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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 />9 +80
<br />980
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />59,785
<br />10 +00
<br />1000
<br />56.0
<br />61.0
<br />1,120
<br />100
<br />3,640
<br />61,005
<br />10 +20
<br />1020
<br />61.0
<br />65.0
<br />1,220
<br />80
<br />62,305
<br />10 +40
<br />1040
<br />55.0
<br />64.0
<br />1,100
<br />180
<br />2,580
<br />63,585
<br />10 +60
<br />1060
<br />57.0
<br />62.0
<br />1,140
<br />100
<br />64,825
<br />10 +80
<br />1080
<br />54.0
<br />59.0
<br />1,080
<br />100
<br />2,420
<br />66,005
<br />11+00
<br />1100
<br />61.0
<br />65.0
<br />1,220
<br />80
<br />1,300
<br />67,305
<br />11+20
<br />1120
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />68,565
<br />11 +40
<br />1140
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />69,805
<br />11+60
<br />1160
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />71,045
<br />11+80
<br />1180
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />4,940
<br />72,245
<br />12 +00
<br />1200
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />73,505
<br />12 +20
<br />1220
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />74,745
<br />12+40
<br />1240
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />3,720
<br />75,965
<br />12 +60
<br />1260
<br />61.0
<br />65.0
<br />1,220
<br />80
<br />1,300
<br />77,265
<br />12 +80
<br />1280
<br />60.0
<br />64.0
<br />1,200
<br />80
<br />78,545
<br />13 +00
<br />1300
<br />59.0
<br />64.0
<br />1,180
<br />100
<br />2,560
<br />79,825
<br />13 +05
<br />1305
<br />59.0
<br />64.0
<br />295
<br />25
<br />80,145
<br />13 +10
<br />1310
<br />59.0
<br />63.0
<br />295
<br />20
<br />80,460
<br />13 +15
<br />1315
<br />59.0
<br />61.5
<br />295
<br />12.5
<br />80,768
<br />13 +20
<br />1320
<br />59.0
<br />62.0
<br />295
<br />15
<br />81,078
<br />13 +25
<br />1325
<br />59.0
<br />63.0
<br />295
<br />20
<br />81,393
<br />13 +30
<br />1330
<br />59.0
<br />63.5
<br />295
<br />22.5
<br />81,710
<br />13 +35
<br />1335
<br />59.0
<br />63.5
<br />295
<br />22.5
<br />82,028
<br />13 +40
<br />1340
<br />59.0
<br />63.0
<br />295
<br />20
<br />2,518
<br />82,343
<br />13 +45
<br />1345
<br />58.0
<br />63.0
<br />290
<br />25
<br />82,658
<br />13 +50
<br />1350
<br />58.0
<br />64.5
<br />290
<br />32.5
<br />82,980
<br />13 +55
<br />1355
<br />58.0
<br />64.0
<br />290
<br />30
<br />83,300
<br />13 +60
<br />1360
<br />58.0
<br />62.5
<br />290
<br />22.5
<br />83,613
<br />13 +65
<br />1365
<br />57.0
<br />61.0
<br />285
<br />20
<br />83,918
<br />13 +70
<br />1370
<br />57.0
<br />61.0
<br />285
<br />20
<br />84,223
<br />13 +75
<br />1375
<br />57.0
<br />61.0
<br />285
<br />20
<br />84,528
<br />13 +80
<br />1380
<br />57.0
<br />61.0
<br />285
<br />20
<br />2,490
<br />84,833
<br />13 +85
<br />1385
<br />59.0
<br />60.5
<br />295
<br />7.5
<br />85,135
<br />13+90
<br />1390
<br />59.0
<br />60.5
<br />295
<br />7.5
<br />85,438
<br />13 +95
<br />1395
<br />59.0
<br />62.0
<br />295
<br />15
<br />85,748
<br />14 +00
<br />1400
<br />59.0
<br />62.0
<br />295
<br />15
<br />86,058
<br />14 +20
<br />1420
<br />57.0
<br />62.5
<br />1,140
<br />110
<br />2,475
<br />87,308
<br />14 +40
<br />1440
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />88,548
<br />14 +60
<br />1460
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />89,748
<br />14 +80
<br />1480
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />3,660
<br />90,968
<br />15 +00
<br />1500
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />92,188
<br />15 +20
<br />1520
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />93,388
<br />15 +40
<br />1540
<br />55.0
<br />59.0
<br />1,100
<br />80
<br />3,600
<br />94,568
<br />15 +60
<br />1560
<br />55.0
<br />59.0
<br />1,100
<br />80
<br />95,748
<br />15 +80
<br />1580
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />2,380
<br />96,948
<br />15 +85
<br />1585
<br />55.0
<br />60.0
<br />275
<br />25
<br />97,248
<br />1
<br />t
<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 2 of 9
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