Laserfiche WebLink
consut'n9 encj'neers ct'ver$if'ed 'nc, <br /> p.o. boxj. osseo, minnesota 55369 ~ (612) 425-2181 <br /> <br />civil <br />municipal <br />planning <br />environmenlal <br />land surveying <br />geotechnics <br /> <br />February 1, 1979 <br /> <br />Mr. Kenneth Peterson, Chairman <br />Ramsey Planning and Zoning Con~ission <br />15153 Nowthen Boulevard N.W. <br />Anoka, Minnesota 55303 <br /> <br />Re: Gateway North Industrial Park' Plat Two <br /> Preliminary Plat <br /> <br />Dear Mr. Peterson: <br /> <br />We have reviewed the above referenced preliminary plat, grading plan, and soi <br />borings and offer the following comments' <br /> <br />1. The preliminary plat is.identical to the sketch plan. Therefore, all <br /> the comments in our September 22, 1978 report on the sketch plan are <br /> valid. <br />2. The preliminary plat indicates a building setback line of 30 feet. <br /> The City Code requires a setback of 40 feet. <br />3. The preliminary plat did not include the boundary lines and land <br /> owners names within 100 feet, the location, width, and surface <br /> type of existing streets, and the source of water supply and sewage <br /> disposal as required by the City Code. <br />4. In r'eview of drainage it appears that it wilt be directed to the <br /> area northeast of the proposed plat by means of ditches and culverts. <br /> As previously indicated, the ponding area must be publicly owned <br /> property. <br />5. In review of the drainage calculations it appears that runoff from a <br /> five year storm will overtop the streets and flood several of the <br /> lots. In addition to flooding the proposed lots, there is also a <br /> possibility of flooding the existing lots and-buildings. Therefore,: <br /> we would recon~end that elevations of existing lots and buildings be ' <br /> provided and culverts be increased in size and/or ponding within the <br /> plat be provided to eliminate flooding of existing and future struct- <br /> ures. We have discussed this matter with the developer's engineer <br /> and he is in the process of solving the drainage problems. <br />6. In review of the soil borings the water'table is located at an eleva- <br /> tion of approximately. 853 and would not affect on site sewage disposal <br /> <br />keith caswell jr. :., darrell schneider ~; richard sha <br /> <br /> <br />