01-16-1996 Planning Packet - Laserfiche WebLink

Home Browse Search

j -03-1 90S I ; 2£?*1 ■ FP.CM DC^-£■STPCC -SSCC 612 616 1311 1/1 Bonestroo m JM Rosene I5B Anderlik & ^ 1 Associates Engineers & Architects January 5. 1993 Ms. Jeanne A. Mabusth, Building and Zoning Administrator City of Orono Post Office Box 66 Crvstal Bav. Minnesota 55323 Re: Orono Ice Arena FUe No. 139-2103 Anetfi« *"« Anoc«€T -c. 't Af flrmwv* Aolor, CM Opporturwtv _ _ . ________ « I . m • BaA if ^------ 0 e Ctto a Soneicroo. too^ w. jOYCon C. ill. ^ S. M|ifvtf« W Sorv»i«. P t Vten«r« t. Turf*9^. ^ 5 A. Cooit. f J c. Nvrvt. p 1. to8«n <L tucan M. CPA* • Senioe CofifuKM A Sjr«ford. P I Ke^thA tO0«rt It P^tfftr*#. PX tienara W Poittf. PI 0«^d O. LOfPOf^ PX Cooen C Puuei- ala j0rryA»aurooAPt M«A( A Hinson. PX MicniK T iiiitmifwv P X T#« It P»t*A P.X Tho"«if X AnoeHon. A IA. A sick ScrwfMOi. P.t Jimts X PosefWPV. P f. Orovc. PS PoniHO c furgirot. P 1 P^«lp X CatwcO. P S Micnift C LyncA P X inin C Gi9*. P X j»r«i X Mumo. P X X TaOd Fotrcr PX j0ffy 0> Piviucn. PX Kiiei X YlPA P X Scott J. Argmox p X OouflOi X Bmoit. P X Konntm P Aivfcrian. PX thauwn O OuRifaani PX Mark X Seif t. P X Mere A. Saip. PX 0iry W. Slontn. PX Paul j. gaewon. A f A. Oanial X Cdgcften. PX Tnomas A fyfko, PX preOerU j Ste^iOO^ P • iti*iaa« Martiae#. P f Micnaai P Sm«. P S Tbomaf W Pacarion. PX MarkO. Wam&.Pf MIfat X Jan«#f% P X t PHilUo Craval. P X Karen L Wteinen. P X airyO Kr.ctonci. f X CecMo ONvtef. PX Kant 1 wanner. PX Paul & Miuae. PX j^P ConOar. PX Dan O. toyum. PX Jeff rey X SMer infer. P X lofcpn X Snem. P C. Lee :a Uann. P S CharteiA Prtcluon Lao M Pav^aHky MiHjnM Often Agnes M. Seig James P Engemaroi Dear Jeanne. We have reviewed the schematic design for the proposed Orono Ice Arena located west of Old Ctvstal Bav Road and south of CSAH 6 in the southwest quarter of S««ion 28, ^lere are several issues that need to be addressed relative to engineering matters, and added to the plan set. Both sanitarv sewer and water main will need to be emended north along Old Ciystal Bay Road for sendee, assuming that the City ’s Comprehensive Plan amendment » by the Metropolitan Council. Due to the elevation of the site, wastewater should be pumpe from a grinder pumping station through forcemain to the easting gravity sewer. An 8.inch D^rmr main sh^ld be extended from the existing water main to the noi^west comer of the site for a future connection to the City of Medina ’s water system. A d-mch service line and hvdrant should be extended svithin the site. We do not recommend 4-inch “PP" for the domestic water piping due to the high cost Plans and specifications sbo Jd be prepared for the sanitary sewer and water main extensions, with as-bmlt plans ° tiie'^Citv upon completion. The exisring sanitaiy sewer "''^3,, approximately 400 and 1100 feet south of the property, respectively (see Record Plan A13-). There are two wetlands on the site which have been delineated. -Hie wedands are bv "he Minnehaha Creek Watershed District (MCWD) at the Sute Im^l as pari of the Vo2 nd Conservation Act (WCAX and under the jurisdiction of the U.S. Ary Co^* Fnaineers fCOE) at the Federal level. It appears that both wetland areas may meet the fequir^ents to a WCA exemption. The applicant should obtain such e«yuons or peTOits that may be necessaiy from the MCWD and COE for filling or draining the wetland areas. The proposed drainage on t’ e site is directed northeasterly through a propy d existin. culvert. This concent is acceptable. Drainage and ponding calcuUtions Cm be prided to our review. We recommend that some type of sk mmer spucture be included at the pond outlet. A detail of the outlet structure and pond elevations should • « « «» • ♦• • • • •