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r <br /> Additional Monitoring Wells <br /> At least two or more monitoring wells are proposed to locate <br /> the perimeter of the plume in addition to the one in Weber Street <br /> which will be identified as MW 7. See Plate No. 4. <br /> Mw 7 would be drilled 30 to 50 feet east of the spill site <br /> to determine the direction and distance traveled by the plume. <br /> More than one drill hole may be required to accomplish this. if <br /> no contamination is found 30 to 50 feet east, no additional <br /> boring would be planned in this area. <br /> MW 8 would be drilled southwest of the spili area to confirm <br /> if ground water slopes toward California Canners s Growers and to <br /> locate edge of plume in the westerly direction. <br /> The City of Stockton has .indicated it will not permit any <br /> discharge to the sewer due to lack of trunk line and treatment <br /> plant capacity. The proposed discharge will be to surface storm <br /> - drain. This will require a surface discharge permit. <br /> City DrainaSe System <br /> The east area of Stockton and the Teichert site drain to <br /> McLeod Lake and to the Stockton Deep Water Channel. See Plate <br /> No. 7. <br /> The Teichert site drains to a drain inlet at `he <br /> intersection of Weber Street and 'D' Street which is within. 100 <br /> feet of the contaminated zone. An 18" pipeline flows north <br /> through Teichert and the extension of "D" to Fremont Street. At <br /> Fremont Street it connects to a 48" pipeline which changes to a <br /> 54' pipeline at Wilson Way and .finally connects to a 72" pipeline <br /> ' draining to ,McLeod Lake. <br /> The drainage area upstream of Teichert's site at Weber and <br /> "D" Streets is approximately 50t acres and consists generally of <br /> housing with some light. industrial. A typical runoff for this <br /> area for storm drain design would be 10 cu. ft./sec. During the <br /> summer months the only runoff available would pe from lawn <br /> irrigation, washing driveways, etc. A typical summer flow may be <br /> between. 0.1 & 0,5 cu.ft./sec. or 45 to 225 gal./min. <br /> Assuming the stripping tower discharge rate at 15 gal./min. <br /> maximum, the dilution rate would be ?:1 minimum and 15:1 maximum <br /> in the summer. The dilution rate in winter would be much <br /> greater. <br />