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JUN -11 -1999 11:01 Planning Commission 06/11/99 Page 2 Surface Water Runoff' 551 292 0083 P.02iO3 The developer Appears to be meeting the City and Watershed District rules for ponding and runoff. A thorough review of each property will be made as the Business Park develops. Sanitary Sewer The sanitary sewer plan appears to be adequate. Utility easements will be required over all pipes outside of the street right -of -way. Final routes will be determined as development occurs_ Capacity in the W_O.N.E. interceptor retrains an issue. The developer may need to limit the size and type of business uses until our allocation is increased. Watermain In our May 1995 Feasibility Report for this area, we recommended that a 1,000 gpm well, and a 340,000 gallon concrete ground storage reservoir with 2,500 gallon per minute pumps be constructed to meet fare suppression demand. This development is temporarily connected to the City of Oakdale water system. The City of Lake Elmo needs to make plans at this time for its own water system for this area. I recommend that we discuss with the developer the possibility of acquiring some property within this development for these facilities. The size requirements for these facilities are fairly small. The location for the well and tank are flexible. The city would need to drill a test well before acquiring a well site. We estimated the cost of a well and tank at $855,000.00 in 1995. The watermains will need to be twelve -inch to meet fire suppression needs. Eire loops around each building are also generally necessary. Traffic. Management It is anticipated that with growth in both lake Elmo and Oakdale, traffic signals and intersection improvements will be needed at the intersection of Hudson Road and Inwood Avenue. 'These improvements will cost the City of Lake Elmo between $50,000.000 and $75,0000.00, based on typical cost splits.