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1993-005251 - fuel storage
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1993-005251 - fuel storage
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Last modified
8/22/2023 4:45:39 PM
Creation date
3/28/2017 1:37:06 PM
Metadata
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x Address Old
House Number
2700
Street Name
Kelley
Street Type
Parkway
Address
2700 Kelley Parkway
Document Type
Permits/Inspections
PIN
3311823120007
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, , <br /> � B�t A V N sM i�;�_`- B�aun Intertec Engineering,Inc. <br /> w - � � 6801 Washingfon Avenue$outh <br /> • r� y P.O.Box 39108 <br /> I N T E RT E C �`"'-'�==- �' '`�'� Minneapolis,Minnesota 55439-0108 <br /> t�._,. b 12-941-5600 Fax:941-4151 <br /> Engineers and Scientists Serving <br /> - ' ,, the Built and Natural Environmenh <br /> FEB� � �.993� <br /> February 3, 1993 '' ' ^ " Project BABX-92-806 <br /> � Mr. John Gerhart <br /> City of Orono <br /> P.O. Box 66 <br /> Crystal Bay, MN 55323 <br /> Dear Mr. Gerhart: <br /> Re: Excavation Observation for the Proposed Fuel Tank Pad, Public Works Pazking Area, <br /> Orono Public Works Building, Orono, Minnesota <br /> As you authorized on December 1, 1992, we have completed excavation observations for the <br /> proposed fuel tank pad in the Public Works parking area of the Orono Public Works building in <br /> Orono, Minnesota. The purpose of our excavation observation was to assist in judging the <br /> suitability of the soils in the pad area for foundation support at that time. <br /> Background Information <br /> Braun Intertec has been involved with site preparation activities for the recent City Hall, Public <br /> Works Garage, Police Station and pazking lot construction. The bulk of that work was <br /> performed during the summer of 1992. Earthwork correction activities included site stripping <br /> and fill placement in the proposed fuel tank area locateti about 50 feet east of the new Public <br /> Works building. <br /> Mr. John Gerhart of the Citv of Orono indicated that above-ground fuel tanks were to be <br /> installed on a pad in the Public Works parking azea. The fuel tanks will rest on a 10-foot by <br /> 22-foot slab which is 6-inches thick. The total load on the slab will be about 61 kips. <br /> Locations and Elevations <br /> The locations observed in the field at the time of our work and referenced ia this report were <br /> from Plan PRD1.3 prepared by Boarman and Associates and dated February 26, 1992. In <br /> addition, Mr. Doug Rivard from Kraus-Anderson Construction Company showed us the <br /> proposed pad area. <br />
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