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NATURAL <br /> RESOURCE <br /> GROUP, <br /> INC. <br /> MEMO <br /> TO: <br /> Steve Rohlf <br /> COMPANY: <br /> City of Elk River <br /> FROM: <br /> Matthew Ledvina, P.E. <br /> DATE: <br /> August 10, 2004 <br /> RE: <br /> J&B Mining — Groundwater Monitoring Plan, Storm Water Pollution Prevention Plan and <br /> Environmental Spill Plan Review <br /> NOTES/COMMENTS: <br /> As requested, I have reviewed the above referenced documents for the J&B Mining Gravel Mine. <br /> The following comments are provided in support of Conditional Use Permit (CUP) development for <br /> the Site. <br /> Groundwater Monitoring Plan Groundwater elevations were measured in June and July 2004. The <br /> relatively large size (40+ acres) of the area to be mined warrants a more detailed assessment of the <br /> near surface deposits and determination of the groundwater flow direction. Hydrogeologic cross- <br /> sections should be developed to propose a conceptual groundwater flow model and the definition of <br /> groundwater flow pathways. The consistency of the groundwater level data should be assessed. <br /> The groundwater flow interpretation for the site should be assessed in relation to the regional <br /> hydrogeology. <br /> In the conclusion section of the Plan, it is stated: "The groundwater elevation data from MW-1, MW-2, <br /> MW-3 and the wells on the adjacent Schmidt Gravel property are similar. The Groundwater <br /> Monitoring Plan for the Schmidt Gravel Property identifies a southeast groundwater flow while the <br /> J&B Mining Plan identifies an east-northeast groundwater flow. These interpretations are somewhat <br /> in conflict and the conclusions should represent joint analysis of all groundwater level data for the two <br /> sites. <br /> The groundwater elevations reported for the monitoring wells are roughly 943 to 945 feet. The <br /> elevation of the drainage ditch bottom is 940 (or lower) near the east property line. This implies that <br /> the ditch is likely a local groundwater discharge point and groundwater flow at the site may not be in <br /> a uniform direction. The relationship between surface water ditch and groundwater at the site must <br /> • 0 0 0 0 <br /> MINNEAPOLIS HOUSTON DENVER PROVIDENCE ANCHORAGE <br /> 1000 IQS Center Suite 200 Tower One,Suite 580 Suite 2020 Key Bank Plaza,Suite <br /> 301 <br /> 80 South Eighth Street 520 Post Oak Boulevard 1515 Arapahoe Street One Financial Plaza 601 W.Fifth Avenue <br /> Minneapolis,MN 55402 Houston,TX 77027 Denver,CO 80202 Providence, RI 02903 Anchorage,AK 99501 <br /> 612.347.6789 832.203.1492 720.956.5300 401.278.4300 907.777.5300 <br />