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._ �✓,"u� fix:..:-"' 4 � _ "ar., i?a*" v�- �,r�+ �"�. ^sem{`� c;: : .'�.:_"".,^ x <br /> - <br /> �°'� •� r' _ qZ� �:� � � �� A.-rt,. '� � . "� �'w,��s� * F tan' `+:�� � �°'i�:�e <br /> M <br /> 1 <br /> n RECEIVE,?,) <br /> JUL 19 !^91 <br /> lV tr'I j;J iVTJ <br /> %i EA E_Z�-I <br /> Mr. R.0 Zielinski toERi t ES <br /> 02320 0075 <br /> MWA.MW-4 and MW-5 were used as vapor extraction wells during the lest. The:3e Yells woro Installed to <br /> depths ranging between 45 and 50 feet BGS. Each well was constructed with 2^0 feat of 4-Inch-diameter, <br /> 0.020-Inch slotted well-rcreen, which extends t€.rough the subsurface clay; and Into the lower slits and <br /> sands. The water table beneath the site has decreased approximately a feet s!^ce the Installation of the � <br /> wells thus leaving between 10 to i2 feet of open screen that allowed for soil venting, Eight to tan feet of <br /> the open screen Is confined within the upper clayey Solis,leaving ketween 2 to 4 feet of open screen within <br /> the lower slits and sands above the water table. Vapor extractior,ilnes laid horizontally beneath the existing <br /> Food Me.t building during remodeling of the station(referred to as VP),were also tested. MW-2.MW-3 and <br /> MW-9,In addition to the extraction wells,were used as vacuum monitoring points to aid In determining a <br /> radius of Influence from the applied vacuum F-the extraction wells. <br /> SOIL VAPOR EXTRACTION TEST RESULTS <br /> The results of vacuum measurements taken during the soil vent plat test are recorded In Table 3 <br /> (Attachment B). All the monitoring wells used as extraction :jells consistently required high vacuum <br /> pressures(60 to 70 Inches of water). MW-1 and MW-5 recorded the greatest influence on surrounding wells; <br /> MW-4 had limited Influence. Vapor extraction fror;.the VP lines underneath the Food Mart building did not <br /> record any influence on any of the surrounding wells;it most likely drew vapors through tho planter box area <br /> In front of the boding. <br /> The radius of influence was graphically determined for each measured condition from a log-normal plot o" <br /> drawdown versus distance (Attachment D). The radius of Influence was defined as the distance at whi,h <br /> measured vacuum would be 0.1 Inch of water. The radlus of Influeace ranged between 42 to til feet at slow <br /> rates ranging from 10 to&I cfm. The average radius of influence was 50 feet. The results are summarized <br /> in Table 4(Attachmet it B). r acause the vapor extraction points are cross-screened through the upper clay <br /> and lower silts and sands,vapors may have been preferentially drawn from the capillary fringe in the lower <br /> viands. Therefore the determined radlus of influence may not be representative of the conditions In the <br /> Lippe:clay zone. <br /> The vapor extraction wells and vacuum monitoring wells are spaced 30 to 1CG:ram one another. Based <br /> on the results, Including a fa-l-,.,of safety of 2,a Row rate of 20 cfm rill!produce a radius of Influence of <br /> 25 feet in extraction wells w'iiuh are screened In the lower sands. <br /> The hydrocarbon con;.entrations In vapor collected on May 21,1991 from MW-5 and MW-4 are 150,000 and <br /> 71,000 pg/l,respeoWely. Copies of the complete laboratory reports and chain-of-custody manifests ara In <br /> Attachment E. <br /> Please contact Groundwater Technology's West Sacramento office if you have questirms or c <br /> regarding this quarterly report. �p <br /> C, �4y1 a i <br /> Sincerely, / <br /> L6,6 v, <br /> h GROUNDWATER TECHNOLOGY, INC. 0" r No.4422 <br /> MARTINJ.bSTt NDORI= UU JOHN E. BOWER E. K. 5th tf td�FU�l� <br /> Senior Project Geologist Environmantal Geologist Callfarnia Re <br /> Project Manager Geologist, No.4422 <br /> MJO/JEB/EKS:rc <br /> Attachments <br /> a:GROUNDWATER <br /> TEc"NOLUCy,INc. . <br />