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Initial well redevelopment by swabbing and airlifting.1s an <br />extremely important component of the well redevelopment <br />pr000ss, GEOSCIENCE anticipates that at least 6Q hours <br />of redovajopment by swabbing and airlifting will be <br />necessaryto plro'perly remove and neutralize the chemicals <br />introduced in Task 6,$, and to redevelop the filter pack <br />and near well zone, GEOSCIENCE will provide part-time <br />inspection during the airlift development process and <br />will elcacly,monitor discharge water turbidity and sand <br />content to track the 0ovalopment progress of the well. <br />GEOSCIENCII will carefully follow sand concentrations <br />within the discharge throughout the process and will <br />provide direction to "the Colitractor should particular areas <br />of the soreen require additional work to reduce the sand'to <br />a minimum„ <br />a. Final Redevelopment by Pumping and Surging <br />Final redevelopment bypumping and surging is a <br />particularly important part of the redevelopment process <br />and requires close monitoring of water level and discharge <br />data as well as sand content. GEOSCIENCE will monitor <br />final development on a part-time basis. Tests for sand <br />content and speoific Capeelty will be performed frequently <br />to mossure:the advancement of the development process <br />and to ensure that the well is fully developed before <br />beginning the aquifer pumping tests. GEOSCIENCE <br />anticipates that a mininurn of 40 hours will be necessary <br />for thorough redevelopment. <br />f, Step Drawdown and Constant Rate Pumping Tests <br />Once final redevelopment Is determined to be complete, <br />pumping tests will be performed on the well to determine <br />any changas 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 followingthe constant rate <br />pumping test. The recommended aquifer pumping tests <br />are as follows; <br />• Step Drawdown Pumping Tests - to determine <br />specific capacity and well efficlenoy 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 aquifer parameters 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 full-time impaction during the <br />stop drawdown test and part-time inspection during the <br />24•hour constant rate end recovery test. <br />g, Post -Redevelopment Downhole Video Survey and Well <br />Disinfection <br />it is recommended that a dual -scan downhole vldao survey <br />be conducted within the well following redevelopment and <br />testing to serve as a record of the post -redevelopment <br />condition of the well Casing and screen. GEOSCMNQE will <br />provide fuligime inspection duringthevideo survey, <br />The well should be disinfected as soon as redevelopment <br />and aquifer pumping tests have been performed. Astrdrig <br />chlorine solution should be added to.the well following <br />removal of the test pumpto obtain a requiredminimuim <br />concentration of 200 inilllgrah s per 11tor.(mgTL) free <br />chlorine oonpentration. GEOSCIENCEwill provide full-time <br />inspection of well disinfection to ensure thatthe proper <br />concentrations of chlorinsere used and that the chlorine <br />Is properly injected and dispersed within the wail. <br />5, prepare rummary:letter report <br />Atthe conelusion:ef rahabilitation;activities, GECSCIENCE. <br />will prepare a letter report in 1A0% FINAL format that <br />summarizes the details of the redevelopment and testing <br />process, The report will, at a minimum, include the <br />following: <br />• Pre -redevelopment well condition, <br />• Chronology of activities, <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 pumpingtasts, and <br />• Other pertinent data, analytical results, <br />recommendations and conclusions. <br />Water and Sewer Pipeline Design <br />TASK 1 - PROJECT ADMINISTRATION <br />Prior to the start of the project, we will have a kick-off <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 requestallavailable Information related <br />to the project. In addition, the NV5 Project Manager will <br />coordinate ell 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 />