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A spill of petroleum products was reported on the property on November 21. 1990. According <br />to the MPCA project manager, Mr. Hannon, the amount was small because there was no <br />additional information in the MPCA file about the size of the release or if additional work was <br />requested. <br />b. Indicate the number, location, size and use of any above or below ground tanks to be used <br />for storage of petroleum products or other materials (except water). <br />The maintenance facility will have a properly designed and constructed refueling area for golf <br />course equipment. The fuel storage tanks will be above ground, concrete-encased tanks. <br />22. Traffic Parking spaces added not known at this time Existing spaces (if project involves <br />expansion) 180 Estimated total Average Daily Traffic (ADT) generated all figures include <br />future projections for the development of aolf course land uses. The Soring Hill Golf Course <br />is projected to generate approximately 250 trios oerdav and 50 trios during the o m. peak hour <br />during the aolfina season. Estimated maximum peak hour traffic generated (if known) and its <br />timing: 50 . 4:30 - 5:30 om . For each affected road indicate ADT and the directional <br />distribution of traffic with and without the project. Provide an estimate of the impact on traffic <br />congestion on the affected roads and describe any traffic improvements which will be <br />necessary. <br />The proposed project is expected to have very minor traffic impacts to the surrounding <br />roadway system in terms of the need for capacity upgrades. However, the additional traffic <br />generated by the development may result in the need for repair or structural rehabilitation of <br />existing local roadways, or the need for safety-related improvements such as left turn lanes <br />or left turn bypass lanes. The traffic impacts were assessed by determining the project trip <br />generation, distribution, and assigning project traffic to the surrounding roadway system. <br />Traffic generation projections are based on golf club membership and anticipated staffing <br />levels. It is important to note that traffic will not be generated for approximately 6 <br />months per year because the golf course will be closed. The existing roadway system <br />and each step of the traffic analysis is described and discussed below. <br />Existing Roadway System <br />The existing roadways in the vicinity of the project are described below. <br />Spring Hill Road <br />Spring Hill Road is currently a two lane rural paved street with no turn lanes. It loops from <br />County Road 6 through a small neighborhood with a 30 mph speed limit and returns to <br />County Road 6. Spring Hill Road is part of the City of Orono's street system. <br />Hennepin County Road 6 <br />County Road 6 is a 50 mph two lane roadway with right turn lanes. The western terminus of <br />County Road 6 is located 3.5 miles west at TH 12. It continues east through Plymouth. East <br />Long Lake Road has an interchange with TH12 and combined with Spring Hill Road provides <br />a cutoff between County Road 6 and TH 12.