Laserfiche WebLink
<br />City Engineer Jankowski indicated staff has prepared a cursory review of the area surrounding <br />the greenhouse property utilizing the two foot contour topographic maps prepared in 2003. The <br />greenhouse property is approximately 37.5 acres in size. The general direction of surface flow is <br />from west to east and north to south. The northern limit of the drainage area is the centerline of <br />CR 63 since there are no culverts crossing the highway. The north side of the road drains to <br />County Ditch 14, a tributary of Ford Brook. A sub drainage divide occurs approximate 200 feet <br />west of the west property line of the greenhouse. An area of approximately 5 acres drains from <br />this area onto the green house property. Similarly, an area of roughly this size or larger drains <br />from the east side of the greenhouse property onto the neighboring property to the east. The only <br />remaining area which drains onto the greenhouse is CR 63 and its southern ditch line. The <br />impervious area'ofthe greenhouse property has been calculated to be 24 acres. In comparison the <br />maximum amount of impervious area coming off the county road is less than one acre. <br /> <br />City Engineer Jankowski advised one permanent solution to the drainage issue described above <br />would be the installation of the drainage plan prepared by MFRA Inc. This plan was prepared to <br />reduce the storm water charges through the installation of ponding along the south edge of the. <br />property. Alternative solutions are also possible and may be as simple as ditching and culvert <br />redirecting water from the low point along the county road to a point where gravity allows the <br />water to flow by gravity toward Trott Brook, a distance of several hundred feet based upon the <br />experience of the Public Works Department through its remedial pumping. Mr. Jankowski <br />advised it is the recommendation of staff that the permanent solution to the drainage problem <br />experienced by the greenhouse should be to implement the drainage plan proposed in the MFRA <br />report. The impact of runoff from the county highway does not appear to be a significant factor <br />in the ponding problem experienced by the greenhouse. The elevation of the county road is <br />virtually the same elevation 400 feet to the east and the runoff from the highway is contained in <br />the county ditch at this location which is adjacent to all open field. Mr. Jankowski indicated the <br />Committee may wish to consider to continue to assist the greenhouse in emergency situations as <br />it has in the past and to provide technical advice if needed. <br /> <br />The Committee, staff and Mr. Rowe discussed the layout of the Green Valley Greenhouse site, <br />drainage on the site, the amount of impervious surface, City resources that have been extended to <br />assist in pumping water from the site, and the stormwater utility fee paid by Green Valley <br />Greenhouse, <br /> <br />Councilmember Dehen inquired about the cost to complete the plan prepared by MFRA Inc. <br /> <br />Public Works Director Olson indicated these costs have not been provided to staff at this time. <br />This information is being presented to the Committee as a first start to determine the interest in <br />assisting with this situation. There has been a lot of discussion about whether there would be a <br />reduction or an increase in the stormwater utility fee for this particular business, which has not <br />been resolved yet. There was not much of a storm drainage system in place here. Mr. Olson <br />pointed out that the purpose of the stormwater utility is to protect drainage issues like this. He <br />indicated staff is interested in the City trying to provide some assistance in this matter <br />commensurate to what portion of the problem is created by the City. <br /> <br />Public Works Committee / April 17, 2007 <br />Page 11 of 18 <br />