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To: Planning Commission Chairman Kelley <br />Orono Planning Commission Members <br />City Administrator Bernhardson <br />From: Jeanne A. Mabusth, Building & Zoning Administrator <br />Date: July 14, 1988 <br />Subject: #1305 Washington Scientific, Inc. 2605 West Wayzata Boulevard <br />- Conditional. Use Permit - Public Hearing <br />Zoning District - Industrial Zone <br />Pertinent Ordinances - <br />Section 10.03, Subdivision 19 Applicant seeks <br />place 10,000 cubic yards of fill to the west <br />property. Preliminary soil testing showed that <br />proposed addition recently approved by the City <br />used as replacement soils. The Council granted <br />to stock pile the excess soils until resolve of <br />Permit application. <br />List of Exhibits <br />Exhibit A - Application <br />Exhibit B - Property Owners List <br />Exhibit C - Plat Map <br />Exhibit D - MCWD Permit Application <br />Exhibit E - MCWD Letter 6/27/88 <br />Exhibit F - Pallansch Letter 7/1/88 <br />Exhibit G - Cook Letter 7/12/88 <br />Exhibit H - Municipal Wetlands Map <br />Exhibit I - Watershed Map <br />Exhibi.: J - Grading Plan for Site <br />Exhibit K - Site Plan <br />a Conditional Use Permit to <br />and southern parts of the <br />the underlying soils of the <br />were poor and could not be <br />permission to the applicant <br />the formal Conditional Use <br />Review of Application - <br />On January 12, 1988 WSI had a formal ground breaking ceremony for the 175' <br />by 187' addition already approved by the City. As applicant advised in <br />that review, they sought permission to stock pile approximately 10,000 <br />cubic yards of fill to be excavated from the sub area of the proposed <br />addition. The approximate area of the stock piling per the submitted <br />grading plan, Exhibit J covers approximately 100' by 600' along the west <br />border of the property. As Mr. Vogt, the architect for the applicants <br />noted the area to receive the fill slopes abruptly from the west property <br />line. The abrupt bank will be made into a more gentle slope and would <br />improve the drainage in the rear portion of the site which applicant claims <br />is now poorly drained. An inspection at this time of year, given the very <br />dry season, nothing apreirs i�)orly drained at this point. The more <br />grAduated slopes will indeed slow up drainage during heavy run-off. As <br />Glenn Cook asked in the earlier review of the grading plans, the berming <br />has been shown to the east of the stock pile and continues along the south <br />border to the drainage outlet at the southeast corner. Note the drainage <br />from WS' drains down to the railroad track eastward to the outlet at the <br />lake, review Exhibit I. <br />