|
Station
<br />Distance from
<br />Start
<br />Verified Depth
<br />Measurement
<br />to Top of
<br />Bedrock
<br />Verified Depth
<br />Measurement
<br />to Bottom of
<br />Trench
<br />Daily Alluvium
<br />Excavated
<br />Daily Bedrock
<br />Excavated
<br />Total Daily
<br />Excavated
<br />Total Excavated
<br />(to date)
<br />(feet)
<br />(feet)
<br />(feet)
<br />(square feet)
<br />(square feet)
<br />(square feet)
<br />(square feet)
<br />15 +90
<br />1590
<br />55.0
<br />59.5
<br />275
<br />22.5
<br />97,545
<br />15 +95
<br />1595
<br />55.0
<br />59.0
<br />275
<br />20
<br />97,840
<br />16 +00
<br />1600
<br />55.0
<br />59.5
<br />275
<br />22.5
<br />98,138
<br />16+05
<br />1605
<br />59.0
<br />60.0
<br />295
<br />5
<br />98,438
<br />16 +10
<br />1610
<br />59.0
<br />60.0
<br />295
<br />5
<br />98,738
<br />16 +15
<br />1615
<br />59.0
<br />60.0
<br />295
<br />5
<br />99,038
<br />16+20
<br />1620
<br />59.0
<br />59.5
<br />295
<br />2.5
<br />2,388
<br />99,335
<br />16 +40
<br />1640
<br />55.0
<br />60.0
<br />1,100
<br />100
<br />100,535
<br />16+60
<br />1660
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />101,755
<br />16 +80
<br />1680
<br />55.0
<br />59.0
<br />1,100
<br />80
<br />3,600
<br />102,935
<br />17 +00
<br />1700
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />104,155
<br />17 +20
<br />1720
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />2,440
<br />105,375
<br />17 +40
<br />1740
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />106,575
<br />17 +60
<br />1760
<br />54.0
<br />58.0
<br />1,080
<br />80
<br />2,360
<br />107,735
<br />17 +80
<br />1780
<br />54.0
<br />58.0
<br />1,080
<br />80
<br />108,895
<br />18 +00
<br />1800
<br />55.0
<br />59.0
<br />1,100
<br />80
<br />2,340
<br />110,075
<br />18 +20
<br />1820
<br />57.0
<br />60.0
<br />1,140
<br />60
<br />111,275
<br />18+40
<br />1840
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />2,400
<br />112,475
<br />18+60
<br />1860
<br />5/.0
<br />61.0
<br />1,140
<br />80
<br />1,220
<br />113,695
<br />18 +80
<br />1880
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />114,895
<br />19 +00
<br />1900
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />2,400
<br />116,095
<br />19 +20
<br />1920
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />117,295
<br />19 +40
<br />1940
<br />55.0
<br />59.0
<br />1,100
<br />80
<br />118,475
<br />19 +60
<br />1960
<br />54.0
<br />58.0
<br />1,080
<br />80
<br />3,540
<br />119,635
<br />19 +80
<br />1980
<br />53.0
<br />57.0
<br />1,060
<br />80
<br />120,775
<br />20 +00
<br />2000
<br />53.0
<br />58.0
<br />1,060
<br />100
<br />121,935
<br />20 +20
<br />2020
<br />54.0
<br />58.0
<br />1,080
<br />80
<br />3,460
<br />123,095
<br />20 +40
<br />2040
<br />52.0
<br />56.0
<br />1,040
<br />80
<br />124,215
<br />20+70
<br />2070
<br />47.0
<br />51.0
<br />1,410
<br />120
<br />2,650
<br />125,745
<br />21+00
<br />2100
<br />45.0
<br />49.0
<br />1,350
<br />120
<br />127,215
<br />21+30
<br />2130
<br />46.0
<br />50.0
<br />1,380
<br />120
<br />2,970
<br />128,715
<br />21+60
<br />2160
<br />45.0
<br />49.0
<br />1,350
<br />120
<br />1,470
<br />130,185
<br />21+90
<br />2190
<br />43.0
<br />49.0
<br />1,290
<br />180
<br />131,655
<br />22 +20
<br />2220
<br />42.0
<br />46.0
<br />1,260
<br />120
<br />2,850
<br />133,035
<br />22 +50
<br />2250
<br />40.0
<br />44.0
<br />1,200
<br />120
<br />134,355
<br />22 +80
<br />2280
<br />42.0
<br />46.0
<br />1,260
<br />120
<br />135,735
<br />23+10
<br />2310
<br />40.0
<br />45.0
<br />1,200
<br />150
<br />4,050
<br />137,085
<br />23+40
<br />2340
<br />42.0
<br />46.0
<br />1,260
<br />120
<br />138,465
<br />23+45
<br />2345
<br />41.0
<br />46.0
<br />205
<br />25
<br />138,695
<br />23 +50
<br />2350
<br />41.0
<br />46.0
<br />205
<br />25
<br />138,925
<br />23 +55
<br />2355
<br />41.0
<br />45.5
<br />205
<br />22.5
<br />139,153
<br />23 +60
<br />2360
<br />41.0
<br />46.0
<br />205
<br />25
<br />139,383
<br />23 +65
<br />2365
<br />41.0
<br />45.0
<br />205
<br />20
<br />139,608
<br />23 +70
<br />2370
<br />41.0
<br />46.0
<br />205
<br />25
<br />139,838
<br />23 +75
<br />2375
<br />41.5
<br />41.5
<br />208
<br />0
<br />140,045
<br />23 +80
<br />2380
<br />41.5
<br />41.5
<br />208
<br />0
<br />140,253
<br />23 +85
<br />2385
<br />38.5
<br />38.5
<br />193
<br />0
<br />140,445
<br />TABLE III
<br />TRENCH PROFILE AND SQUARE FOOTAGE EXCAVATED
<br />GEISERT GRAVEL PIT DAILY OBSERVATIONS
<br />GREELEY, COLORADO
<br />LYMAN HENN, (A DIVISION OF BRIERLEY ASSOCIATES, LLC.)
<br />8/9/2012
<br />Page 3 of 9
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