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r <br /> Test#2—Garage North Footing (Approx. 12' East of Test#1) <br /> DCP Depth Per Blow Avg. /N-Value Estimated Load <br /> 575 MM (22.6°) 39.5 MM/ N—7.75 2875 PSF <br /> Test#3—Garage North Footing (Approaching Northeast Comer) <br /> DCP Depth Per Blow Avg. /N-Value Estimated Load <br /> 310 MM (12.2") 31.6 MM/N—10 3500 PSF <br /> Based upon our observations and test results, it is recommended that the footing area represented by <br /> DCP test#1 be configured as a 24"wide design (reinforcement optional).This should include, <br /> approximately the west 20' section of the north footing line. In our opinion,with the noted <br /> recommendation,the observed and tested sub-grade soils are acceptable for footing placement, <br /> meeting an assumed bearing capacity requirement of 2000 PSF. <br /> Our observations and subsequent soil evaluation on this date is limited in scope to soil conditions <br /> observed within the footing excavations, and to the depths achieved by shallow probes and dynamic <br /> cone penetrometer tests.Therefore,we are unable to assess sub-grade soils, which may be <br /> encountered by borings conducted as part of a standard subsurface geotechnical investigation. <br /> Sincerely, <br /> Itco Allied Engineering Company Reviewed By: <br /> Gary Standish Robert P. Sullentrop, P.E. <br /> Senior Inspector Minnesota Reg.#17823 <br /> Cc: City of Long Lake Building Inspections <br /> #701 - 1 /#605—1 /#614—1%/#610—'/l#304- (3) DCP/#612—50% <br />