Page 240 - Villas at Savona Close-out Manual
P. 240

PROJECT    Villas at Sarona
                      955 East Knox Road
                      Chandler, Arizona

                                                                               NE corner of Building 6
                                                               COORDS.
           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  2-3-3               SC         moist       CLAYEY SAND,  predominantly fine grained
                                 A               13.0                          sand, medium plasticity, brown to dark brown
                                                                   soft to
                                                                moderately firm  note: landscape gravel at surface
                                 S  2-4-5        16.2




                                                                               note: slight reaction to HCl
                                 S  5-8-14
               5                                                very firmto
                                                                   hard



                                 S  9-23-
                                     31                                        note: white to brownbelow 7'6"



                                 S  15-22-
              10
                                     33










                                 S  6-14-
              15                                                               note: some calcium carbonate nodules, crumbles
                                     25
                                                                               easily in hand, one small root observed in sample






                                                        CL                     SANDY CLAY,  predominantly fine grained
                                                                   moist       sand, rare coarse grained, subangular gravel,
                                 S  7-23-                                      medium plasticity, light brown to brown
              20
                                     42                            hard
                                                                               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-5
                                           U - 3" O.D. 2.42" I.D. tube sample
                                           NR - No Recovery
                                           N/S - Not Sampled
                                                                                                         Page  1 of  1
   235   236   237   238   239   240   241   242   243   244   245