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Initial well redevelopment by swabbing and airlifting Is an <br />extremely Important component of the well redevelopment <br />process. G50SCIENCE anticipates that at least 60 hours <br />of redevelopment by swabbing and airlifting will be <br />necessary to properly remove and neutralize the chemicals <br />Introduced in Task 63, and to redevelop tite filter pack <br />and near well zone. GEOSCIENCE will provide part-time <br />Inspection during the airlift development process and <br />will closely monitor discharge water turbidity and sand <br />content to track the development progress of the well. <br />GEOSCIENCE will carefully follow sand concentrations <br />within the discharge throughout the process and will <br />provide direction to the Contractor should particular areas <br />of the screen require additional work to reduce the sand to <br />a mtnImum, <br />a. Final Redevelopment by Pumping and Surging <br />Final redevelopment by pumping and surging is a <br />particularly Important part of the redevelopment process <br />and requires close monitoring of water level and discharge <br />date as well as sand content. GEOSCIENCE will monitor <br />final development on a part-time basis. Tests for sand <br />content and specific capacity will be performed frequently <br />to pleasure the advancement of the development process <br />and to ensure that, the well is fully developed before <br />beginning the aquiferpumpingt%ts, GEOSCIENCE <br />anticipates that a minimum of 40 hours will be necessary <br />forthorough redevelopment, <br />f. Step Drewdown and Constant Rate pumping Tests <br />Once final redevelopment is datennined to be complete, <br />pumping tests will be performed on the well to determine <br />any changes to well and aquifer characteristics and to <br />document sand readings over time from start of pumping. <br />Recovery measurements should be collected for a <br />minimum of four(4) hours following the constant rate <br />pu nping test, The recommended aquifer pumping tests <br />are as fctlows; <br />* Step Drawdown Pumping Tests -to determine <br />specific capacity and well sffiolency relationships. <br />Typically three to four rates are selected for pumping, <br />beginning at the lowest rate and working up to the <br />highest. <br />Constant Rate Pumping Test & Recovery Test -time <br />drawdown and recovery measurements will be <br />made to determine aquiferparameters such as <br />transmisslvity and storativity, it is recommended that <br />the constant rate test be Conducted for 24 hours with <br />4 hours of recovery measurements. <br />GEOSCIENCE will provide fulidirne Inspection during the <br />step drawdown test and part-time inspection during the <br />244hour oonstant rate and recovery test. <br />g. Post -Redevelopment gownhoie Video Survey and Well <br />Disinfection <br />It Is recommended that a dual -scan downhole video survey <br />be:eonducted within the well following redevelopment and <br />testing to serve as a record of the post•radevdopment <br />condition of the well casing and screen. GEOSCIENCE will <br />provide full-time inspection duringthe video survey. <br />The well should be disinfected as soon as redevelopment <br />and aquifer pumping teats have been performed. A strong <br />chlorine solution should be added to the well following <br />removal of the lost dump to obtain a required minimum <br />concentration of 200 milligrams perliter (mg1L) free <br />chlorine concentration. GEOSCIENCE will provide full-time <br />inspection of well disinfection to ensure that the proper <br />concentrations of chlorine are used and that the chlorine <br />is properly injected and dispersed within the well. <br />6, prepare sumenavy letter report <br />At the conclusion of rehabilitation activities, GEOSCIENCE <br />will prepare a letter report in iOQ% FINAL format that <br />summarize, the details of the redevelopment and testing <br />process. The report will, at a minimum, include the <br />following: <br />Pre�redevaiupment well condition, <br />Chronology of activitlas, <br />Description of methods used during well <br />redevelopment, <br />< Well redevelopment results and post -redevelopment <br />well condition, <br />Analysis and results of aquifer pumping tests, and <br />• Other pertinent data, analytical results, <br />recommendations and conclusions. <br />Water and Sewer Pipeline Design <br />TASK J. - PROJECT ADMINISTRATION <br />Prior to the start of the project, we will have a kickoff <br />meeting with City Staff and the project team to review the <br />project objectives, schedule, the scope and approach. <br />At this meeting, we will establish a point of contact for <br />the project and request ail oveliable, information related <br />to the project. In addition, the NV6 Project Manager will <br />coordinate all aspects of the project and manage the <br />schedule and costs to ensure the project's completion to <br />the satisfaction of the City <br />TASK 2 - RESEARCH EXISTING CONDITIONS <br />c:9 <br />