W912QR25R0016_CERT_Final_Vol5_TunnelGDR_28of28_E-0000.pdf
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This file is Volume 5 (Appendix E) of a Geotechnical Data Report focused on groundwater data and permeability testing for the Rough River Dam Safety Modification Project Phase II tunnel construction. The report, dated December 20, 2024, contains detailed technical data including piezometer plots, lugeon values, and permeability calculations from multiple boreholes (ADC-1801 through ADC-1915) drilled during Phase I&II Exploratory Drilling.
The data focuses on testing performed in various geological formations including the Haney Limestone, Big Clifty sandstone unit, Big Clifty upper and lower shale units, and interbedded units. The report includes extensive tables of permeability values, water pressure test results, and groundwater monitoring data that will inform the design and construction of the new outlet works tunnel. The document is marked "FOR OFFICIAL USE ONLY (FOUO)" and was prepared by the US Army Corps of Engineers Louisville District under contract number W912QR25R0016.
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Solicitation For Rough River Dam Safety Modification Project Phase II - New Outlet Works and Cutoff Wall, Rough River Reservoir, Falls of Rough, KY
P2: 145870
Design-Bid-Build
Tunnel Geotechnical Data Report (GDR) Vol. 5 (28 of 28) Appendix E
Certified Final
20 December 2024
W912QR25R0016
ARIMS: 1200
Disposition: Permanent
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_28of28_E-0000
Rough River Dam Geotechnical Data Report for Tunnel Construction
Volume 5: Project GDR
Appendix E - Groundwater Data (28 of 28)
ROUGH RIVER, FALLS OF ROUGH, KY
LOUISVILLE DISTRICT, LRD DIVISION
FOR OFFICIAL USE ONLY (FOUO)
This document is FOR OFFICIAL USE ONLY (FOUO). It contains information that may be exempt from public release under the Freedom of Information Act (5 USC 552). It is to be controlled, stored, handled, transmitted, distributed, and disposed of in accordance with USACE policy relating to FOUO information and it is not to be released to the public or other personnel who do not have a valid “need to know” without prior written approval of an authorized USACE official.
Rough River Dam (KY03012) Appendix E, Ground Water Data Geotechnical Data Report for Tunnel Construction
ROUGH RIVER, FALLS OF ROUGH, KY
LOUISVILLE DISTRICT, LRD DIVISION
Report Status: Draft, July 2020 i
FOR OFFICIAL USE ONLY (FOUO)
ii
FOR OFFICIAL USE ONLY (FOUO)
TABLE OF CONTENTS
1 Ground Water Data ......................................................................................................................... 1-1
1.1 Piezometer Plots .................................................................................................................... 1-1
1.2 Lugeon Values ........................................................................................................................ 1-4
1.3 Permeabilities ....................................................................................................................... 1-10
1-1
FOR OFFICIAL USE ONLY (FOUO)
1 GROUND WATER DATA
1.1 Piezometer Plots
Piezometer plots for instruments in proximity to the tunnel.
Figure 1.1-1: Locations of piezometers near the tunnel alignment.
1-2
Figure 1.1-2: PZ 48, PZ 49(Big Clifty sandstone); PZ 64A, PZ 65A (Haney Limestone)
Figure 1.1-3: PZ 62, PZ 63 (Haney Limestone)
1-3
Figure 1.1-4: PZ 49, PZ 64B, PZ 65B, PZ 66B, PZ67B (Big Clifty sandstone)
Figure 1.1-5: PZ 48, PZ 49 (Big Clifty sandstone)
1-4
Figure 1.1-6: PZ 1910 (Haney Limestone) in the tower footprint; PZ 1914 (Mgb sh-l), PZ 1914A (Mgc)
1.2 Lugeon Values
Tables containing the lugeon values for computed from water testing performed during the Phase I&II Exploratory Drilling.
1-5
Table 1.2-1: Lugeon values for the Haney Limestone.
Boring Top of Ground Top Elveation Bottom Elevation Top Depth Bottom Depth Length of Test Flow Rate-Q Guage Reading-P Lugeon Value
ID (feet) (feet) (feet) (feet) Interval (feet) (gal/min) (psi) (12.42*(Q/L)*(145/P)
ADC-1802 528.9
ADC-1802 516.3 511.3 12.6 17.6 5 0.46 12 13.8
ADC-1802 511.3 506.3 17.6 22.6 5 0 17 0.0
ADC-1802 506.3 501.3 22.6 27.6 5 0 13 0.0
ADC-1802 501.3 496.3 27.6 32.6 5 0 16 0.0
ADC-1802 496.3 491.3 32.6 37.6 5 0 22 0.0
ADC-1802 491.3 486.3 37.6 42.6 5 0 20 0.0
ADC-1803 541.2
ADC-1803 523.4 518.4 17.8 22.8 5 0 10 0.0
ADC-1803 518.4 513.4 22.8 27.8 5 0 13 0.0
ADC-1803 513.4 508.4 27.8 32.8 5 0 15 0.0
ADC-1803 508.4 503.4 32.8 37.8 5 0 18 0.0
ADC-1803 503.4 498.4 37.8 42.8 5 0 20 0.0
ADC-1803 498.4 493.4 42.8 47.8 5 0 23 0.0
ADC-1803 493.4 488.4 47.8 52.8 5 0 26.5 0.0
ADC-1803 488.4 483.4 52.8 57.8 5 0 30 0.0
ADC-1804 541.8
ADC-1804 518.7 513.7 23.1 28.1 5 0 14 0.0
ADC-1804 513.7 508.7 28.1 33.1 5 0 16 0.0
ADC-1804 508.7 503.7 33.1 38.1 5 0 19 0.0
ADC-1804 503.7 498.7 38.1 43.1 5 0 22 0.0
ADC-1804 498.7 493.7 43.1 48.1 5 0 24 0.0
ADC-1804 493.7 488.7 48.1 53.1 5 0 26 0.0
ADC-1804 488.7 483.7 53.1 58.1 5 0 29 0.0
ADC-1805 547.3
ADC-1805 534.8 529.8 12.5 17.5 5 0 6.25 0.0
ADC-1805 529.8 524.8 17.5 22.5 5 0 9 0.0
ADC-1805 524.8 519.8 22.5 27.5 5 8.92 11 292.1
ADC-1805 519.8 514.8 27.5 32.5 5 7.62 14 196.0
ADC-1805 514.8 509.8 32.5 37.5 5 0 16 0.0
ADC-1805 509.8 504.8 37.5 42.5 5 0 19 0.0
ADC-1805 504.8 499.8 42.5 47.5 5 0 21 0.0
ADC-1805 499.8 494.8 47.5 52.5 5 0 24 0.0
ADC-1805 494.8 489.8 52.5 57.5 5 0 27 0.0
ADC-1805 489.8 484.8 57.5 62.5 5 0 29 0.0
ADC-1805 484.8 479.8 62.5 67.5 5 0 31 0.0
ADC-1806 531.9
ADC-1806 519.4 514.4 12.5 17.5 5 8.04 6 482.6
ADC-1806 514.4 509.4 17.5 22.5 5 0.6 9 24.0
ADC-1806 509.4 504.4 22.5 27.5 5 0 11 0.0
ADC-1806 504.4 499.4 27.5 32.5 5 0 14.5 0.0
ADC-1806 499.4 494.4 32.5 37.5 5 10.56 16 237.7
ADC-1806 494.4 489.4 37.5 42.5
ADC-1806 489.4 484.4 42.5 47.5 5 0 21.25 0.0
ADC-1806 484.4 479.4 47.5 52.5 5 0 25 0.0
ADC-1807 519.2
ADC-1807 486.7 481.7 32.5 37.5 5 0 16 0.0
ADC-1908 508.8
ADC-1908 491.8 486.8 17 22 5 0 11 0.0
ADC-1909 540.8
ADC-1909 529.8 524.8 11 16 5 0.41 8 18.5
ADC-1909 524.8 519.8 16 21 5 0.54 11 17.7
ADC-1909 519.8 514.8 21 26 5 0 13 0.0
ADC-1909 514.8 509.8 26 31 5 0 15.5 0.0
ADC-1909 509.8 504.8 31 36 5 0 18 0.0
ADC-1909 504.8 499.8 36 41 5 0 20.5 0.0
ADC-1909 499.8 494.8 41 46 5 0 23 0.0
ADC-1909 494.8 489.8 46 51 5 0 25.5 0.0
ADC-1909 489.8 484.8 51 56 5 0 28 0.0
ADC-1910 538.7
ADC-1910 517.4 512.4 21.3 26.3 5 10.98 13 304.2
ADC-1910 512.4 507.4 26.3 31.3 5 0 16 0.0
ADC-1910 507.4 502.4 31.3 36.3 5 0 18 0.0
ADC-1910 502.4 497.4 36.3 41.3 5 0 21 0.0
ADC-1910 497.4 492.4 41.3 46.3 5 0 23.5 0.0
ADC-1910 492.4 487.4 46.3 51.3 5 0 26 0.0
Average Flow Rate 0.9 Max Flow 11.0 Average Lugeon Value 28.3 Max Lugeon 482.6
Standard Deviation 2.7 Standard Deviation 91.7
*Karst feature noted
HANEY LIMESTONE
1-6
Table 1.2-2: Lugeon Values for the Big Clifty upper shale unit.
Boring Top of Ground Top Elevation Bottom Elevation Top Depth Bottom Depth Length of Test Flow Rate-Q Guage Reading-P Lugeon Value
ADC-1801 515.8
ADC-1801 489 484 26.8 31.8 5 0 14 0
ADC-1801 484 479 31.8 36.8 5 0 17 0
ADC-1802 528.9
ADC-1802 491.3 486.3 37.6 42.6 5 0 20 0
ADC-1802 486.3 481.3 42.6 47.6 5 0 22 0
ADC-1803 541.2
ADC-1803 488.4 483.4 52.8 57.8 5 0 30 0
ADC-1803 483.4 478.4 57.8 62.8 5 0 31 0
ADC-1804 541.8
ADC-1804 483.7 478.7 58.1 63.1 5 0 31 0
ADC-1805 547.3
ADC-1805 484.8 479.8 62.5 67.5 5 0 31 0
ADC-1805 479.8 474.8 67.5 72.5 5 0 34 0
ADC-1806 531.9
ADC-1806 484.4 479.4 47.5 52.5 5 0 25 0
ADC-1806 479.4 474.4 52.5 57.5 5 0 26.5 0
ADC-1807 519.2
ADC-1807 486.7 481.7 32.5 37.5 5 0 16 0
ADC-1807 481.7 476.7 37.5 42.5 5 0 19 0
ADC-1908 508.8
ADC-1908 491.8 486.8 17 22 5 0 11 0
ADC-1909 540.8
ADC-1909 489.8 484.8 51 56 5 0 28 0
ADC-1910 538.7
ADC-1910 492.4 487.4 46.3 51.3 5 0 26 0
Average Flow Rate
(gpm) 0 Max Flow (gpm) 0 Average Lugeon Value 0 Max Lugeon 0
Standard
Deviation (gpm) 0 Standard Deviation 0
BIG CLIFTY UPPER SHALE
1-7
Table 1.2-3: Lugeon values for the Big Clifty sandstone unit. (Continued on next page)
Boring Top of Ground Top Elevation Bottom Elevation Top Depth Bottom Depth Length of Test Flow Rate-Q Guage Reading-P Lugeon Value
ADC-1801 515.8
ADC-1801 484 479 31.8 36.8 5 0 17 0.0
ADC-1801 479 474 36.8 41.8 5 0 18 0.0
ADC-1801 474 469 41.8 46.8 5 0 21 0.0
ADC-1801 469 464 46.8 51.8 5 0 24 0.0
ADC-1801 464 459 51.8 56.8 5 0 26 0.0
ADC-1801 459 454 56.8 61.8 5 0 29 0.0
ADC-1801 454 449 61.8 66.8 5 0.65 32 7.3
ADC-1801 449 444 66.8 71.8 5 0.7 22 11.5
ADC-1801 444 439 71.8 76.8 5 0.5 36 5.0
ADC-1802 528.9
ADC-1802 486.3 481.3 42.6 47.6 5 0 22 0.0
ADC-1802 481.3 476.3 47.6 52.6 5 0 26 0.0
ADC-1802 476.3 471.3 52.6 57.6 5 0 28 0.0
ADC-1802 471.3 466.3 57.6 62.6 5 0 31 0.0
ADC-1802 466.3 461.3 62.6 67.6 5 0.46 34 4.9
ADC-1802 461.3 456.3 67.6 72.6 5 0 36 0.0
ADC-1802 456.3 451.3 72.6 77.6 5 0.02 39 0.2
ADC-1802 451.3 446.3 77.6 82.6 5 0.26 40 2.3
ADC-1802 446.3 441.3 82.6 87.6 5 0 43 0.0
ADC-1802 441.3 436.3 87.6 92.6 5 0.08 45 0.6
ADC-1803 541.2
ADC-1803 483.4 478.4 57.8 62.8 5 0 31 0.0
ADC-1803 478.4 473.4 62.8 67.8 5 0 34 0.0
ADC-1803 473.4 468.4 67.8 72.8 5 0.01 36 0.1
ADC-1803 468.4 463.4 72.8 77.8 5 0.04 38 0.4
ADC-1803 463.4 458.4 77.8 82.8 5 0 41 0.0
ADC-1803 458.4 453.4 82.8 87.8 5 0.04 44 0.3
ADC-1803 453.4 448.4 87.8 92.8 5 0.03 46 0.2
ADC-1803 448.4 443.4 92.8 97.8 5 0.08 49 0.6
ADC-1803 443.4 438.4 97.8 102.8 5 0.04 50 0.3
ADC-1804 541.8
ADC-1804 483.7 478.7 58.1 63.1 5 0 31 0.0
ADC-1804 478.7 473.7 63.1 68.1 5 0 34 0.0
ADC-1804 473.7 468.7 68.1 73.1 5 0 34 0.0
ADC-1804 468.7 463.7 73.1 78.1 5 0.02 39 0.2
ADC-1804 463.7 458.7 78.1 83.1 5 0.06 42 0.5
ADC-1804 458.7 453.7 83.1 88.1 5 0.12 44 1.0
ADC-1804 453.7 448.7 88.1 93.1 5 0 47 0.0
ADC-1804 448.7 443.7 93.1 98.1 5 0 49 0.0
ADC-1804 443.7 438.7 98.1 103.1 5 0 50 0.0
ADC-1804 438.7 433.7 103.1 108.1 5 0 50 0.0
ADC-1805 547.3
ADC-1805 479.8 474.8 67.5 72.5 5 0 34 0.0
ADC-1805 474.8 469.8 72.5 77.5 5 0 36 0.0
ADC-1805 469.8 464.8 77.5 82.5 5 0 39 0.0
ADC-1805 464.8 459.8 82.5 87.5 5 0 41 0.0
ADC-1805 459.8 454.8 87.5 92.5 5 0.36 44 2.9
ADC-1805 454.8 449.8 92.5 97.5 5 0 46 0.0
ADC-1805 449.8 444.8 97.5 102.5 5 0 49 0.0
ADC-1805 444.8 439.8 102.5 107.5 5 0.54 50 3.9
ADC-1805 439.8 434.8 107.5 112.5 5 0.46 50 3.3
ADC-1806 531.9
ADC-1806 479.4 474.4 52.5 57.5 5 0 26.5 0.0
ADC-1806 474.4 469.4 57.5 62.5 5 0 29 0.0
ADC-1806 469.4 464.4 62.5 67.5 5 0.52 31 6.0
ADC-1806 464.4 459.4 67.5 72.5 5 0 34 0.0
ADC-1806 459.4 454.4 72.5 77.5 5 0 36 0.0
ADC-1806 454.4 449.4 77.5 82.5 5 0 39 0.0
ADC-1806 449.4 444.4 82.5 87.5 5 0 41 0.0
ADC-1806 444.4 439.4 87.5 92.5 5 0.64 44 5.2
ADC-1806 439.4 434.4 92.5 97.5 5 0 46 0.0
ADC-1807 519.2
ADC-1807 481.7 476.7 37.5 42.5 5 0 19 0.0
ADC-1807 476.7 471.7 42.5 47.5 5 0 21 0.0
ADC-1807 471.7 466.7 47.5 52.5 5 0 24 0.0
ADC-1807 466.7 461.7 52.5 57.5 5 0 26 0.0
ADC-1807 461.7 456.7 57.5 62.5 5 0 29 0.0
ADC-1807 456.7 451.7 62.5 67.5 5 0 31 0.0
ADC-1807 451.7 446.7 67.5 72.5 5 0 34 0.0
ADC-1807 446.7 441.7 72.5 77.5 5 0 36 0.0
ADC-1807 441.7 436.7 77.5 82.5 5 0.38 39 3.5
ADC-1808 487.7
ADC-1808 475.6 470.6 12.1 17.1 5 0 8 0.0
ADC-1808 470.6 465.6 17.1 22.1 5 0 9 0.0
ADC-1808 465.6 460.6 22.1 27.1 5 0 11 0.0
ADC-1808 460.6 455.6 27.1 32.1 5 0 14 0.0
ADC-1808 455.6 450.6 32.1 37.1 5 0.06 16 1.4
ADC-1808 450.6 445.6 37.1 42.1 5 0 19 0.0
ADC-1808 445.6 440.6 42.1 47.1 5 0 21 0.0
ADC-1808 440.6 435.6 47.1 52.1 5 0 24 0.0
ADC-1809 468
ADC-1809 460.4 455.4 7.6 12.6 5 0 4 0.0
ADC-1809 455.4 450.4 12.6 17.6 5 0 6 0.0
ADC-1809 450.4 445.4 17.6 22.6 5 0 9 0.0
ADC-1809 445.4 440.4 22.6 27.6 5 0 11 0.0
ADC-1809 440.4 435.4 27.6 32.6 5 0 14 0.0
ADC-1809 435.4 430.4 32.6 37.6 5 0 16 0.0
BIG CLIFTY SANDSTONE
1-8
Table 1.2-3 (continued from previous page)
ADC-1908 508.8
ADC-1908 486.8 481.8 22 27 5 0 13.5 0.0
ADC-1908 481.8 476.8 27 32 5 0 16 0.0
ADC-1908 476.8 471.8 32 37 5 0 18.5 0.0
ADC-1908 471.8 466.8 37 42 5 0.05 21 0.9
ADC-1908 466.8 461.8 42 47 5 0 23.5 0.0
ADC-1908 461.8 456.8 47 52 5 0 26 0.0
ADC-1908 456.8 451.8 52 57 5 0 28.5 0.0
ADC-1908 451.8 446.8 57 62 5 0 31 0.0
ADC-1908 446.8 441.8 62 67 5 0.014 33.5 0.2
ADC-1909 540.8
ADC-1909 484.8 479.8 56 61 5 0 30.5 0.0
ADC-1914 488.6
ADC-1914 472.2 467.2 16.4 21.4 5 0 10.5 0.0
ADC-1914 467.2 462.2 21.4 26.4 5 0 13 0.0
ADC-1914 462.2 457.2 26.4 31.4 5 0 15.5 0.0
ADC-1914 457.2 452.2 31.4 36.4 5 0 18 0.0
ADC-1914 452.2 447.2 36.4 41.4 5 0 20.5 0.0
ADC-1914 447.2 442.2 41.4 46.4 5 0 23 0.0
ADC-1914 442.2 437.2 46.4 51.4 5 0 25.5 0.0
ADC-1914 437.2 432.2 51.4 56.4 5 0 28 0.0
ADC-1914A 488.7
ADC-1914A 472.7 467.7 16 21 5 0 0 0.0
ADC-1914A 467.7 462.7 21 26 5 0 13 0.0
ADC-1914A 462.7 457.7 26 31 5 0 15.5 0.0
ADC-1914A 457.7 452.7 31 36 5 0 18 0.0
ADC-1914A 452.7 447.7 36 41 5 0 20.5 0.0
ADC-1914A 447.7 442.7 41 46 5 0 23 0.0
ADC-1914A 442.7 437.7 46 51 5 0 25.5 0.0
ADC-1914A 437.7 432.7 51 56 5 0 28 0.0
ADC-1915 477.8
ADC-1915 469.8 464.8 8 13 5 0.004 7 0.2
ADC-1915 464.8 460.4 13 17.4 4.4 0 8 0.0
ADC-1915 460.4 455.4 17.4 22.4 5 0 11 0.0
ADC-1915 455.4 450.4 22.4 27.4 5 0 13.5 0.0
ADC-1915 450.4 445.4 27.4 32.4 5 0 16 0.0
ADC-1915 445.4 440.4 32.4 37.4 5 0 18 0.0
ADC-1915 440.4 435.4 37.4 42.4 5 0 21 0.0
ADC-1915 435.4 430.4 42.4 47.4 5 0 24 0.0
Average Flow Rate
(gpm)
0.1 Max Flow (gpm) 0.7 Average Lugeon Value 0.6 Max Lugeon 11.5
Standard
Deviation (gpm)
0.2 Standard Deviation 1.7
1-9
Table 1.2-4: Lugeon values for the Big Clifty interbedded unit.
Boring Top of Ground Top Elevation Bottom Elevation Top Depth Bottom Depth Length of Test Flow Rate-Q Guage Reading-P Lugeon Value
ADC-1801 515.8
ADC-1801 439 434 76.8 81.8 5 0 38 0.0
ADC-1801 434 429 81.8 86.8 5 0 41 0.0
ADC-1802 528.9
ADC-1802 441.3 436.3 87.6 92.6 5 0.08 45 0.6
ADC-1802 436.3 431.3 92.6 97.6 5 0.02 48 0.2
ADC-1802 431.3 426.3 97.6 102.6 5 0.02 50 0.1
ADC-1802 426.3 421.3 102.6 107.6 5 0 50 0.0
ADC-1803 541.2
ADC-1803 443.4 438.4 97.8 102.8 5 0.04 50 0.3
ADC-1803 438.4 433.4 102.8 107.8 5 0.04 50 0.3
ADC-1803 433.4 428.4 107.8 112.8 5 0 50 0.0
ADC-1804 541.8
ADC-1804 438.7 433.7 103.1 108.1 5 0 50 0.0
ADC-1804 433.7 428.7 108.1 113.1 5 0 50 0.0
ADC-1805 547.3
ADC-1805 439.8 434.8 107.5 112.5 5 0.46 50 3.3
ADC-1805 434.8 429.8 112.5 117.5 5 0.12 50 0.9
ADC-1805 429.8 424.8 117.5 122.5 5 0 50 0.0
ADC-1806 531.9
ADC-1806 439.4 434.4 92.5 97.5 5 0 46 0.0
ADC-1806 434.4 429.4 97.5 102.5 5 0 49 0.0
ADC-1806 429.4 424.4 102.5 107.5 5 0 50 0.0
ADC-1806 424.4 419.4 107.5 112.5 5 0 50 0.0
ADC-1807 519.2
ADC-1807 436.7 431.7 82.5 87.5 5 0 41 0.0
ADC-1807 431.7 426.7 87.5 92.5 5 0 44 0.0
ADC-1808 487.7
ADC-1808 440.6 435.6 47.1 52.1 5 0 24 0.0
ADC-1808 435.6 430.6 52.1 57.1 5 0 26 0.0
ADC-1808 430.6 425.6 57.1 62.1 5 0 29 0.0
ADC-1908 508.8
ADC-1908 441.8 436.8 67 72 5 0 36 0.0
ADC-1908 436.8 431.8 72 77 5 0 38.5 0.0
ADC-1914 488.6
ADC-1914 437.2 432.2 51.4 56.4 5 0 28 0.0
ADC-1914 432.2 427.2 56.4 61.4 5 0 30.5 0.0
ADC-1914A 488.7
ADC-1914A 437.7 432.7 51 56 5 0 28 0.0
ADC-1914A 432.7 427.7 56 61 5 0 30.5 0.0
ADC-1915 477.8
ADC-1915 430.4 425.4 47.4 52.4 5 0 26 0.0
Average Flow Rate
(gpm)
0.0 Max Flow (gpm) 0.5 Average Lugeon Value 0.2 Max Lugeon 3.3
Standard Deviation
(gpm)
0.1 Standard Deviation 0.6
INTERBEDDED SANDSTONE/SHALE
1-10
FOR OFFICIAL USE ONLY (FOUO)
Table 1.2-5: Lugeon values for the Big Clifty lower shale unit.
1.3 Permeabilities
Tables 1.3-1 to 1.3-16, list the permeability values calculated from the water tests performed during the Phase I&II Exploratory Drilling.
Boring Top of Ground Top Elevation Bottom Elevation Top Depth Bottom Depth Length of Test Flow Rate-Q Guage Reading-P Lugeon Value
ID (feet) (feet) (feet) (feet) Interval (feet) (gal/min) (psi) (12.42*(Q/L)*(145/P)
ADC-1801 515.8
ADC-1801 434 429 81.8 86.8 5 0 41 0
ADC-1801 429 424 86.8 91.8 5 0 44 0
ADC-1801 424 419 91.8 96.8 5 0 46 0
ADC-1802 528.9
ADC-1802 426 421 102.6 107.6 5 0 50 0
ADC-1802 421 416 107.6 112.6 5 0.04 50 0.288144
ADC-1803 541.2
ADC-1803 433.4 428.4 107.8 112.8 5 0 50 0
ADC-1803 428.4 423.4 112.8 117.8 5 0.04 50 0.288144
ADC-1803 423.4 418.4 117.8 122.8 5 0 50 0
ADC-1804 541.8
ADC-1804 428.7 423.7 113.1 118.1 5 0 50 0
ADC-1804 423.7 418.7 118.1 123.1 5 0 50 0
ADC-1804 418.7 413.7 123.1 128.1 5 0.02 50 0.144072
ADC-1805 547.3
ADC-1805 424.8 419.8 122.5 127.5 5 0 50 0
ADC-1805 419.8 414.8 127.5 132.5 5 0 50 0
ADC-1806 531.9
ADC-1806 424.4 419.4 107.5 112.5 5 0 50 0
ADC-1806 419.4 414.4 112.5 117.5 5 0 50 0
ADC-1806 414.4 409.4 117.5 122.5 5 0 50 0
ADC-1807 519.2
ADC-1807 431.7 426.7 87.5 92.5 5 0 44 0
ADC-1807 426.7 421.7 92.5 97.5 5 0 46 0
ADC-1807 421.7 416.7 97.5 102.5 5 0 50 0
ADC-1807 416.7 411.7 102.5 107.5 5 0 50 0
ADC-1808 487.7
ADC-1808 430.6 425.6 57.1 62.1 5 0 29 0
ADC-1808 425.6 420.6 62.1 67.1 5 0 31 0
ADC-1808 420.6 415.6 67.1 72.1 5 0 34 0
ADC-1808 415.6 410.6 72.1 77.1 5 0 36 0
ADC-1809 468
ADC-1809 430.4 425.4 37.6 42.6 5 0 19 0
ADC-1809 425.4 420.4 42.6 47.6 5 0 21 0
ADC-1809 420.4 415.4 47.6 52.6 5 1.32 24 19.8099
ADC-1809 415.4 410.4 52.6 57.6 5 0 24 0
ADC-1908 508.8
ADC-1908 436.8 431.8 72 77 5 0 38.5 0
ADC-1908 431.8 426.8 77 82 5 0 41 0
ADC-1908 426.8 421.8 82 87 5 0 43.5 0
ADC-1914 488.6
ADC-1914 432.2 427.2 56.4 61.4 5 0 30.5 0
ADC-1914 427.2 422.2 61.4 66.4 5 0 33 0
ADC-1914 422.2 417.2 66.4 71.4 5 0 36 0
ADC-1914A 488.7
ADC-1914A 427.7 422.7 61 66 5 0 33 0
ADC-1914A 422.7 417.7 66 71 5 0 35.5 0
ADC-1914A 417.7 412.7 71 76 5 0 38 0
ADC-1915 477.8
ADC-1915 430.4 425.4 47.4 52.4 5 0 26 0
ADC-1915 425.4 420.4 52.4 57.4 5 0 29 0
ADC-1915 420.4 415.4 57.4 62.4 5 0 32.2 0
ADC-1915 415.4 410.4 62.4 67.4 5 0 34 0
ADC-1915 410.4 405.4 67.4 72.4 5 0 36 0
Average Flow Rate
(gpm)
0.0 Max Flow (gpm) 1.3 Average Lugeon Value 0.5 Max Lugeon 19.8
Standard Deviation
(gpm)
0.2 Standard Deviation 3.1
BIG CLIFTY LOWER SHALE
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_28of28_E-0000
H2EDTJEB
Sticky Note Completed set by H2EDTJEB
1-11
Table 1.3-1: Permeability Summary
Table 1.3-2: ADC 1801 permeability values.
Project: Prepared By: Date:
Subject: Checked By: Date:
Statistical Analysis of Rock Permeabilities
Loc.
Minimum ft/sec Average ft/sec Standard Deviation ft/sec
Maximum ft/sec Median ft/sec Variance
ADC-1915
3.82E-08
ADC/PZ-1914ADC/PZ-1910
4.94E-05
ADC-1807 ADC-1808 ADC-1809
21 Februray 2020
3.68E-06
ADC-1909
J. Baird 17 Mar 2020
R. Olson
ADC-1908
Phase 1 and 2 Drilling Overview
New Outlet Works
Geotechnical Exploration
ADC-1801 ADC-1802 ADC-1803 ADC-1804 ADC-1805 ADC-1806
Rough River Dam, Green River Basin, Kentucky
7.04E-05
P e rm e a b il it y ft /s e c
3.83E-06
4.30E-05
3.62E-06 3.01E-06
2.94E-05
3.51E-05 2.36E-07 1.59E-07
3.88E-07
5.96E-07 4.32E-06
6.34E-072.67E-07
9.95E-07 1.67E-08 3.14E-08 9.53E-07
3.19E-08
6.46E-08 9.00E-08
4.06E-08 1.75E-07
4.98E-07 5.89E-08
4.32E-08
5.04E-07 9.47E-071.40E-07 1.11E-07
3.32E-08 5.51E-08
3.21E-08 5.54E-08
6.98E-07
5.61E-08
1.55E-07
5.95E-07
2.68E-08
2.41E-10
1.67E-08
7.04E-05
6.06E-06
2.52E-07
1.55E-05
ADC/PZ-1914A
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
489.0 484.0 5.0 Mgb (sh-u)
484.0 479.0 5.0 Mgb (sh-u)
479.0 474.0 5.0 Mgb (ss)
474.0 469.0 5.0 Mgb (ss)
469.0 464.0 5.0 Mgb (ss)
464.0 459.0 5.0 Mgb (ss)
459.0 454.0 5.0 Mgb (ss)
454.0 449.0 5.0 Mgb (ss)
449.0 444.0 5.0 Mgb (ss)
444.0 439.0 5.0 Mgb (ss)
439.0 434.0 5.0 Mgb (int)
434.0 429.0 5.0 Mgb (sh-l)
429.0 424.0 5.0 Mgb (sh-l)
424.0 419.0 5.0 Mgb (sh-l)
419.0 414.0 5.0 Mgb (sh-l)
414.0 409.0 5.0 Mgb (sh-l)
Outside Diameter (in)
Core Size
5.0 0.0
Water
Loss
(gpm)
Length
Tested
(feet)
14.0 32.3 3.5
Pressure (ft water)
Gage Column Friction
Loss Net
0.0
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 1 Drilling
ADC-1801
4.63
515.8
512.3
0.0
PQ
0.0
38.0 0.0 87.7 3.5 0.0
41.5 3.5
48.5 3.5 0.0
3.88E-07
54.3 5.96E-07
0.0
3.5 0.0
3.5 0.0 63.5
3.5 0.083.1
0.0
0.1
50.8 3.5 0.05.0 0.1
5.0
29.0 5.0
32.0 5.0
5.0 0.1
41.0 5.0
22.0
36.0
0.0
0.0
0.0 66.9 3.5
60.0
91.2
98.1
21.0 5.0 0.0
24.0 5.0 0.0
3.5
26.0
0.00E+00
0.00E+00
0.00E+00
70.4 0.00E+00
77.3
86.6 2.67E-07
7,280
7,280
0.00E+00
Permeability
(ft/sec)
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
5.0
17.0 5.0
Tested
Length
(feet)
Elevation
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
18.0 5.0
Core Size
Outside Diameter (in)
42.7
45.0
35.8
0.0
0.0 0.0
39.2 3.5
7,280
7,280
7,280
Cp
7,280
7,280
7,280
7,280
94.6 3.5 0.0
7,280
7,28058.9
52.0
73.8
55.4
7,280
3.5 0.0 105.0 7,28044.0 5.0 0.0 101.5
3.5 0.0 109.7 7,28046.0 5.0 0.0 106.2
0.0 114.3 7,28048.0 5.0 0.0 110.8
Formation
3.5 0.0 118.9 7,28050.0 5.0 0.0 115.4
3.5
1-12
Table 1.3-3: ADC 1802 permeability values
Table 1.3-4: ADC 1803 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
528.9 523.9 5.0 Mgb (sh-u)
523.9 518.9 5.0 Mgb (sh-u)
518.9 513.9 5.0 Mgb (sh-u)
513.9 508.9 5.0 Mgb (sh-u)
508.9 503.9 5.0 Mgb (sh-u)
503.9 498.9 5.0 Mgb (sh-u)
498.9 493.9 5.0 Mgb (sh-u)
493.9 488.9 5.0 Mgb (sh-u)
488.9 483.9 5.0 Mgb (ss)
483.9 478.9 5.0 Mgb (ss)
478.9 473.9 5.0 Mgb (ss)
473.9 468.9 5.0 Mgb (ss)
468.9 463.9 5.0 Mgb (ss)
463.9 458.9 5.0 Mgb (ss)
458.9 453.9 5.0 Mgb (ss)
453.9 448.9 5.0 Mgb (ss)
448.9 443.9 5.0 Mgb (ss)
443.9 438.9 5.0 Mgb (ss)
438.9 433.9 5.0 Mgb (int)
433.9 428.9 5.0 Mgb (int)
428.9 423.9 5.0 Mgb (int)
423.9 418.9 5.0 Mgb (sh-l)
7,280 0.00E+00
50.0 15.0 0.0 115.4 28.3 0.0 0.00E+00143.7 7,280
143.7 7,280 0.00E+00
50.0 14.0 0.0 115.4 28.3 0.0
143.7 7,280 0.00E+00
143.7
50.0 13.0 0.0 115.4 28.3 0.0
50.0 12.0 0.0 115.4 28.3 0.0
3.32E-08
50.0 11.0 0.0 115.4 28.3 0.0 143.7 3.21E-08
7,280
48.0 10.0 0.0 110.8 28.3 0.0 139.1 7,280
45.0 9.0 0.1 103.8 28.3 0.0
43.0 8.0 0.0 99.2 28.3 0.0
40.0 7.0 0.3 92.3 28.3 0.0
37.0 6.0 0.0 85.4 28.3 0.0 7,280
7,280
7,280
0.0 83.1 28.3 0.0
127.5 7,280
132.1
Cp
7,280
7,280
7,280
7,280
7,280
Core Size
Outside Diameter (in)
17.0 5.0
Tested
Length
(feet)
Elevation
(feet)
Core Size
Outside Diameter (in)
5.0
Length
Tested
(feet)
0.00E+00
1.40E-07
Permeability
(ft/sec)
3.83E-06
0.00E+00
0.00E+00
0.00E+00
0.00E+00
9.95E-07
0.00E+00
4.06E-08
4.98E-07
113.7
120.6
0.00E+00
88.3
99.8
7,280
7,280
7,280
106.8
7,280
7,280
36.0 5.0 111.4
22.0 5.0
7,280
26.0
44.2
40.0
51.9
27.7
70.8
79.1
71.2
16.0 5.0 0.0
22.0 5.0 0.0
34.0 0.5
0.0
0.0
60.0
0.0
13.0 5.0 0.0
20.0
71.5
28.3
28.0 64.6 28.3
5.0
31.0 28.35.0 0.0 0.00E+00
0.05.0 0.0
0.0
0.0 50.8 28.3
46.2 25.0
0.0
0.00E+00
92.9 0.00E+00
5.0
0.0
0.00E+0036.9
5.0 7,280
0.0
0.0
20.0 0.0
0.0
39.2 5.0 0.0
50.8
15.0
78.5 28.3 0.0
30.0 10.0
ADC-1802
21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
528.9
500.6
0.0
PQ
Phase 1 Drilling
Water
Loss
(gpm)
New Outlet Works R. Olson
4.63
0.0
Pressure (ft water)
Gage Formation
12.0 27.7
Max. Water
Pressure
(psi)
Test
Duration
(min) Column
Friction
Loss Net
0.00.5
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
523.4 518.4 5.0 Mgh
518.4 513.4 5.0 Mgh
513.4 508.4 5.0 Mgh
508.4 503.4 5.0 Mgh
503.4 498.4 5.0 Mgh
498.4 493.4 5.0 Mgh
493.4 488.4 5.0 Mgh
488.4 483.4 5.0 Mgb (sh-u)
483.4 478.4 5.0 Mgb (ss)
478.4 473.4 5.0 Mgb (ss)
473.4 468.4 5.0 Mgb (ss)
468.4 463.4 5.0 Mgb (ss)
463.4 458.4 5.0 Mgb (ss)
458.4 453.4 5.0 Mgb (ss)
453.4 448.4 5.0 Mgb (ss)
448.4 443.4 5.0 Mgb (ss)
443.4 438.4 5.0 Mgb (ss)
438.4 433.4 5.0 Mgb (int)
433.4 428.4 5.0 Mgb (int)
428.4 423.4 5.0 Mgb (int)
423.4 418.4 5.0 Mgb (sh-l)
418.4 413.4 5.0 Mgc
413.4 408.4 5.0 Mgc
408.4 403.4 5.0 El
5.0 0.0
Water
Loss
(gpm)
Length
Tested
(feet)
10.0
Core Size
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Max. Water
Pressure
(psi)
23.1 17.8
Pressure (ft water)
Gage Column Friction
Loss Net
0.0
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 1 Drilling
ADC-1803
4.63
541.2
486.0
0.0
PQ
30.0 22.8 0.0
36.0 0.0 83.1 55.2 0.0
34.6 27.8
34.0
41.5 32.8 0.0
0.00E+00
126.7 0.00E+00
0.0
0.00.0 61.2 47.8
52.8
0.0
10.0
31.0 71.5 55.2 0.05.0 0.0
50.0
5.0
0.0
30.0 5.0
5.0 0.0
50.0 9.0
115.4 55.215.0 0.0
38.0 5.0 87.7 55.2
55.2
55.2
0.0
0.00E+00
18.0 5.0 0.0
20.0 5.0 0.0
26.5 5.0
4.32E-08
160.6
109.0 0.00E+00
122.0
133.7 7,280
7,280
7,280
5.51E-08
23.0 5.0
13.0 5.0
7,280
7,2800.0
0.0 53.1 42.8
Cp
7,280
7,280
7,280
1.11E-07
7,280
6.46E-08
7,280
0.00E+00
5.89E-08
0.00E+00
1.67E-08
Permeability
(ft/sec)
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
Core Size
Outside Diameter (in)
52.8
62.4
40.9
0.0
Test
Duration
(min)
15.0 5.0 0.0
0.0
138.3
142.9
55.2 0.078.5
7,280
7,28084.0
74.3
69.2
46.2
7,28095.9
37.8 0.0
0.0 149.8 7,28041.0 5.0 0.0 94.6
0.0 156.7 7,28044.0 5.0 0.0 101.5
55.2 1.0 160.4 7,28046.0 6.0 0.0 106.2
55.2 2.0 166.3 7,28049.0 7.0 0.1 113.1
55.2 3.0 167.6 7,28050.0 8.0 0.0 115.4
0.0 115.4 55.2 4.0 166.6 7,280 5.54E-08
55.2 5.0 165.6 7,28050.0 10.0 0.0 115.4 0.00E+00
0.00E+00
50.0 11.0 0.0 115.4 55.2 6.0
115.4 55.2
55.2
164.6 7,280 5.61E-08
55.2 7.0 163.6 7,280
9.0 161.6 7,280
50.0 12.0 0.0 115.4
50.0 13.0 0.0
Formation
50.0 14.0 0.0 115.4
8.0 162.6 7,280 0.00E+00
0.00E+00
1-13
Table 1.3-5: ADC 1804 permeability values
Table 1.3-6: ADC 1805 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
518.7 513.7 5.0 Mgh
513.7 508.7 5.0 Mgh
508.7 503.7 5.0 Mgh
503.7 498.7 5.0 Mgh
498.7 493.7 5.0 Mgh
493.7 488.7 5.0 Mgh
488.7 483.7 5.0 Mgh
483.7 478.7 5.0 Mgb (sh-u)
478.7 473.7 5.0 Mgb (ss)
473.7 468.7 5.0 Mgb (ss)
468.7 463.7 5.0 Mgb (ss)
463.7 458.7 5.0 Mgb (ss)
458.7 453.7 5.0 Mgb (ss)
453.7 448.7 5.0 Mgb (ss)
448.7 443.7 5.0 Mgb (ss)
443.7 438.7 5.0 Mgb (ss)
438.7 433.7 5.0 Mgb (ss)
433.7 428.7 5.0 Mgb (int)
428.7 423.7 5.0 Mgb (int)
423.7 418.7 5.0 Mgb (sh-l)
418.7 413.7 5.0 Mgc
413.7 408.7 5.0 Mgc
408.7 403.7 5.0 Mgc50.0 5.0 0.0 115.4 0.00E+0057.0 0.0 172.4 7,280
2.68E-08
50.0 5.0 0.0 115.4 57.0 0.0 172.4 7,280 0.00E+00
7,280 0.00E+00
50.0 5.0 0.0 115.4 57.0 0.0 172.4 7,280
172.4 7,280 0.00E+00
50.0 5.0 0.0 115.4 57.0 0.0 172.4
50.0 5.0 0.0 115.4 57.0 0.0
0.00E+00
50.0 5.0 0.0 115.4 57.0 0.0 172.4 0.00E+00
7,280
50.0 5.0 0.0 115.4 57.0 0.0 172.4 7,280
50.0 5.0 0.0 115.4 57.0 0.0
49.0 5.0 0.0 113.1 57.0 0.0
47.0 5.0 0.0 108.5 57.0 0.0
44.0 5.0 0.1 101.5 57.0 0.0 7,280
7,280
7,280
0.1 96.9 57.0 0.0
170.1 7,280
172.4
Cp
7,280
7,280
7,280
7,280
7,280
Core Size
Outside Diameter (in)
16.0 5.0
Tested
Length
(feet)
Elevation
(feet)
Core Size
Outside Diameter (in)
5.0
Length
Tested
(feet)
0.00E+00
0.00E+00
Permeability
(ft/sec)
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
3.14E-08
9.00E-08
1.75E-07
0.00E+00
158.5
165.5
0.00E+00
128.5
135.5
7,280
7,280
7,280
147.0
7,280
7,280
42.0 5.0 153.9
29.0 5.0
7,280
31.0
65.0
76.9
88.9
55.4
98.5
120.0
108.1
22.0 5.0 0.0
24.0 5.0 0.0
39.0 0.0
0.0
0.0
71.5
0.0
19.0 5.0 0.0
26.0
78.5
57.0
34.0 78.5 57.0
5.0
34.0 57.05.0 0.0 0.00E+00
0.05.0 0.0
0.0
0.0 66.9 53.1
60.0 48.1
0.0
0.00E+00
135.5 0.00E+00
5.0
0.0
0.00E+0050.8
5.0 7,280
0.0
0.0
43.1 0.0
0.0
36.9 28.1 0.0
55.4
38.1
90.0 57.0 0.0
43.8 33.1
ADC-1804
21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
541.8
484.8
0.0
PQ
Phase 1 Drilling
Water
Loss
(gpm)
New Outlet Works R. Olson
4.63
23.1
Pressure (ft water)
Gage Formation
14.0 32.3
Max. Water
Pressure
(psi)
Test
Duration
(min) Column
Friction
Loss Net
0.00.0
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
534.8 529.8 5.0 Mgh
529.8 524.8 5.0 Mgh
524.8 519.8 5.0 Mgh
519.8 514.8 5.0 Mgh
514.8 509.8 5.0 Mgh
509.8 504.8 5.0 Mgh
504.8 499.8 5.0 Mgh
499.8 494.8 5.0 Mgh
494.8 489.8 5.0 Mgh
489.8 484.8 5.0 Mgh
484.8 479.8 5.0 Mgb (sh-u)
479.8 474.8 5.0 Mgb (ss)
474.8 469.8 5.0 Mgb (ss)
469.8 464.8 5.0 Mgb (ss)
464.8 459.8 5.0 Mgb (ss)
459.8 454.8 5.0 Mgb (ss)
454.8 449.8 5.0 Mgb (ss)
449.8 444.8 5.0 Mgb (ss)
444.8 439.8 5.0 Mgb (ss)
439.8 434.8 5.0 Mgb (ss)
434.8 429.8 5.0 Mgb (int)
429.8 424.8 5.0 Mgb (int)
424.8 419.8 5.0 Mgb (sh-l)
419.8 414.8 5.0 Mgb (sh-l)
414.8 409.8 5.0 Mgc
409.8 404.8 5.0 Mgc
404.8 399.8 5.0 El0.00E+00
7,280 0.00E+00
50.0 5.0 0.0 115.4 63.2 0.0 178.6 7,280
178.6 7,280 0.00E+00
50.0 5.0 0.0 115.4 63.2 0.0 178.6
50.0 5.0 0.0 115.4 63.2 0.0
5.0 0.0
Water
Loss
(gpm)
Length
Tested
(feet)
6.3
Core Size
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Max. Water
Pressure
(psi)
14.4 12.5
Pressure (ft water)
Gage Column Friction
Loss Net
0.0
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 1 Drilling
ADC-1805
4.63
547.3
484.1
0.0
PQ
20.8 17.5 0.0
31.0 0.0 71.5 62.5 0.0
25.4 22.5
29.0
32.3 27.5 0.0
0.00E+00
114.8 0.00E+00
0.0
0.00.0 48.5 42.5
47.5
0.0
0.0
27.0 62.3 52.5 0.05.0 0.0
50.0
5.0
0.0
24.0 5.0
5.0 0.0
49.0 5.0
115.4 63.25.0 0.0
34.0 5.0 78.5 63.2
63.2
63.2
0.0
0.00E+00
14.0 5.0 7.6
16.0 5.0 0.0
21.0 5.0
0.00E+00
178.6
91.0 0.00E+00
102.9
124.4 7,280
7,280
7,280
0.00E+00
19.0 5.0
9.0 5.0
7,280
7,2800.0
0.0 43.8 37.5
Cp
7,280
7,280
7,280
5.04E-07
7,280
0.00E+00
7,280
0.00E+00
0.00E+00
0.00E+00
0.00E+00
Permeability
(ft/sec)
0.00E+00
2.94E-05
0.00E+00
0.00E+00
4.30E-05
0.00E+00
Core Size
Outside Diameter (in)
38.3
47.9
26.9
0.0
Test
Duration
(min)
11.0 5.0 8.9
0.0
134.0
141.7
57.5 0.066.9
7,280
7,28069.4
59.8
55.4
36.9
7,28081.3
32.5 0.0
0.0 146.3 7,28036.0 5.0 0.0 83.1
0.0 153.2 7,28039.0 5.0 0.0 90.0
63.2 0.0 157.8 7,28041.0 5.0 0.0 94.6
63.2 0.0 164.7 7,28044.0 5.0 0.4 101.5
63.2 0.0 169.4 7,28046.0 5.0 0.0 106.2
0.0 113.1 63.2 0.0 176.3 7,280 0.00E+00
63.2 0.0 178.6 7,28050.0 5.0 0.5 115.4 6.98E-07
1.55E-07
50.0 5.0 0.5 115.4 63.2 0.0
115.4 63.2
63.2
178.6 7,280 5.95E-07
63.2 0.0 178.6 7,280
0.0 178.6 7,280
50.0 5.0 0.1 115.4
50.0 5.0 0.0
Formation
50.0 5.0 0.0 115.4
0.0 178.6 7,280 0.00E+00
0.00E+00
1-14
Table 1.3-7: ADC 1806 permeability values.
Table 1.3-8: ADC 1807 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
519.4 514.4 5.0 Mgh
514.4 509.4 5.0 Mgh
509.4 504.4 5.0 Mgh
504.4 499.4 5.0 Mgh
499.4 494.4 5.0 Mgh
494.4 489.4 5.0 Mgh
489.4 484.4 5.0 Mgh
484.4 479.4 5.0 Mgb (sh-u)
479.4 474.4 5.0 Mgb (sh-u)
474.4 469.4 5.0 Mgb (ss)
469.4 464.4 5.0 Mgb (ss)
464.4 459.4 5.0 Mgb (ss)
459.4 454.4 5.0 Mgb (ss)
454.4 449.4 5.0 Mgb (ss)
449.4 444.4 5.0 Mgb (ss)
444.4 439.4 5.0 Mgb (ss)
439.4 434.4 5.0 Mgb (ss)
434.4 429.4 5.0 Mgb (int)
429.4 424.4 5.0 Mgb (int)
424.4 419.4 5.0 Mgb (sh-l)
419.4 414.4 5.0 Mgb (sh-l)
414.4 409.4 5.0 Mgc
409.4 404.4 5.0 Mgc
404.4 399.4 5.0 Mgc
*No Pressure Testing Due to Karst Features
*No Test Performed Due to Mechanical Problems
7,280 0.00E+00
169.8 7,280 0.00E+00
50.0 5.0 0.0 115.4 54.4 0.0 169.8
50.0 5.0 0.0 115.4 54.4 0.0
0.00E+00
50.0 5.0 0.0 115.4 54.4 0.0 169.8 7,280 0.00E+00
7,280 0.00E+00
50.0 5.0 0.0 115.4 54.4 0.0 169.8 7,280
167.5 7,280 0.00E+00
50.0 5.0 0.0 115.4 54.4 0.0 169.8
49.0 5.0 0.0 113.1 54.4 0.0
9.47E-07
46.0 5.0 0.0 106.2 54.4 0.0 160.6 7,280 0.00E+00
7,280 0.00E+00
44.0 5.0 0.6 101.5 54.4 0.0 155.9 7,280
144.4 7,280 0.00E+00
41.0 5.0 0.0 94.6 54.4 0.0 149.0
39.0 5.0 0.0 90.0 54.4 0.0
0.00E+00
36.0 5.0 0.0 83.1 54.4 0.0 137.5 7,280 0.00E+00
7,280 9.53E-07
34.0 5.0 0.0 78.5 54.4 0.0 132.9 7,280
121.3 7,280 0.00E+00
31.0 5.0 0.5 71.5 54.4 0.0 125.9
29.0 5.0 0.0 66.9 54.4 0.0
0.00E+00
26.5 5.0 0.0 61.2 52.5 0.0 113.7 7,280 0.00E+00
7,280 0.00E+00
25.0 5.0 0.0 57.7 47.5 0.0 105.2 7,280
21.3 5.0 0.0 49.0 42.5 0.0 91.5
0.00E+00
16.0 5.0 10.6 36.9 32.5 0.0 69.4 7,280 3.51E-05
7,280 0.00E+00
14.5 5.0 0.0 33.5 27.5 0.0 61.0 7,280
38.3 7,280 3.62E-06
11.0 5.0 0.0 25.4 22.5 0.0 47.9
0.0 26.3 7,280 7.04E-05
9.0 5.0 0.6 20.8 17.5 0.0
Permeability
(ft/sec)Gage Column Friction
Loss Net
Cp
13.8 12.5
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
Water
Loss
(gpm)
Pressure (ft water)
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
6.0 5.0 8.0
PQ 4.63 477.5
Core Size
Outside Diameter (in)
Core Size
ADC-1806 0.0 531.9
Formation
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 1 Drilling
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
486.7 481.7 5.0 Mgh
481.7 476.7 5.0 Mgb (sh-u)
476.7 471.7 5.0 Mgb (ss)
471.7 466.7 5.0 Mgb (ss)
466.7 461.7 5.0 Mgb (ss)
461.7 456.7 5.0 Mgb (ss)
456.7 451.7 5.0 Mgb (ss)
451.7 446.7 5.0 Mgb (ss)
446.7 441.7 5.0 Mgb (ss)
441.7 436.7 5.0 Mgb (ss)
436.7 431.7 5.0 Mgb (ss)
431.7 426.7 5.0 Mgb (int)
426.7 421.7 5.0 Mgb (sh-l)
421.7 416.7 5.0 Mgb (sh-l)
416.7 411.7 5.0 Mgb (sh-l)
411.7 406.7 5.0 Mgc
406.7 401.7 5.0 Mgc
Formation
0.00E+00
50.0 5.0 0.0 115.4 48.3 0.0 163.7 7,280 0.00E+00
7,280 0.00E+00
50.0 5.0 0.0 115.4 48.3 0.0 163.7 7,280
163.7 7,280 0.00E+00
50.0 5.0 0.0 115.4 48.3 0.0 163.7
50.0 5.0 0.0 115.4 48.3 0.0
0.00E+00
46.0 5.0 0.0 106.2 48.3 0.0 154.5 7,280 0.00E+00
7,280 0.00E+00
44.0 5.0 0.0 101.5 48.3 0.0 149.8 7,280
138.3 7,280 6.34E-07
41.0 5.0 0.0 94.6 48.3 0.0 142.9
39.0 5.0 0.4 90.0 48.3 0.0
0.00E+00
36.0 5.0 0.0 83.1 48.3 0.0 131.4 7,280 0.00E+00
7,280 0.00E+00
34.0 5.0 0.0 78.5 48.3 0.0 126.8 7,280
115.2 7,280 0.00E+00
31.0 5.0 0.0 71.5 48.3 0.0 119.8
29.0 5.0 0.0 66.9 48.3 0.0
0.00E+00
26.0 5.0 0.0 60.0 48.3 0.0 108.3 7,280 0.00E+00
7,280 0.00E+00
24.0 5.0 0.0 55.4 47.5 0.0 102.9 7,280
81.3 7,280 0.00E+00
21.0 5.0 0.0 48.5 42.5 0.0 91.0
0.0 69.4 7,280 0.00E+00
19.0 5.0 0.0 43.8 37.5 0.0
Permeability
(ft/sec)Gage Column Friction
Loss Net
16.0 5.0 0.0 36.9 32.5
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
Water
Loss
(gpm)
Pressure (ft water)
Cp
Core Size
Outside Diameter (in)
Core Size
Outside Diameter (in)
Tested Length
(feet)
Elevation
(feet)
ADC-1807 0.0 519.2
PQ 4.63 470.9
Phase 1 Drilling
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
1-15
Table 1.3-9: ADC 1808 permeability values
Table 1.3-10: ADC 1809 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
475.6 470.6 5.0 Mgh
470.6 465.6 5.0 Mgh
465.6 460.6 5.0 Mgb (sh-u)
460.6 455.6 5.0 Mbg (ss)
455.6 450.6 5.0 Mbg (ss)
450.6 445.6 5.0 Mbg (ss)
445.6 440.6 5.0 Mbg (ss)
440.6 435.6 5.0 Mbg (ss)
435.6 430.6 5.0 Mbg (ss)
430.6 425.6 5.0 Mgb (int)
425.6 420.6 5.0 Mgb (sh-l)
420.6 415.6 5.0 Mgb (sh-l)
415.6 410.6 5.0 Mgb (sh-l)
410.6 405.6 5.0 Mgc
405.6 400.6 5.0 Mgc41.5 5.0 0.0 95.8 21.7
0.0
0.0
39.0 5.0 0.0
7,280 0.00E+00
111.7 7,280 0.00E+00
104.8 7,280 0.00E+00
117.5
90.0 21.7
36.0 5.0 0.0 83.1 21.7 0.0
0.00E+00
34.0 5.0 0.0 78.5 21.7 0.0 100.2 7,280 0.00E+00
7,280 0.00E+00
31.0 5.0 0.0 71.5 21.7 0.0 93.2 7,280
81.7 7,280 0.00E+00
29.0 5.0 0.0 66.9 21.7 0.0 88.6
26.0 5.0 0.0 60.0 21.7 0.0
0.00E+00
24.0 5.0 0.0 55.4 21.7 0.0 77.1 7,280 0.00E+00
7,280 0.00E+00
21.0 5.0 0.0 48.5 21.7 0.0 70.2 7,280
58.6 7,280 2.36E-07
19.0 5.0 0.0 43.8 21.7 0.0 65.5
16.0 5.0 0.1 36.9 21.7 0.0
0.00E+00
14.0 5.0 0.0 32.3 21.7 0.0 54.0 7,280 0.00E+00
7,280 0.00E+00
11.0 5.0 0.0 25.4 21.7 0.0 47.1 7,280
30.6 7,280 0.00E+00
9.0 5.0 0.0 20.8 17.1 0.0 37.9
8.0 5.0 0.0 18.5 12.1 0.0
Water
Loss
(gpm)
Pressure (ft water)
Cp
Permeability
(ft/sec)Gage Column Friction
Loss Net
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
PQ 4.63 466.0
Core Size
Outside Diameter (in)
Core Size
ADC-1808 0.0 487.7
Formation
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 1 Drilling
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.9 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
460.4 455.4 5.0 Mgb (ss)
455.4 450.4 5.0 Mgb (ss)
450.4 445.4 5.0 Mgb (ss)
445.4 440.4 5.0 Mgb (ss)
440.4 435.4 5.0 Mgb (ss)
435.4 430.4 5.0 Mgb (int)
430.4 425.4 5.0 Mgb (sh-l)
425.4 420.4 5.0 Mgb (sh-l)
420.4 415.4 5.0 Mgb (sh-l)
415.4 410.4 5.0 Mgc
410.4 405.4 5.0 Mgc
405.4 400.4 5.0 Mgc0.00E+00
Formation
7,280 0.00E+00
31.0 5.0 0.0 71.5 15.1 0.0 86.6 7,280
70.5 7,280 0.00E+00
29.0 5.0 0.0 66.9 15.1 0.0 82.0
24.0 5.0 0.0 55.4 15.1 0.0
0.00E+00
24.0 5.0 1.3 55.4 15.1 0.0 70.5 7,280 4.32E-06
7,280 0.00E+00
21.0 5.0 0.0 48.5 15.1 0.0 63.6 7,280
52.0 7,280 0.00E+00
19.0 5.0 0.0 43.8 15.1 0.0 58.9
16.0 5.0 0.0 36.9 15.1 0.0
0.00E+00
14.0 5.0 0.0 32.3 15.1 0.0 47.4 7,280 0.00E+00
7,280 0.00E+00
11.0 5.0 0.0 25.4 15.1 0.0 40.5 7,280
26.4 7,280 0.00E+00
9.0 5.0 0.0 20.8 15.1 0.0 35.9
0.0 16.8 7,280 0.00E+00
6.0 5.0 0.0 13.8 12.6 0.0
Permeability
(ft/sec)Gage Column Friction
Loss Net
4.0 5.0 0.0 9.2 7.6
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
Water
Loss
(gpm)
Pressure (ft water)
Cp
Core Size
Outside Diameter (in)
Core Size
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
ADC-1809 0.0 468.0
PQ 4.63 452.9
Phase 1 Drilling
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
1-16
Table 1.3-11: ADC 1908 permeability values.
Table 1.3-12: ADC 1909 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
491.8 486.8 5.0 Mgb (sh-u)
486.8 481.8 5.0 Mgb (ss)
481.8 476.8 5.0 Mgb (ss)
476.8 471.8 5.0 Mgb (ss)
471.8 466.8 5.0 Mgb (ss)
466.8 461.8 5.0 Mgb (ss)
461.8 456.8 5.0 Mgb (ss)
456.8 451.8 5.0 Mgb (ss)
451.8 446.8 5.0 Mgb (ss)
446.8 441.8 5.0 Mgb (ss)
441.8 436.8 5.0 Mgb (int)
436.8 431.8 5.0 Mgb (int)
431.8 426.8 5.0 Mgb (sh-l)
426.8 421.8 5.0 Mgb (sh-l)
421.8 416.8 5.0 Mgc7,280 0.00E+00
Formation
124.5 7,280 0.00E+00
130.3
0.00E+00
118.7 7,280
46.0 5.0 0.0 106.2 24.1 0.0
43.5 5.0 0.0 100.4 24.1 0.0
41.0 5.0 0.0 94.6 24.1 0.0 0.00E+00
7,280 0.00E+00
38.5 5.0 0.0 88.8 24.1 0.0 112.9 7,280
101.4 7,280 3.19E-08
36.0 5.0 0.0 83.1 24.1 0.0 107.2
33.5 5.0 0.0 77.3 24.1 0.0
0.00E+00
31.0 5.0 0.0 71.5 24.1 0.0 95.6 7,280 0.00E+00
7,280 0.00E+00
28.5 5.0 0.0 65.8 24.1 0.0 89.9 7,280
78.3 7,280 0.00E+00
26.0 5.0 0.0 60.0 24.1 0.0 84.1
23.5 5.0 0.0 54.2 24.1 0.0
0.00E+00
21.0 5.0 0.1 48.5 24.1 0.0 72.6 7,280 1.59E-07
7,280 0.00E+00
18.5 5.0 0.0 42.7 24.1 0.0 66.8 7,280
53.2 7,280 0.00E+00
16.0 5.0 0.0 36.9 24.1 0.0 61.0
0.0 42.4 7,280 0.00E+00
13.5 5.0 0.0 31.2 22.0 0.0
Permeability
(ft/sec)Gage Column Friction
Loss Net
11.0 5.0 0.0 25.4 17.0
Length Tested (feet)
Max.
Water
Pressure
Test
Duration
(min)
Water
Loss
(gpm)
Pressure (ft water)
Cp
Core Size
Outside Diameter (in)
Core Size
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
ADC-1908 0.0 508.8
PQ 4.63 484.7
Phase 2 Drilling
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
529.8 524.8 5.0 Mgh
524.8 519.8 5.0 Mgh
519.8 514.8 5.0 Mgh
514.8 509.8 5.0 Mgh
509.8 504.8 5.0 Mgh
504.8 499.8 5.0 Mgh
499.8 494.8 5.0 Mgh
494.8 489.8 5.0 Mgh
489.8 484.8 5.0 Mgb (sh-u)
484.8 479.8 5.0 Mgb (ss)30.5 5.0 0.0 70.4 26.0 0.0
90.6 7,280 0.00E+00
96.4 7,280 0.00E+00
28.0 5.0 0.0 64.6 26.0 0.0
0.00E+00
15.5 5.0 0.0 35.8 26.0 0.0 61.8 7,280 0.00E+00
7,280 0.00E+00
13.0 5.0 0.0 30.0 26.0 0.0 56.0 7,280
67.5 7,280 0.00E+00
20.5 5.0 0.0 47.3 26.0 0.0 73.3
18.0 5.0 0.0 41.5 26.0 0.0
0.00E+00
15.5 5.0 0.0 35.8 26.0 0.0 61.8 7,280 0.00E+00
7,280 3.01E-06
13.0 5.0 0.0 30.0 21.0 0.0 51.0 7,280
29.5 7,280 3.68E-06
11.0 5.0 0.5 25.4 16.0 0.0 41.4
8.0 5.0 0.5 18.5 11.0 0.0
Water
Loss
(gpm)
Pressure (ft water)
Cp
Permeability
(ft/sec)Gage Column Friction
Loss Net
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
PQ 4.63 514.8
Core Size
Outside Diameter (in)
Core Size
ADC-1909 0.0 540.8
Formation
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 2 Drilling
1-17
Table 1.3-13: ADC 1910 permeability values.
Table 1.3-14: ADC 1914 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
517.4 512.4 5.0 Mgh
512.4 507.4 5.0 Mgh
507.4 502.4 5.0 Mgh
502.4 497.4 5.0 Mgh
497.4 492.4 5.0 Mgh
492.4 487.4 5.0 Mgh7,280 0.00E+00
*No Pressure Testing from 9 - 20 feet due to Karst Feature
81.0 7,280 0.00E+00
26.0 5.0 0.0 60.0 26.8 0.0 86.8
23.5 5.0 0.0 54.2 26.8 0.0
0.00E+00
21.0 5.0 0.0 48.5 26.8 0.0 75.3 7,280 0.00E+00
7,280 0.00E+00
18.0 5.0 0.0 41.5 26.8 0.0 68.3 7,280
51.3 7,280 4.94E-05
16.0 5.0 0.0 36.9 26.3 0.0 63.2
13.0 5.0 11.0 30.0 21.3 0.0
Permeability
(ft/sec)Gage Column Friction
Loss Net
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
Water
Loss
(gpm)
Pressure (ft water)
PQ 4.63 511.9
Cp
Core Size
Outside Diameter (in)
Core Size
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
ADC/PZ-1910 0.0 538.7
Formation
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 2 Drilling
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
472.2 467.2 5.0 Mgb (ss)
467.2 462.2 5.0 Mgb (ss)
462.2 457.2 5.0 Mgb (ss)
457.2 452.2 5.0 Mgb (ss)
452.2 447.2 5.0 Mgb (ss)
447.2 442.2 5.0 Mgb (ss)
442.2 437.2 5.0 Mgb (ss)
437.2 432.2 5.0 Mgb (int)
432.2 427.2 5.0 Mgb (int)
427.2 422.2 5.0 Mgb (sh-l)
422.2 417.2 5.0 Mgb (sh-l)36.0 5.0 0.0 83.1 26.6
0.0
0.0
33.0 5.0 0.0
7,280 0.00E+00
102.8 7,280 0.00E+00
97.0 7,280 0.00E+00
109.7
76.2 26.6
30.5 5.0 0.0 70.4 26.6 0.0
0.00E+00
28.0 5.0 0.0 64.6 26.6 0.0 91.2 7,280 0.00E+00
7,280 0.00E+00
25.5 5.0 0.0 58.8 26.6 0.0 85.4 7,280
73.9 7,280 0.00E+00
23.0 5.0 0.0 53.1 26.6 0.0 79.7
20.5 5.0 0.0 47.3 26.6 0.0
0.00E+00
18.0 5.0 0.0 41.5 26.6 0.0 68.1 7,280 0.00E+00
7,280 0.00E+00
15.5 5.0 0.0 35.8 26.4 0.0 62.2 7,280
258.7 7,280 0.00E+00
13.0 5.0 0.0 30.0 21.4 0.0 51.4
105.0 5.0 0.0 242.3 16.4 0.0
Water
Loss
(gpm)
Pressure (ft water)
Cp
Permeability
(ft/sec)Gage Column Friction
Loss Net
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
PQ 4.63 462.0
Core Size
Outside Diameter (in)
Core Size
ADC/PZ-1914 0.0 488.6
Formation
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 2 Drilling
1-18
Table 1.3-15: ADC 1914A permeability values.
Table 1.3-16: ADC 1915 permeability values.
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
472.7 467.7 5.0 Mgb (ss)
467.7 462.7 5.0 Mgb (ss)
462.7 457.7 5.0 Mgb (ss)
457.7 452.7 5.0 Mgb (ss)
452.7 447.7 5.0 Mgb (ss)
447.7 442.7 5.0 Mgb (ss)
442.7 437.7 5.0 Mgb (ss)
437.7 432.7 5.0 Mgb (int)
432.7 427.7 5.0 Mgb (int)
427.7 422.7 5.0 Mgb (sh-l)
422.7 417.7 5.0 Mgb (sh-l)
417.7 412.7 5.0 Mgb (sh-l)
412.7 407.7 5.0 Mgc
407.7 402.7 5.0 Mgc
402.7 397.7 5.0 El45.5 5.0 0.0 105.0 26.2
0.0
0.0
43.0 5.0 0.0
7,280 0.00E+00
125.4 7,280 0.00E+00
119.7 7,280 0.00E+00
131.2
99.2 26.2
40.5 5.0 0.0 93.5 26.2 0.0
0.00E+00
38.0 5.0 0.0 87.7 26.2 0.0 113.9 7,280 0.00E+00
7,280 0.00E+00
35.5 5.0 0.0 81.9 26.2 0.0 108.1 7,280
96.6 7,280 0.00E+00
33.0 5.0 0.0 76.2 26.2 0.0 102.4
30.5 5.0 0.0 70.4 26.2 0.0
0.00E+00
28.0 5.0 0.0 64.6 26.2 0.0 90.8 7,280 0.00E+00
7,280 0.00E+00
25.5 5.0 0.0 58.8 26.2 0.0 85.0 7,280
73.5 7,280 0.00E+00
23.0 5.0 0.0 53.1 26.2 0.0 79.3
20.5 5.0 0.0 47.3 26.2 0.0
0.00E+00
18.0 5.0 0.0 41.5 26.2 0.0 67.7 7,280 0.00E+00
7,280 0.00E+00
15.5 5.0 0.0 35.8 26.0 0.0 61.8 7,280
40.2 7,280 0.00E+00
13.0 5.0 0.0 30.0 21.0 0.0 51.0
10.5 5.0 0.0 24.2 16.0 0.0
Water
Loss
(gpm)
Pressure (ft water)
Cp
Permeability
(ft/sec)Gage Column Friction
Loss Net
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
PQ 4.63 462.5
Core Size
Outside Diameter (in)
Core Size
ADC/PZ-1914A 0.0 488.7
Formation
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 2 Drilling
Project: Prepared By: Date:
Subject: Checked By: Date:
Rock Permeability from Borehole Pressure Testing Ref: Erdmann, F.W. Borehole Pressure Test Procedures . 27 December 2001
Boring No. Angle (fom Vertical) deg Top of Ground Elevation feet
Core Size (see table below) Core Diameter in Ground Water Elevation feet
RW RX EW EX AW AX BW BX NW NX HW HX PW PX SW SX UW UX ZW ZX
1.44 1.44 1.81 1.81 2.25 2.25 2.88 2.88 3.5 3.5 4.5 4.5 5.5 5.5 6.63 6.63 7.63 7.63 8.63 8.63
AQ BQ NQ HQ PQ
1.75 2.19 2.75 3.5 4.63
469.8 464.8 5.0 Mgb (ss)
464.8 460.4 4.4 Mgb (ss)
460.4 455.4 5.0 Mgb (ss)
455.4 450.4 5.0 Mgb (ss)
450.4 445.4 5.0 Mgb (ss)
445.4 440.4 5.0 Mgb (ss)
440.4 435.4 5.0 Mgb (ss)
435.4 430.4 5.0 Mgb (ss)
430.4 425.4 5.0 Mgb (sh-l)
425.4 420.4 5.0 Mgb (sh-l)
420.4 415.4 5.0 Mgb (sh-l)
415.4 410.4 5.0 Mgc
410.4 405.4 5.0 Mgc
405.4 400.4 5.0 Mgc
New Outlet Works R. Olson 21 Februray 2020
Rough River Dam, Green River Basin, Kentucky J. Baird 17 Mar 2020
Phase 2 Drilling
ADC-1915 0.0 477.8
PQ 4.63 460.5
Core Size
Outside Diameter (in)
Core Size
Outside Diameter (in)
Tested
Length
(feet)
Elevation
(feet)
Length
Tested
(feet)
Max. Water
Pressure
(psi)
Test
Duration
(min)
Water
Loss
(gpm)
Pressure (ft water)
Cp
Permeability
(ft/sec)Gage Column Friction
Loss Net
7.0 5.0 0.0 16.2 8.0 0.0 24.2 7,280 3.82E-08
8.0 5.0 0.0 18.5 13.0 0.0 31.5 7,948 0.00E+00
11.0 5.0 0.0 25.4 17.3 0.0 42.7 7,280 0.00E+00
13.5 5.0 0.0 31.2 17.3 0.0 48.5 7,280 0.00E+00
16.0 5.0 0.0 36.9 17.3 0.0 54.2 7,280 0.00E+00
18.0 5.0 0.0 41.5 17.3 0.0 58.8 7,280 0.00E+00
21.0 5.0 0.0 48.5 17.3 0.0 65.8 7,280 0.00E+00
24.0 5.0 0.0 55.4 17.3 0.0 72.7 7,280 0.00E+00
26.0 5.0 0.0 60.0 17.3 0.0 77.3 7,280 0.00E+00
29.0 5.0 0.0 66.9 17.3 0.0 84.2 7,280 0.00E+00
32.2 5.0 0.0 74.3 17.3 0.0 91.6 7,280 0.00E+00
34.0 5.0 0.0 78.5 17.3 0.0 95.8 7,280 0.00E+00
36.0 5.0 0.0 83.1 17.3 0.0 100.4 7,280 0.00E+00
Formation
105.0 7,280 0.00E+0038.0 5.0 0.0 87.7 17.3 0.0
| COVER 28 of 28 |
| Appendix E |
| Table of Contents |
| Piezometer Plots |
| Lugeon Values |
| Permeabilities |
File details come from the government source that posted it. Updated .