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Last modified
5/12/2021 4:01:57 PM
Creation date
7/20/2018 12:19:18 PM
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Contracts
Company Name
KIMLEY-HORN
Contract #
A-2018-160-01
Agency
PUBLIC WORKS
Council Approval Date
6/19/2018
Expiration Date
6/18/2021
Insurance Exp Date
4/1/2022
Destruction Year
2026
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Water Improvement Design and Coordination, Our utility design team along with bur suboonsultant,.Hazen and <br />Sawyer nave.suDoessfully cdmpieted water infrastructure. projects for various agencies In Southern California, These <br />projects consist of water main replacement, reallgnmant, upsizing and capoolty increase, master planning, existing <br />system evaluation and malntenanciewd; operetionai support,Alihough each project Is unique, the majority of challenging <br />utility projects we face are in developed areas where axlsting utility facilities are located within the proposed project area <br />and any Improvement will generally offset or be affected by the location of th azlsflng ufiiiSy facility, tSimteyHorn believes <br />In drawing all utility lines and features true to size In our plans to all in Identifying conflipts early in the .design phase. We <br />will also pothole potential conflict locations when budgets allow, which gives a better understanding of the locations of <br />the existing lines, and provide extensive coordination' With the various utility Companies, We also use 3=D modeling of <br />utilities to: Identify potential conflicts In early stages of,design, This method has helped us to avoid discrepancies between <br />construction documents.and actual field conditions that resulted in cost effective and timely manner oxecution of projects. <br />Sanitary Sewer Design. Sewers will be designed based on .Orange County Sanitation District and City of Santa Ana's <br />requirements, All design criteria will be reviewed versus the previous requirements including sewer pipe sjztng, Modeling <br />and onslysis, sewer Iine.alignment and depth, minimum slopes, pipe materials, bedding and trenoh design, and.requlred <br />manholes, kimjey-Homwill provide modeling based on assembled Information based on the existing system and <br />incorporating proposed.00nifillons If requested by the City. Results of the modeling and recommendations by KlinleyHorn <br />for project solutions will then be submitted to the City for reviewand approval. <br />Well Rehabilitation Design, A combination of three factors can cause water production decline, The first is a regional <br />decline in water elevations that shift the "static" water level downward. The second is a deoline in water levels In the <br />local aquifer caused by continuous pumping, The third Is a decline In speotflo capacitg:caused by plugged filter pack <br />or well screen. The reglonal decline to water levels is not controllable and groundwater levels will recover through <br />natural recharge. The reduction in specific, capacity requires corrective action in the form of root cause evaluation, well <br />redevelopment, and possibly modification to pump location and flow rate. <br />The decline In specific capacity could be a rest It of a reduction of permeability near the well screen. This type of <br />permeability reduction is often the result of biological fouling, cementation, or the Intrusion of fine-grained aquifer sand <br />Into the gravel pack surrounding the well casing. Weil videos could confirm thla-Migration of fine-grained aquifersand <br />could be a root cause of the rapid decline in specific capacity. The result of this is that water velocity during pumping Is <br />much higher in those sections of screen that produce the most water, During pumping, small sand particles mobilize. and <br />migrate through the well filter pack and wedge Into the pore space, reducing permeability in the finer pack. <br />Mitigation of this Issue would include careful well development to remove the sand and resettle the flitter pack and <br />modification of pumping operations to reduce sharp changes in water velocity that mobilize fine-grained aquifer sand. <br />Prior to redevelopment it ls.recommanded to review of the factors that can cause this reduction In specific capacity.. <br />The review would include assessment of biological and cementation plugging and review the original, well construction <br />documents including the sieve analysis performed to size the filter pack and the daily construction (if available), As part of <br />developing a mitigation approach, spinner logs may be recommended to verify production zones. <br />Environmental Studies, Our environmental services team provides complete natural resource regulatory compliance <br />services for public works projects. Our environmental professionals have provided services for a wide variety of projects, <br />Including roadway, transit, transportation planning, green streets, complete streets, land development, storm drain, <br />and water resources. They are welt versed In all aspects of the development process from phase I Environmental <br />Site Assessments to California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) <br />Klmley>Morn <br />7ri0C7702B. f71 City of annin Ann <br />
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