Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-4-24 HILL& DALE ENGINEERING, LLC 1850 OAK STREET SUITE C EUGENE, OREGON 97401 541-868-0667 FAX 541-896-9205 04/24/08 Gemstone POBox 11183 Eugene, OR 97440 RE 6218 Gravstone Lo. Lot 58 Phase IV- Levell SIte S01l CompactIOn InspectIon - Job #161-08 As you requested, a sIte s01ls InSpectIOn was performed at the above address SIte VISit was performed on Apnl 22, 2008 to supervise the proof roll of the site for the proposed constructIOn ThIS site has had m-s1tu fill s01l placed to provide a level bu1ldIng pad In preparatIOn for constructIOn The fill placed IS m excess of 6' In height at the native downslope side of the lot The m-sltu fill placement was supervised by PSI and appears to be consistent with their report dated Feb 16, 2007 SIte preparatIOn for constructIOn of the proposed reSIdence footpnnt Included hm1t~d removal of the top of the level portIOn of the placed In-SItu fill No alteratIOn of the SIte beyond the footpnnt of the proposed constr~tlOn was performed No offset lImItatIon from the edge of the fill slope w~s speCIfied by PSI A compactIOn mspectlOn proof roll on the In-Situ fill was performed USIng a fully loaded 10 yard dump truck, WIth gross weIght of 50,000# No ruttmg or pumpIng was observed The compacted surface of the m-s1tu fill IS adequate for the proposed foundatIOn and has a mInimum beanng capacity of 1500 psf ThIS report IS lImited to the compactIOn InspectIOn related to the proofroll of the surface ofthe In-SItu SOil placement at the above locatIOn The In-SitU fill placement was performed by others and supervised by PSI ThIS office does not assume any respons1bIhty for the placement and performance of the In-Situ fill placed In preparatIOn for proposed reSIdential constructIOn Refer to the PSI report dated Feb 16, 2007 for InformatIOn In regard to the In-Situ fill placement Thank you for thIS opportumty to be of servIce If you have questIOns regardmg thIS report, contact me at 868-0667 Smcerely, Pamela S Hillstrom, P E , G E