Page 241 - Villas at Savona Close-out Manual
P. 241

PROJECT    Villas at Sarona
                      955 East Knox Road
                      Chandler, Arizona

                                                               COORDS.         NE corner of Building 13
           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  2-2-24               SC        moist       CLAYEY SAND,   occasional coarse
                                 A               9.4                           grained, subangular gravel, predominantly
                                                                   firm        fine grainedsand,medium plasticity, brown

                                 S  12-17-                       very firm     note: landscape gravel at surface
                                     17                           to hard
                                                                 below 2'

                                                                               note: some calcium carbonate nodules
                                 S  11-11-
               5
                                     14



                                 S  14-25-                                     note: light brown to tan from 7' to 15'
                                     28



                                 S  21-33-
              10
                                     34











              15
                                 S  10-17-                                     note: light brown & trace manganese filaments
                                     22                                        below 15'








                                 S  11-14-
              20
                                     22
                                                                               Stopped Auger at 19'6"
                                                                               Stopped Sampler at 21'
                                                                               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-6
                                           U - 3" O.D. 2.42" I.D. tube sample
                                           NR - No Recovery
                                           N/S - Not Sampled
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