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runoff may affect a lake consult "EAW Guidelines" about whether a nutrient <br />budget analysis is needed.) <br />Runoff from the proposed development currently drains to the north side of the I -35W <br />drainage ditch. A culvert under I -35W starts at the southeastern corner of the site and <br />carries storm water runoff south to a shallow creek and ultimately discharges to George <br />Watch Lake. <br />After the site is redeveloped, storm water will be routed through on -site storm water <br />ponds designed to meet NURP (Nationwide Urban Runoff Program), city of Lino Lakes, <br />and Rice Creek Watershed District criteria. Storm water rate control and treatment will <br />occur prior to any water being discharged into the George Watch Lake. <br />PTG has Contacted MPCA, Kevin Kain 651 296 -7432 to determine if nutrient budget <br />analysis is required. Pending. <br />19. Water Quality Waste Waters: <br />a. Describe sources, quantities, and composition (except for normal domestic <br />sewage) of all sanitary and industrial waste water produced or treated at the site. <br />Only normal domestic sewage will be generated by the retail activity. <br />b. Describe any waste treatment methods to be used and give estimates of <br />composition after treatment, or if the project involves on -site sewage systems, <br />discuss the suitability of the site conditions for such systems. Identify receiving <br />waters (including ground water) and estimate the impact of the discharge on the <br />quality of the receiving waters. (If the runoff may affect a lake consult "EAW <br />Guidelines" about whether a nutrient budget analysis is needed.) <br />Not applicable. <br />c. If wastes will be discharged into a sewer system or pretreatment system, identify <br />the system and discuss the ability of the system to accept the volume and <br />composition of the wastes. Identify and improvements which will be necessary. <br />It has been determined that sanitary sewer flow generated by the development will not <br />exceed available capacity of the City of Lino Lakes sanitary sewer system. City to verify <br />20. Ground Water - Potential for Contamination: <br />a. Approximate depth (in feet) to ground water: <br />minimum average <br />2 feet 15 -20 feet <br />PARSONS <br />TRANSPORTATION GROUP <br />Barton - Rachman • De Lam, Cattier, • Steinman <br />Page 12 <br />Town Center Development <br />Draft -Draft EAW....February 1, 2001 <br />