07-18-1988 Planning Packet - Laserfiche WebLink

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f«4mm V • l»# - J 1 ik4- ftef Otttfti FlAfinlng rnani«iNlnn rftAfriRAn fTelley Orono Planning CoMission Iteabars City Adninistrator EernliardaonJaanna A. Habyath« Building ft Zoning Adainiatrater July 14 r 1988 #1305 Naahington Scientific, Inc. 2605 flaat Wayfata toulayajrd * Conditional Uae Paimit • Public Raariiig Bdaittg District * Industrial Zona Partiaant Ordi: Section 10.03, Subdiyision 19 Applicant aaaks a Conditional Una Parait to placa 10,000 cubic yards of fill to tha vast and aoutharn parts of the property. Praliainary soil tasting ahotfsd that tha underlying soils of tha proposed addition recently approved by tha City were poor and could not be used as raplacmant soils. The Council granted paraission to tha applicant to stock pile the excess soils until resolve of tha foraal Conditional Use Permit application. Mst of Sshibits Exhibit A - Exhibit B > Exhibit C “ Exhibit 0 “ Exhibit E - Exhibit P - Exhibit G - Exhibit H > Exhibit Z Exhibit J > Exhibit K “ Application Property Owners list Plat Map MCND Permit Application MCWD Latter 6/27/88 Pallansch Latter 7/1/88 Cook Letter 7/12/88 Municipal Wetlands Map watershed Map Grading Plan for Site Site Plan Bewiaw of Application - On January 12, 1988 WSI had a formal ground breaking cereaony for the 175* by 187* addition already approved by the City. As applicant advised in review, they sought permission to stock pile approximately 10,000 cubic yards of fill to be excavated from the sub area of the proposed addition. The approximate area of the stock piling per the submitted grading plan. Exhibit J covers approximately 100* by 600* along the west border of the property. As Mr. Vogt, the architect for the applicants noted the area to receive the fill slopes abruptly from the west property line. The abrupt bank will be made into a more gentle slope and would improve the drainage in the rear portion of the site which applicant claims is now poorly drained. An inspection at this time of year, given the very dry season, nothing appears poorly drained at this point. The more graduated slopes will indeed slow up drainage during heavy run-off. As Glenn Cook asked in the earlier review of the grading plans, the berming has been shown to the east of the stock pile and continues along the south border to the drainage outlet at the southeast corner. Note the drainage from WSI drains down to the railroad track eastward to the outlet at the lake, review Exhibit I. 4 mI- • ■Mm . • I *» r* mm J