Page 238 - Villas at Savona Close-out Manual
P. 238

PROJECT    Villas at Sarona
                      955 East Knox Road
                      Chandler, Arizona

                                                               COORDS.         SE corner of Building 3
           JOB NO.  17-2015-4066     DATE   12/16/15                           See Site Plan
                                                               LOCATION        CME-55
                                                               RIG TYPE
                                                                               6 5/8" Hollow Stem Auger
                                                               BORING TYPE
                                                               DATUM
             Depth  in  Feet  Drill  Rate  Min/ft.  Graphical  Log  Sample  Sample Type  Blow Count  Dry Density  lbs. per  Cubic ft.  Moisture  Content  Percent of  Dry Weight  Unified Soil or Rock  Unit Classification  SURFACE ELEV.  VISUAL CLASSIFICATION
                                                                 REMARKS
               0
                                 S  5-11-9              SC             moist   CLAYEY SAND WITH GRAVEL,  some
                                                                slightly moist
                                 A                                to moist     predominantly fine grained gravel, predominantly
                                                                               fine to mediumgrained, subangular to
                                                                   firm        subrounded sand, mediumplasticity, dark brown
                                 S  10-15-       12.0                          note: landscape gravel at surface
                                     19                                        note: wood fragments & small roots in sample at
                                                                               surface
                                                                               note: mottled brown to tanat 2'6"
                                 S  17-34-
               5
                                     37                         slightly moist
                                                                               note: brown & white from 5' to 10'
                                                                   hard







                                 S   30-
              10
                                    50/5"










                                 S  18-23-                                     note: rarecoarse grained, subangular gravel
              15
                                     34                                        below 14'6"







                                                        CL                     SANDY CLAY,  predominantly fine grained
                                                                   moist       sand, medium plasticity, light brown to tan
                                 S  14-28-
              20                                                               note: trace calcium carbonate filaments
                                    50/3"                          hard
                                                                               Stopped Auger at 19'6"
                                                                               Sampler refused at 20'9"
                                                                               Backfilled with drill cuttings







              25
                      GROUNDWATER             SAMPLE TYPE
                 DEPTH(ft) HOUR   DATE     A - Drill cuttings
                          none             S - 2" O.D. 1.38" I.D. tube sample LOG OF TEST BORING NO.          B-2
                                           U - 3" O.D. 2.42" I.D. tube sample
                                           NR - No Recovery
                                           N/S - Not Sampled
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