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M K L E I N F E L D E R <br /> SJEHD comments: A description of the location of the site well as well as the type and <br /> construction of the well itself is required. <br /> Response: The location of the site well has been included on Plate 1 (attached). A permit <br /> was on file with SJCEHD for the construction of the domestic well (Permit No. 75-80W). <br /> The well excavation is reported to be 10 inches in diameter and approximately 150 feet in <br /> depth. The well is composed of a 6-inch diameter casing with a grout seal that extends to a <br /> depth of 50 feet. A copy of the permit is attached. <br /> 4.4 Description of constituents being tested for in the water sample. <br /> SJEHD comments: Water samples were not analyzed for General Minerals and Nitrates as <br /> NO3 as required by Land Use Condition C. <br /> Response: Additional water samples were obtained from the site well and analyzed for <br /> General Minerals, please see results (attached). Water samples in the above referenced <br /> report were analyzed for Nitrates as N. The following conversion factor may be used to <br /> convert Nitrates as N to Nitrates as NO3: <br /> (Nitrate as NO3) * 0.2258 =Nitrate as N <br /> Where: <br /> N= 6.6 mg/L (value obtained from above referenced report) <br /> Our calculation is as follows: <br /> Nitrate as NO3=(Nitrate as N)/0.2258 <br /> Nitrate as NO3= (6.6 mg/L)/0.2258 <br /> Nitrate as NO3=29.22 mg/L <br /> We appreciate the opportunity to provide our services for this project. We note that the <br /> Limitations section of our original report, referenced above, still applies. If you have questions <br /> regarding this letter or if we may be of further assistance,please contact our office. <br /> Respectfully submitted, <br /> ESS! <br /> EINI EVEIC. Reviewed by: -A <br /> F <br /> _ .2283 x z <br /> P.6-05 <br /> D ' 'c J. Arredondo oT HN�oP�\P <br /> Staff Engineer eo c cal Dep <br /> F C A� <br /> DJA:lr <br /> Attachment <br /> 37210.G01/ST04R359 March 10,2004 <br /> ©2004 KIcinfelder,Inc. Page 2 of 2 <br />