sub -basin system west and east of the Pahlisch property for further study of flow and/or load. Compare and contrast the depth of gravity lines necessary to serve increased areas. Provide recommendations to the City for limiting the size of the basin based upon depth of gravity sewers. It is assumed the only properties north of Burns Road that will connect to this sewer will be served by the future Riverbend Lift Station on the north side of Kohler Road. The City's draft CSP identifies a 20 -year peak hour flow of 405 gallons per minute (gpm) in the Riverbend Lift Station basin, resulting in a recommended firm capacity of 490 gpm. 11/23/2020 3:54:24 PM l:\Data\PSC\719-106\00 Contract\A-3\PSA—A-3_SOW—West Broadmoor Lift Station and Sizing Analysis.docx City of Pasco Addendum to the Comprehensive Sewer Plan West Broadmoor Lift Station Flow and Sizing Analysis Amendment No. 3 Exhibit A Scope of Work 12.3 Based on information provided by the City on proposed developments, population growth, and wastewater flow rate developed in the addendum to the CSP, estimate wastewater flow for the 10- and 20 -year and build -out projections. 12.4 Based on information provided by Pahlisch on its proposed development and the number of residential lots, and wastewater flow rate and load data developed in the addendum to the CSP, estimate wastewater flow for the Pahlisch build -out projection. 12.5 Lay out up to two (2) possible gravity collection system alignments and determine the depth of the lowest invert into the lift station necessary to serve the sub -basin. Adjust flows based upon collection system constraints. 12.6 Estimate the relative size and cost of the lift station and force main for Pahlisch alone and for the 10- and 20 -year and build -out projections of the West Broadmoor sub -basin. 12.7 Prepare a draft of the West Broadmoor Flow and Sizing Analyses technical memorandum. 12.8 Meet with the City and Pahlisch regarding calculated flow rates and lift station and force main sizing and cost projections. it is assumed that RH2 will attend this meeting virtually. 12.9 Make changes in the analysis, sizing, and cost based upon City input and finalize the West Broadmoor Flow and Sizing Analyses technical memorandum. The finalized memorandum will be included as an appendix in the addendum to the CSP. Assumptions: • Amendment No. 3 will be a no -cost change order based upon the current contract balances remaining and the expected level of effort of this Scope of Work. • The build -out scenario will be based on developable land use analysis and lot counts provided by the City. • The City -provided LiDAR information will be used to identify elevations within the properties and the upstream basin. • RH2 will rely upon the accuracy and completeness of any information, data, and materials generated or produced by the City or Pahlisch in relation to this Scope of Work. Provided by City/Pahlisch: • Proposed Pahlisch property grading plan with 1- or 2 -foot contours in CAD or GIS format. • Pahlisch will provide proposed lot layout and identify any non-residential uses within its property. • The City will provide the anticipated land use and density of both the area west of Pahlisch and the Adams property. RH2 Deliverables: • Attendance at meeting with the City and Pahlisch and meeting agenda and minutes. 11/23/2020 3:54:24 PM J:\Data\PSC\719-106\00 Contract\A-3\PSA_A-3_SOW_West Broadmoor Lift Station and Sizing Analysis.docx City of Pasco Addendum to the Comprehensive Sewer Plan West Broadmoor Lift Station Flow and Sizing Analysis Amendment No. 3 Exhibit A Scope of Work • Draft and final West Broadmoor Flow and Sizing Analyses technical memorandum for City review and comment. Schedule RH2 will provide the draft memorandum to the City for first review within five (5) weeks of execution of this amendment. The nature and extent of comments received from the City and Pahlisch are difficult to estimate, but it is assumed that the comments will be minimal in nature. The memorandum will be finalized within two (2) weeks of receiving final comments. 11/23/2020 3:54:24 PM l:\Data\PSC\719-106\00 Contract\A-3\PSA_A-3_SOW_West Broadmoor Lift Station and Sizing Analysis.docx EXHIBIT B Fee Estimate Amendment No. 3 City of Pasco Addendum to the Comprehensive Sewer Plan West Broadmoor Lift Station Flow and Sizing Analysis lu.. ,_,)n Description Total Total Labor Total Subconsultant Total Expense Total Cost 1,6001 $ Hours 12.1 -Compile the wastewater flow rate and peaking factors for anal sis 1 $ .... .........................................................................................._.....................,......,........... ................ ...... .................,...,,..........................._.................I.................. Llassification $ $ 33 $ 239 12.2 Identify areas in the sub -basin system for further stud Task 12 West Broadmoor Lift Station Flow and Sizing Analysis 61 $ 10,344 $ $ 1,6001 $ 11,944 12.1 -Compile the wastewater flow rate and peaking factors for anal sis 1 $ 206 $ $ 33 $ 239 12.2 Identify areas in the sub -basin system for further stud 2 $ 355 $ $ 64 $ 419 12.3 Estimate wastewater flow for the 10- and 20 -year and build -out projections I 3 $ 504 $ $ 95 $ 599 12.4 Estimate wastewater flow for the Pahlisch build -out projection 1 $ 149 $ $ 31 $ 180 12.5 Lay out up to two (2) possible gravity collection system alignments and adjust flows 20 $ 3,208 $ $ 603 $ 3,811 12.6 Estimate the relative size and cost of the lift station and force main 7 $1,252 $ $ 169 $ 1,421 12.7 Prepare a draft West Broadmoor Flow and Sizing Analyses memorandum 15 $ 2,432 $ $ 374 $ 2,806 12.8 Meet with the City and Pahlisch to review draft memorandum I 4 $ 900 $ $ 5o $ 950 12.9 IMake changes in the analysis, sizing, and cost based upon City input and finalize 8 $ 1,338 $ $ 181 $ 1,519 14h2-118.carp.rh2.com\PmjmhDaia\PSC1719-106100 ContractW-31PSA_A-3_FEE_W est Broadmoor Lilt Station and Sizing Analos.)d x 111241202D 1:57 PM