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4915 Jamie Rose Ct - Soil Inspection Report AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite #500 - Savage, MN 55378 Telephone: (952) 890-7366 14 t f p: _?52) 890--5883 SOIL INSPECTION REPORT Mr. Paul Hills Hdla Construction t 2004 West Burnsville Parkway Burnsville, MN 55337 Pr49a Whispering Woods 14W Add+iion Date Inspected: 10-242012 Q 10.00 AM Reported: 10-25-2012 Ordered By. Hilia Construction Performed By: Tom Warner A visual I ran was conducted on lot B & 7 block 3. The house pads were not staked. The lots were excavated Individually. AN of the topsoil and organic sods were removed down- to a mast bottom. A shallow hand auger probe was performed to verify soil coraistsncy with depth. Water wasn't visible In the excavation and was not encountered during the hand auger probe. AN unsuitable material tied been removed to a suitable bottom soil. The estimated over sizing was adequate. Base on the information obtained, Al with Hedges, the contractor, was advised that the inspected lots were approved for fill. Bieck and Lot Ntunber Block 2 Lot 7 - Ovensang (Based on Front 1(r Stakes provided toy ohs) Rear 10' Sloe fly Front Z Horsside, 5 by the Fill Required - garage -(Approximate) Rear 3' Dept of Subcut Front {Approximate) Rear r , Depth ID Water. Excavated Topsoil Desc ripbon of Solls Bob= clay Loatn Relative Firtrness of Veryhard Bottom Remarks: Copies To: Charge Codes: #802 -1, 612 -16 rrCO Allied Engineering y 'seed: Tom Warner Gordon J. Kopaosk, Professional Engineer - Registration No. 7254 Inspector ITCO ALLIED ENGINEERING CO, AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite #500 - Savage, MN 55378 Telephone: (952) 890-7366 Fax: (952) 890-5883 December 3, 2012 Hilla Construction Terry: Cell: 952-807- 3845 2004 Burnsville Parkway Burnsville, Minnesota 55337 RE: 4915 Jamie Rose Court Eagan, Dakota County, Minnesota DYNAMIC CONE PENETROMETER TEST REPORT As requested, a site visit was made December 3, 2012 at 9:50 A.M., to test soil consolidation within a house pad prepared for the construction of a single-family residence. The engineered fill consisted of a clay loam, below optimum moisture (dry to damp). The soils were evaluated at proposed grade, with a dynamic cone penetrometer per ASTM STP- 399. The dynamic cone penetrometer (DCP), employs a eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per/blow, penetration average was recorded and a N-value derived. This N -value is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test #1 - Front Footing Line DCP Depth Per Blow Avg I N-Value Estimated Load 384 MM (15.122.6 MM / N -15 Exceeds 4000 PSF Test #2 - Rear Walkout Footing Line DCP Depth _ Per Blow Avg. / N-Value Estimated Load 218 MM (8.6") 13.0 MM / N-24 Exceeds 4000 PSF Test #3 -Garage Area DCP Death Per Blow &A. / N-Value Estimated Load 163 MM (6.4°) 10.2 MM / N-36 Exceeds 4000 PSF In our opinion, the observed and tested soils are acceptable, exceeding an assumed minimum bearing capacity of 2000 PSF. Our observations and subsequent soil evaluation on this date, is limited in scope to soils tested at proposed grade within the house pad. Therefore, we are unable to assess sub-grade material at the depths, which may be encountered by borings conducted as part of a standard subsurface geotechnicai investigation. Sincerely, - Itco Allied Engineering Company Reviewed By: Gary Standish Robert P. Sulientrop, P.E. Senior Inspector Minnesota Reg. # 17823 701 - 0 / #605 -1 / #304 - 3 (DCP) / #610 / #612 -18