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HomeMy WebLinkAboutOpen Hole Report 05.09.2017Huddleston -Berry Engineering & 1 csling, LLC Project No.: Project Name: Client Name: 01157 - 0026 62 Sweetgrass - Carbondale Best Built Homes, LLC DBA GJ Gardner Homes, L Excavation Contractor: Contractor Representative: Physical Address: 62 Sweet Grass Way RESIDENTIAL EXCAVATION OBSERVATION REPORT Observed By: Dm Work Order No.: Authorized By: Client Reviewed By: BJR Date: 5/9/17 46196 Date: 5/9/17 Date: 5/9/17 Type of Construction: Residential Plan View Cross Section Foundation Type: Stem Wall Soil Types Observed: Silty Clay With Sand Notes/Exceptions: Persons Notified: Geotechnical Report/Specifications Report Title: Geotechnical investigation Lot 17 Aspen Glen Report By: Yeh and Associates, INC *Pages/Figs.: All Municipality: Garfield County Report Date: 12/4/2006 Project/Job Number: 26-273 *Attach copies of report pages and figures. nThe foundation excavation conditions were observed to be consistent with those described in the referenced geotechnical report. Building Permit Number: Record No. 1 E Cr; 9 cr co 6£6Z :stunoJ ,Ct►suaU 1-� 0 1✓ fp 0 rn C1 .� 0 a O .. 1= A7 IW e 0 0 2 0 24 y. et 0 a , 0 z= 0 0 N :ad fd ielaa;ew CD :if41suaJ mnuuum et AD 0 0 z e et et A at :aolaeJluop luatuaaeld Best Built Homes, LLC DBA GJ Gardner Homes, LLC al>?puogar3 - ssuataaMS Z9 O O N L1/6/S :aluu LI/6/S :algQ CN CN L1/6/S :alcu Structural Fill (bottom of excavation) ,L2IOd�2I 1S11 AIOLLDVdIAJOD 'HOS .1 W N — 7 P East side of pad Center of pad South Side of Pad Test Location / Observation Area N. Side of Pad O 0 O 0 O 0 Elevation (ft)* 0.0 J O O O vs, - r to Q 2O 4. O V1 O U O VI Max. Dry Density (pcf) 110.5 Vl O V1 O V1 O Optimum Moisture (%) 15.0 O 00 IJ O G1 .P O �1 01 Number of Passes / Dry Density (pcf) 105.3 c...h til • V1 J Moisture Content (%) 15.3 00 00 Ol C - �1 Relative Comp. (%) 95 0< -< 0< -C v _ Remarks Deflection / Pumping Noted 0 0 z e et et A at :aolaeJluop luatuaaeld Best Built Homes, LLC DBA GJ Gardner Homes, LLC al>?puogar3 - ssuataaMS Z9 O O N L1/6/S :aluu LI/6/S :algQ CN CN L1/6/S :alcu Structural Fill (bottom of excavation) ,L2IOd�2I 1S11 AIOLLDVdIAJOD 'HOS