Laserfiche WebLink
SUMMARY TABLE OF AGGREGATE INDUSTRIES EXPLORATORY BORINGS <br />AGGREGATE INDUSTRIES <br />BORING DESIGNATION <br />SURFACE <br />ELEVATION <br />TOP OF UPPER GRAVEL <br />(BOTTOM OF OVERBURDEN) <br />TOP CLAY LENS <br />(BOTTOM OF UPPER GRAVEL) <br />TOP OF LOWER GRAVEL <br />(BOTTOM OF CLAY LENS) <br />TOP OF <br />BEDROCK <br />B -15 <br />-4942 <br />^-4942 <br />-4928 <br />^-4925 <br />^-4906 <br />B -16 <br />4939 <br />-4939 <br />- - - -- <br />- - : :. <br />-4898 <br />B -17 <br />4937 <br />4936 <br />4927 <br />4921 <br />4902 <br />8 -18 <br />4937 <br />4936 <br />4916 <br />^-4912 <br />^-4899 <br />B -19 <br />4938 1 <br />^-4937 <br />-4928 <br />^-4923 <br />^-4898 <br />B -20 <br />4937 <br />4936 <br />4929 <br />-4919 <br />RP <br />8 -21 <br />4936 <br />^-4920 <br />- - - -- <br />- - - -- <br />^-4918 <br />B -22 <br />4936 <br />-4935 <br />- - - -- <br />- - - -- <br />^4898 <br />B -23 <br />4937 <br />4936 <br />4925 <br />4921 <br />4898 <br />B -24 <br />4937 <br />4937 <br />4930 <br />4916 <br />B -25 <br />4936 <br />4936 <br />4928 <br />4924 <br />4897 <br />B -26 <br />4936 <br />4931 <br />4929 <br />4918 <br />B -27 <br />4935 <br />4931 <br />-4922 <br />^-4920 <br />4894 <br />B -28 <br />-4935 <br />^-4934 <br />-4925 <br />-4910 <br />^-4894 <br />B -29 <br />4934 <br />4931 <br />-4923 <br />^-4919 <br />^-4893 <br />D -1 <br />4940 <br />4940 <br />- - - -- <br />- - - -- <br />4906 <br />D -2 <br />4940 <br />^-4935 <br />4921 <br />-4920 <br />-4909 <br />D -3 <br />-4937 <br />4932 <br />- - - -- <br />- - - -- <br />-4906 <br />D -4 <br />4937 <br />4935 <br />- - - -- <br />- - - -- <br />-4905 <br />0-5 <br />^-4937 <br />4933 <br />- - - -- <br />- - - -- <br />^4908 <br />D -6 <br />4936 <br />4933 <br />4924 <br />4923 <br />4911 <br />D -7 <br />-4935 <br />4935 <br />- - - -- <br />- - - -- <br />4904 <br />D -8 <br />-4939 <br />^-4934 <br />- - - -- <br />- - - -- <br />^-4911 <br />D -9 <br />4937 <br />4935.5 <br />- - - -- <br />- - - -- <br />4911 <br />D -10 <br />4938 <br />4936.5 <br />- - - -- <br />- - - -- <br />4911 <br />D -11 <br />4940 <br />4934 <br />4925 <br />4924 <br />4910 <br />D -12 <br />-4938 <br />4931 <br />- - - -- <br />- - - -- <br />4903 <br />D -13 <br />-4938 <br />^-49365 <br />- - - -- <br />- - - -- <br />-4907 <br />D -14 <br />4938 <br />4937 <br />- - - -- <br />- - ::. <br />-4908 <br />D -15 <br />-4939 <br />-4935 <br />- - - -- <br />- - - -- <br />4909 <br />S -6 <br />-4933 <br />^-4930 <br />- - - -- <br />- - - -- <br />-4905 <br />S -7 <br />4934 <br />^-4929 <br />- - - -- <br />- - - -- <br />-4907 <br />5-8 <br />4932 <br />-4927 <br />- <br />-4905 <br />S -9 <br />4935 <br />4931 <br />- - - -- <br />- - - -- <br />4905 <br />S -10 <br />4936 <br />4931 <br />-4908 <br />S -11 <br />4933 <br />-4928 <br />- - - -- <br />- - - -- <br />^-4905 <br />S -12 <br />4936 <br />4933 <br />4928 <br />4924 <br />----- <br />S-13 <br />-4934 <br />4929 <br />- - - -- <br />- - - -- <br />^-4905 <br />S -14 <br />4935 <br />4930 <br />-4921 <br />,-4919 <br />^-4907 <br />S -15 <br />-4934 <br />4929 <br />- - - -- <br />- - - -- <br />4907 <br />5 -16 <br />4935 <br />4930 <br />- - - -- <br />- - - -- <br />4908 <br />S -17 <br />4937 <br />4932 <br />- - - -- <br />- - - -- <br />- - - -- <br />NOTES FOR AGGREGATE INDUSTRIES EXPLORATORY BORINGS: <br />1- EXPLORATORY BORING DATA PROVIDED BY AGGREGATE INDUSTRIES, <br />2- AGGREGATE INDUSTRIES EXPLORATORY BORINGS LOCATIONS ARE APPROXIMATE, SEE SHEET 2 <br />3. AGGREGATE INDUSTRIES EXPLORATORY BORING WERE DRILLED IN NOVEMBER 1997_ <br />4. THE PREDOMINATE CLAY LENS IS SHOWN ON THIS TABLE, OTHER CLAY LENSES WERE LOCALLY ENCOUNTERED WITHIN THE <br />SAND AND GRAVEL UNITS- <br />LEGEND: <br />CLAY: SOFT TO STIFF, SANDY TO VERY SANDY, LOCALLY VERY SILTY, LOCALLY GRADING TO VERY CLAYEY <br />SAND OR SANDY SILT, PLASTIC TO HIGHLY PLASTIC, DRY TO WET, BROWN TO DARK BROWN, LOCALLY <br />TAN -BUFF, GREY TO DARK GREY, AND BLACK, LOCALLY ORGANIC, SOME ROOTS PRESENT NEAR SURFACE <br />(CL, CL -SC, CL -ML) <br />SILT. MEDIUM STIFF TO STIFF, SANDY TO VERY SANDY, DRY TO SLIGHTLY MOIST, LOCALLY ORGANIC, <br />BROWN, GREY, SOME ROOTS PRESENT NEAR SURFACE (ML, ML -SM) <br />SAND: VERY LOOSE TO MEDIUM DENSE, CLAYEY TO VERY CLAYEY, LOCALLY SILTY, LOCALLY GRADING TO <br />VERY SANDY CLAY, ORGANICS NEAR SURFACE, LOCAL PEAT, FINE TO MEDIUM GRAINED, LOCALLY COARSE <br />GRAINED, LOCAL TRACE GRAVEL, DRY TO MOIST, LIGHT BROWN TO DARK BROWN, LOCALLY WHITE AND <br />TAN - ORANGE. SOME ROOTS PRESENT NEAR SURFACE (SC, CL -SC, CH -SC) <br />SAND- VERY LOOSE TO MEDIUM DENSE, FINE TO MEDIUM GRAINED, LOCALLY COARSE GRAINED, SILTY <br />NEAR SURFACE, LOCAL TRACE GRAVEL, MOIST TO WET, LIGHT BROWN TO BROWN, PINK, GREY, LOCALLY <br />RED -BROWN (SW. SP. SW -SP. 5M) <br />SAND: VERY LOOSE TO DENSE, GRAVELY TO VERY GRAVELY, LOCALLY GRADING TO VERY SANDY GRAVEL, <br />LOCALLY SILTY, LOCAL THIN LENSES OF CLAYEY SAND AND POORLY GRADED SAND, FINE TO COARSE <br />GRAINED, DRY TO WET, LIGHT BROWN TO BROWN, PINK, LOCALLY RED - BROWN, ORANGE, GREY, (SW, <br />SW -SP, SW -GW, GW) <br />CLAYSTONE: STIFF TO VERY HARD, LOCALLY SANDY TO VERY SANDY, DRY TO MOIST, PLASTIC TO VERY <br />PLASTIC, LIGHT GREY TO DARK GREY, LOCALLY BLACK, LIGHT BROWN TO OLIVE NEAR WEATHERED ZONE, <br />LOCAL LIGNITE NODULES, LOCAL INTERBEDDED SANDSTONE, LOCALLY SLICKENSIDES PRESENT <br />SANDSTONE- VERY DENSE, LOCALLY CLAYEY TO VERY CLAYEY, SILTY TO VERY SILTY, FINE GRAINED, <br />SLIGHTLY MOIST TO WET, LIGHT GREY TO DARK GREY, TAN -LIGHT BROWN, OLIVE - YELLOW- ORANGE NEAR <br />WEATHERED ZONE, LOCALLY SOME INTERBEDDED SANDY CLAYSTONE <br />1• ►elmal"li <br />1- EXPLORATORY BORINGS TH -1 THRU TH -18 AND TH -24 WERE DRILLED MARCH 22 THRU MARCH <br />28, 2005 USING A TRUCK - MOUNTED CME 75 DRILL RIG. BORINGS WERE DRILLED WITH 4.25 -INCH <br />I.D. HOLLOW STEM AUGERS. BORINGS TH -19 THROUGH TH -23 AND TH -25 THROUGH TH -30 WERE <br />DRILLED AUGUST 25 THROUGH 29, 2011 WITH A TRUCK MOUNTED DIEDRICH D -90 DRILL RIG. TEST <br />PITS WERE EXCAVATED APRIL 26, 2005 USING A FORD 675D RUBBER TIRE BACKHOE. <br />2. ALL BORING LOCATIONS AND ELEVATIONS WERE SURVEYED- TEST PIT LOCATIONS WERE DETERMINED BY <br />PACING FROM KNOWN FEATURES- TEST PIT ELEVATIONS WERE ESTIMATED FROM SITE PLAN CONTOURS <br />3 LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES AND <br />TRANSITIONS MAY BE GRADUAL. <br />4.GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING ON THE DATES INDICATED. <br />GROUNDWATER LEVELS WILL FLUCTUATE SEASONALLY AND DUE TO SITE MINING AND DEWATERING <br />OPERATIONS <br />5_ LABORATORY TESTING- DD = DRY DENSITY, PCF LL = LIQUID LIMIT, % <br />MC = MOISTURE CONTENT, % PI = PLASTICITY INDEX, <br />-200 = % PASSING THE #200 SIEVE GNP = GRANULAR NONPLASTIC <br />EL = 4936.80 SURVEYED ELEVATION (FEET, MSL); NS INDICATES NOT SURVEYED <br />48 STANDARD SPLIT SPOON SAMPLE NUMBER INDICATES 48 BLOWS <br />OF A 140 LB HAMMER FREE FALLING 30- INCHES WERE REQUIRED <br />TO DRIVE THE SAMPLER 1 -FOOT OR THE INDICATED INTERVAL <br />j BULK INDICATES LOCATION OF A BULK DISTURBED SAMPLE OF AUGER <br />3 -26 -05 CUTTINGS <br />TTt WATER LEVEL AND DATE MEASURED <br />K = 8.6 x 10 -'1 INTERVAL OF PACKER PERMEABILITY TEST (CM /SEC) <br />"NO TAKE" INDICATES NO WATER INFILTRATED FORMATION <br />= E W „m <br />Way <br />8 E w <br />LU <br />a <br />3 <br />W N fn <br />w <br />w� <br />0 Z <br />J <br />y <br />0 <br />g <br />m D m <br />�Z� <br />�Lu <br />W F— <br />CW7 <br />K <br />, a <br />k? <br />� <br /><w <br />w <br />c C w o <br />X <br />o <br />0 <br />Q W <br />a <br />ProJW W: <br />199,4861413003 <br />DwWwd 1ri: <br />aE <br />ftm By. <br />RP <br />(Braked By: <br />RJF E <br />4 g <br />