BOREHOLE GEOPHYSICAL LOGGING RAGGED MOUNTAIN PROJECT CHARLOTTESVILLE, VIRGINIA

Transcription

1 BOREHOLE GEOPHYSICAL LOGGING RAGGED MOUNTAIN PROJECT CHARLOTTESVILLE, VIRGINIA Prepared for: Black & Veatch Corporation Montgomery Village Avenue, Suite 500 Gaithersburg, Maryland Prepared by: Hager-Richter Geoscience, Inc. 846 Main Street Fords, New Jersey File 10RG22 August, Hager-Richter Geoscience, Inc.

2 August 25, 2010 File 10RG22 CONSULTANTS IN GEOLOGY AND GEOPHYSICS 846 MAIN STREET FORDS, NEW JERSEY TELEPHONE (732) FAX (732) Gregory A. Zamensky, P.E. Regional Practice Leader Tel: Dams, Levees, and Reservoirs Practice Fax: Black & Veatch Corporation Cell: Montgomery Village Avenue, Suite Gaithersburg, Maryland RE: Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia Dear Mr. Zamensky: In this report, we summarize the results of borehole geophysical logging conducted by Hager-Richter Geoscience, Inc. (Hager-Richter) in three (3) exploratory boreholes on the Ragged Mountain Dam in Charlottesville, Virginia for Black & Veatch (B&V) in July, The scope of work was specified by B&V. Introduction B&V requested borehole geophysical logging as part of a geotechnical investigation of the Ragged Mountain Dam in Charlottesville, Virginia. The Ragged Mountain Dam is an earth embankment dam on the Charlottesville Reservoir. The general location of the site is shown in Figure 1, and the approximate locations of the logged boreholes are shown in Figure 2. B&V was interested in inspecting the condition of the concrete and bedrock intersected by three exploratory boreholes drilled through the concrete dam and into the bedrock below the dam. In particular, B&V was interested in inspecting the contact between the concrete and bedrock. The boreholes were designated BV-1, BV-2, and BV-3. The boreholes were open-hole throughout HQ-cored (3.8-inch diameter) concrete and bedrock portions of the boreholes. The datum for depths in this report is the top of the concrete dam. According to B&V, the bedrock penetrated by the logged boreholes is schist. The borehole geophysical logging program consisted of optical televiewer (OTV) and acoustic televiewer (ATV). SALEM, NEW HAMPSHIRE FORDS, NEW JERSEY

3 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 Objectives The objectives of the borehole geophysical logging program were to provide information on the condition of the concrete and bedrock intersected by three exploratory boreholes drilled through the Ragged Mountain Dam, especially at the contact between the concrete and bedrock. Field Operations Robert Garfield and Nicholas DeCristofaro of Hager-Richter conducted the field operations on July 16, The project was coordinated with Mr. Gregory Zamensky. P.E., of B&V. Mr. Brandon Gomer, also of B&V, was present during field operations. Data analysis and interpretation were completed at the Hager-Richter offices. Original data and field notes reside in the Hager-Richter files and will be retained for at least three years. Preliminary results were provided to B&V electronically by on July 17, 2010 Equipment A Mount Sopris Matrix portable digital logging system was used with a 4MXA-1000 winch for the borehole geophysical logging. Data were recorded in digital format using a PC. Data were displayed in real time in the field and were processed in the office using WellCAD v4.3, commercially licensed software. Optical Televiewer. An ALT OBI-40 optical televiewer (OTV) probe was used for this project. The OTV acquires a high resolution, effectively continuous, magnetically oriented, 360 image of the borehole wall. The image can be used to inspect the condition of concrete and to detect bedrock structures such as fractures, foliation, and bedding and to provide information about lithology. The probe includes a 3-axis magnetometer and three accelerometers to orient the image and to provide borehole deviation data that are used to correct structure orientations from apparent to true orientations. Acoustic Televiewer. An ALT ABI-40 acoustic televiewer (ATV) probe was used for this project. The ATV acquires a high resolution, effectively continuous, magnetically oriented, 360 image of the borehole wall using the reflected signal of sound waves in the ultrasonic frequency range. Both amplitude and travel time of the reflected signal are recorded and can be used to inspect the condition of concrete and to detect bedrock structures such as fractures, foliation, and bedding. The probe includes a 3-axis magnetometer and three accelerometers to orient the image and to provide borehole deviation data that are used to correct structure orientations from apparent to true orientations. ATV travel time data can also be used to calculate an acoustic caliper log. The acoustic caliper log measures the average borehole diameter as a function of depth. The acoustic caliper log is derived from the travel time data and the velocity of the acoustic signal in water. The Page 2 of 38

4 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 acoustic caliper log is used to locate possible fractures and to aid in the interpretation of other borehole geophysical logs. Limitations of the Methods With the 4MXA-1000 winch, the logging cable passes over a calibrated wheel, and an encoder counts the revolutions, which are converted to depth. Slippage of the logging cable may occur, resulting in errors in recorded depth. At the beginning and end of a logging run, fiducial depths (commonly ground surface or top of casing) are measured and are compared to determine if slippage occurred. Optical Televiewer. OTV data can be acquired in both air and optically clear water-filled boreholes. If the borehole is water-filled, the clarity of the water directly affects the quality of the OTV image. The OTV probe must be centralized in the borehole to acquire optimal images of the borehole wall. If the borehole wall is rough and/or irregular or the diameter of the open borehole is larger than the diameter of the casing, the probe may not be adequately centralized and the quality of the optical images may be compromised. The OTV logs are used to determine the depth and orientation of fractures and other planar features intersected by a borehole. In some cases, natural planar features in the bedrock, such as mineral veins, bedding, and foliation may appear to be fractures in the OTV logs, but are not actual discontinuities in the bedrock. The OTV images are also used to provide information about lithology. The accuracy of the orientation measured by the OBI-40, as stated by the manufacturer, is ±0.5 for the inclination data and ±1 for the azimuth data. The OBI-40 relies on the earth s magnetic field to determine azimuth. Therefore, in areas where the magnetic field may be significantly affected by local magnetic objects, the dip azimuths reported in the logs may be compromised. Specifically, the dip azimuth of bedrock structures and the borehole deviation data within approximately five feet of steel casing are not accurate. However, the depth and dip angle of bedrock structures within five feet of steel casing are accurate. Acoustic Televiewer. ATV logging requires that liquid be present in the portion of the borehole to be logged. However, the liquid does not need to be optically clear. The ATV probe must be centralized in the borehole to acquire optimal images of the borehole wall. If the borehole wall is rough and/or irregular or the diameter of the open borehole is larger than the diameter of the casing, the probe may not be adequately centralized and the quality of the acoustic images may be compromised. Page 3 of 38

5 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 The ATV logs are used to determine the depth and orientation of fractures and other planar features intersected by a borehole. In some cases, natural planar features in the bedrock, such as mineral veins, bedding, and foliation may appear to be fractures in the ATV logs, but are not actual discontinuities in the bedrock. The accuracy of the orientation measured by the ABI-40, as stated by the manufacturer, is ±0.5 for the inclination data and ±1 for the azimuth data. The ABI-40 relies on the earth s magnetic field to determine azimuth. Therefore, in areas where the magnetic field may be significantly affected by local magnetic objects, the accuracy of dip azimuths reported in the logs may be reduced. Specifically, the dip azimuth data of bedrock structures and the borehole deviation data within approximately five feet of steel casing are not accurate. However, the depth and dip angle of bedrock structures within approximately five feet of steel casing are accurate. The acoustic caliper data are unlikely to indicate the presence of high angle fractures or fractures with small aperture. High angle fractures with large aperture may show small enlargements in the caliper log at both the top and bottom of the intersection of the fracture with the borehole wall. It also may be difficult to identify fractures in the caliper log located near the bottom of casing where an enlargement commonly occurs and may be due to causes other than natural fractures. Field Procedures & Data Acquisition Adequate tension was maintained with the logging cable during the borehole geophysical logging and the depth encoder was cleaned after each logging run in order to maintain accurate depth measurements. Repeat sections were acquired to verify depth consistency. In addition, at the beginning and end of each logging run, a fiducial depth (top of casing or ground surface) was measured and checked for consistency. The OTV data were acquired with a sampling interval of 0.01 feet at a logging rate of 5 feet/minute. The ATV data were acquired with a sampling interval of 0.01 feet at a logging rate of 7 feet/minute. Data Processing The processing consists mainly of selecting scales, filters, and the layout of the tracks. In addition, the OTV and ATV data require determining the depth, orientation, and category of the bedrock structures detected. To increase the quality of the OTV images, the brightness and contrast of the images were adjusted. To increase the quality of the images, the ATV travel time images were digitally centralized. The ATV amplitude images can be normalized, although normalization was not applied to the ATV amplitude data for this project. Page 4 of 38

6 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 Data Interpretation & Presentation Fractures and weathered zones in the concrete and bedrock can be identified on the basis of the OTV images, ATV amplitude images, and ATV travel time images. Some, if not most, of the criteria for identifying fractures in the OTV and ATV data require a judgment call, and different log analysts will not necessarily make the same call. Hence, some of the bedrock structures identified as fractures may not be fractures. Bedding, foliation, veins, and other planar geologic features in the rock may appear similar to fractures in the borehole geophysical data. The datum for depths in this report is the top of the concrete dam. The depth of bedrock structures are reported as the average depth of the top and bottom intersections of each bedrock structure and the borehole wall. The orientation of bedrock structures (fractures, bedding, foliation, veins, and other planar geologic features) are reported as the dip azimuth (dip direction) and dip angle of each structure. The dip azimuth is perpendicular to strike as used commonly by geologists. The televiewer logs and the dip azimuth data are referenced to magnetic north and the dip angle data are reported from horizontal. Bedrock structures detected in the televiewer logs are grouped into five categories: Fracture Rank 1, Fracture Rank 2, Fracture Rank 3, Fracture Rank 4, and Foliation and Veins. The categories are shown as color-coded lines and symbols on the structure projection plots, tadpole plots, and on the structure statistics plots. Figure 3 explains the bedrock structure categories and Figure 4 explains how to read the tadpole plots. Fracture Rank 1 describes minor fractures that are not distinct and may not be continuous around the borehole. Fracture Rank 2 describes intermediate fractures that are distinct and continuous around the borehole with little or no apparent aperture. Fracture Rank 3 describes intermediate fractures that are distinct and continuous around the borehole with some apparent aperture. Fracture Rank 4 describes major fractures that are distinct with continuous apparent aperture around the borehole. The Foliation and Veins category consists of planar geologic structures in the bedrock interpreted as foliation or veins. The structure projection plots, sinusoidal curves in the log track labeled Structure Projection, display the depth, orientation, and category of the bedrock structures detected in the televiewer data. Bedrock structures are essentially planar for short distances such as the intersection of the open borehole and the bedrock structure. The intersection of a plane, the bedrock structure, with a cylinder, the borehole, is a circle on the plane. When the circle is unwrapped and plotted as it is in the structure projection plots, the circle plots as a sine curve as shown in Figure 5. The orientation of structures plotted in the structure projection plots are referenced to magnetic north. The structures plotted in the structure projection plots are not corrected for borehole deviation. Therefore, the orientation of the structures are referred to as apparent orientations (that is, apparent dip angle and apparent dip azimuth). The true orientation (that is, true dip angle and true dip azimuth) of the detected bedrock structures are Page 5 of 38

7 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 shown in the log track labeled Tadpole Plot. The correction from apparent to true orientation is made using the borehole deviation data acquired by the televiewer probes (OTV and ATV probes). The tadpole plots are created from the structure projection plots after the data are corrected from apparent to true dip azimuth and dip angle as previously discussed. The tadpole plots graphically display the depth, orientation, and category of the bedrock structures interpreted from the televiewer images. The orientation of bedrock structures are graphically displayed on the tadpole plots by a tadpole made up of a circle, the head, and a line, the tail. The position of the head, left to right on the tadpole plot, gives the dip angle of the bedrock structure. The left side of the track indicates a dip angle of 0 and the right side of the track indicates a dip angle of 90 from horizontal. The position of the tail gives the dip azimuth of the fracture and can be read like a compass. The tail pointing directly up is 0, magnetic north. We note explicitly that dip azimuth is perpendicular to strike as the term is used by geologists. Results The general location of the site is shown in Figure 1, and Figure 2 shows the approximate locations of the logged boreholes. The borehole geophysical logs are given in Appendix 1, the bedrock structure statistics plots are given in Appendix 2, and the tables of bedrock structures are given in Appendix 3. The datum for depths in this report is the top of the concrete dam. The televiewer logs and the dip azimuth data are referenced to magnetic north and the dip angle data are reported from horizontal. The boreholes were designated BV-1, BV-2, and BV-3. The boreholes were open-hole throughout HQ-cored (3.8-inch diameter) concrete and bedrock portions of the boreholes. According to B&V, the bedrock penetrated by the logged boreholes is schist. The depth and condition of the contact between concrete and bedrock in each of the logged boreholes are reported in Table 1. Table 1 Summary of the Concrete/Bedrock Interface in the Logged Boreholes Borehole BV-1 BV-2 BV-3 of the Concrete/Bedrock Interface 53.7 feet 64.1 feet 40.4 feet Interface Conditions competent contact with no weathering & no void space competent contact with minor weathering & no void space competent contact with no weathering & no void space Page 6 of 38

8 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 The OTV and ATV logs indicate that the concrete in the logged boreholes is generally competent with few fractures and few signs of weathering. Most of the fractures and indications of weathering in the concrete occur either at the interface between concrete and aggregate in the concrete or within larger pieces of aggregate in the concrete. s of fractures and weathering are reported as text overlaid on the ATV travel time track on the borehole geophysical logs in Appendix 1. The three boreholes were drilled about 15 to 17 feet into bedrock. The OTV and ATV logs indicate that the bedrock in the logged boreholes is generally competent with few fractures and few signs of weathering. The number of bedrock structures interpreted as fractures and foliation/veins in the logged boreholes and the most prominent orientations of fractures and foliation/veins detected in the logged boreholes are reported in Table 2 and are evident in the bedrock structure statistics plots in Appendix 2. Table 2 Summary of Bedrock Structure Statistics Bedrock Structure Number of Structures Most Prominent Dip Azimuth Mean Dip Angle Fractures 59 approximately east ( ) 41 from horizontal Foliation & Veins 32 no prominent dip azimuth 54 from horizontal Limitations on the Use of this Report This letter report was prepared for the exclusive use of Black & Veatch (Client). No other party shall be entitled to rely on this Report or any information, documents, records, data, interpretations, advice or opinions given to Client by Hager-Richter Geoscience, Inc. in the performance of its work. The Report relates solely to the specific project for which Hager- Richter has been retained and shall not be used or relied upon by Client or any third party for any variation or extension of this project, any other project or any other purpose without the express written permission of Hager-Richter. Any unpermitted use by Client or any third party shall be at Client's or such third party's own risk and without any liability to Hager-Richter. Hager-Richter has used reasonable care, skill, competence and judgment in the performance of its services for this project consistent with professional standards for those providing similar services at the same time, in the same locale, and under like circumstances. Unless otherwise stated, the work performed by Hager-Richter should be understood to be exploratory and interpretational in character and any results, findings or recommendations contained in this Report or resulting from the work proposed may include decisions which are judgmental in nature and not necessarily based solely on pure science or engineering. It should be noted that our conclusions might be modified if subsurface conditions were better delineated Page 7 of 38

9 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 with additional subsurface exploration including, but not limited to, test pits, soil borings with collection of soil and water samples, and laboratory testing. Except as expressly provided in this limitations section, Hager-Richter makes no other representation or warranty of any kind whatsoever, oral or written, expressed or implied; and all implied warranties of merchantability and fitness for a particular purpose, are hereby disclaimed. If you have any questions or comments on this report, please contact us at your convenience. It has been a pleasure to work with B&V on this project. We look forward to working with you again in the future. Sincerely yours, Robert Garfield Senior Borehole Geophysicist Enclosures: Dorothy Richter, P.G. President Figures: Appendix 1: Appendix 2: Appendix 3: Figure 1. General Site Location Figure 2. Borehole Location Plan Figure 3. Key to Bedrock Structure Categories Figure 4. Tadpole Plot Explanation Figure Figure 5. Televiewer Explanation Figure Borehole Geophysical Logs Bedrock Structure Statistics Plots Tables of Bedrock Structures Page 8 of 38

10 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 FIGURES Page 9 of 38

11 Page 10 of 38

12 Page 11 of 38

13 Tadpole Structure Category (Symbol Color) Description Fracture Rank 1 (Light Blue) Minor Fracture - not distinct and may not be continuous around the borehole Fracture Rank 2 (Blue) Intermediate Fracture - distinct and continuous around the borehole with little or no apparent aperture Fracture Rank 3 (Light Green) Intermediate Fracture - distinct and continuous around the borehole with some apparent aperture Fracture Rank 4 (Red) Major Fracture - distinct with continuous apparent aperture around the borehole Foliation or Vein (Orange) Planar geologic feature interpreted as foliation or a vein Figure 3. Key to bedrock structure categories. Page 12 of 38

14 Tadpole Plot (feet) 0 90 Dip (degrees) Dip Azimuth = 40 Dip Angle = 45 Bedrock Structure Figure 4. Tadpole plot explanation figure. The orientation of the bedrock structures is graphically displayed by a tadpole made up of a circle, the head, and a line, the tail. The position of the head, left to right on the tadpole plot, gives the dip angle of the structure. The left side of the track indicates a dip angle of 0, and the right side of the track indicates a dip angle of 90 from horizontal. The position of the tail gives the dip azimuth of the structure and can be read like a compass. The tail pointing directly up is 0, magnetic north. Page 13 of 38

15 Figure 5. Televiewer explanation figure. The image on the left depicts a planar structure in red, such as a fracture or bedding plane, intersecting a borehole wall. The image on the right depicts the same structure unwrapped as it would be displayed in an optical televiewer (OTV) or acoustic televiewer (ATV) log. Figure modified from: Garfield, R.L., Day-Lewis, F.D., Gray, M.B., Johnson, C.D., Williams, J.H. and Day-Lewis, A.D.F., 2003, Fractured-Rock Aquifer Characterization within a Regional Geologic Context: Results from the Bucknell University Hydrogeophysics Test Site, GSA Northeastern Section, 38th Annual Meeting, Paper No Page 14 of 38

16 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 APPENDIX 1 BOREHOLE GEOPHYSICAL LOGS Page 15 of 38

17 846 Main Street Fords, NJ Phone: Fax: BOREHOLE: BV-1 BOREHOLE GEOPHYSICAL LOGS DATE LOGGED: July 16, 2010 CLIENT: Black & Veatch H-R FILE: 10RG22 PROJECT: Ragged Mountain Project LOG DATUM: Top of the Concrete Dam LOCATION: Charlottesville, Virginia TOP OF DAM ELEVATION: Feet LOGGING GEOPHYSICISTS: R. Garfield & N. DeCristofaro ORIENTATION REFERENCE: Magnetic North PROJECT REPS. ONSITE: Brandon Gomer BOREHOLE DIAMETER: 3.8 Inches (HQ-Cored) LOGS PROCESSED BY: Robert Garfield WATER LEVEL DEPTH: 12.5 Feet BEDROCK STRUCTURE LEGEND Fracture Rank 1 Fracture Rank 2 Fracture Rank 3 Fracture Rank 4 Foliation or Vein NOTE: Water was added to the borehole in order to acquire ATV data. BV-1 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core Structure Projection Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Page 16 of 38

18 e BV-1 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude Acoustic Caliper 3.5 Structure Projection (Inches) 5 Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Page 17 of 38 OTV Virtual Core 18

19 e BV-1 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude Acoustic Caliper 3.5 Structure Projection (Inches) 5 Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Page 18 of 38 OTV Virtual Core 18

20 BV-1 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core 46 Structure Projection Tadpole Plot 0 (Degrees) bottom of concrete & top of bedrock Page 19 of 38

21 BV-1 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core Structure Projection Tadpole Plot 0 (Degrees) Page 20 of 38

22 846 Main Street Fords, NJ Phone: Fax: BOREHOLE: BV-2 BOREHOLE GEOPHYSICAL LOGS DATE LOGGED: July 16, 2010 CLIENT: Black & Veatch H-R FILE: 10RG22 PROJECT: Ragged Mountain Project LOG DATUM: Top of the Concrete Dam LOCATION: Charlottesville, Virginia TOP OF DAM ELEVATION: Feet LOGGING GEOPHYSICISTS: R. Garfield & N. DeCristofaro ORIENTATION REFERENCE: Magnetic North PROJECT REPS. ONSITE: Brandon Gomer BOREHOLE DIAMETER: 3.8 Inches (HQ-Cored) LOGS PROCESSED BY: Robert Garfield WATER LEVEL DEPTH: 6.6 Feet BEDROCK STRUCTURE LEGEND Fracture Rank 1 Fracture Rank 2 Fracture Rank 3 Foliation or Vein NOTE: Water was added to the borehole in order to acquire ATV data. BV-2 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core Structure Projection Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate 12 Page 21 of 38

23 e BV-2 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude Acoustic Caliper 3.5 Structure Projection (Inches) 5 Tadpole Plot 0 (Degrees) Page 22 of 38 OTV Virtual Core 18

24 e BV-2 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude Acoustic Caliper 3.5 Structure Projection (Inches) 5 Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Page 23 of 38 OTV Virtual Core 18

25 e BV-2 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude Acoustic Caliper 3.5 Structure Projection (Inches) 5 Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Page 24 of 38 OTV Virtual Core 18

26 BV-2 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core Structure Projection Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate 64 bottom of concrete & top of bedrock Page 25 of 38

27 BV-2 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core Structure Projection Tadpole Plot 0 (Degrees) Page 26 of 38

28 846 Main Street Fords, NJ Phone: Fax: BOREHOLE: BV-3 BOREHOLE GEOPHYSICAL LOGS DATE LOGGED: July 16, 2010 CLIENT: Black & Veatch PROJECT: Ragged Mountain Project LOCATION: Charlottesville, Virginia LOGGING GEOPHYSICISTS: R. Garfield & N. DeCristofaro PROJECT REPS. ONSITE: Brandon Gomer LOGS PROCESSED BY: Robert Garfield H-R FILE: LOG DATUM: TOP OF DAM ELEVATION: ORIENTATION REFERENCE: BOREHOLE DIAMETER: WATER LEVEL DEPTH: 10RG22 Top of the Concrete Dam Feet Magnetic North 3.8 Inches (HQ-Cored) 6.1 Feet BEDROCK STRUCTURE LEGEND Fracture Rank 1 Fracture Rank 2 Foliation or Vein NOTE: Water was added to the borehole in order to acquire ATV data. BV-3 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core Structure Projection Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Page 27 of 38

29 e BV-3 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude (Inches) 5 Tadpole Plot 0 (Degrees) fractured/weathered concrete/aggregate Structure Projection Acoustic Caliper fractured/weathered concrete/aggregate fractured/weathered concrete/aggregate Page 28 of 38 OTV Virtual Core 18

30 e BV-3 - Borehole Geophysical Logs ATV Travel Time OTV Image ATV Amplitude Acoustic Caliper 3.5 Structure Projection (Inches) 5 Tadpole Plot 0 (Degrees) bottom of concrete & top of bedrock Page 29 of 38 OTV Virtual Core 18

31 BV-3 - Borehole Geophysical Logs e OTV Image ATV Amplitude ATV Travel Time Acoustic Caliper 3.5 (Inches) 5 OTV Virtual Core 46 Structure Projection Tadpole Plot 0 (Degrees) Page 30 of 38

32 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 APPENDIX 2 BEDROCK STRUCTURE STATISTICS PLOTS Page 31 of 38

33 846 Main Street Fords, NJ Phone: Fax: FRACTURE STATISTICS PLOTS BOREHOLES: BV-1, BV-2, & BV-3 CLIENT: Black & Veatch H-R FILE: 10RG22 PROJECT: Ragged Mountain Project DATE LOGGED: July 16, 2010 LOCATION: Charlottesville, Virginia ORIENTATION REFERENCE: Magnetic North STRUCTURE LEGEND Fracture Rank 1 Fracture Rank 2 Fracture Rank 3 Stereogram - Lower Hemisphere Dip Azimuth Rose Diagram Dip Angle Histogram of Fractures of Fractures of Fractures Schmidt Plot - LH - Bedrock Structures Azimuth - Absolute (Count) freq 10 Dip Histogram (Count) Mean Counts Dip[deg] Azi[deg] Counts: Mean: Std.Dev.: Min: 2.12 Max: Counts: Mean: Std.Dev.: Min: 2.41 Max: Page 32 of 38

34 846 Main Street Fords, NJ Phone: Fax: FOLIATION & VEIN STATISTICS PLOTS BOREHOLES: BV-1, BV-2, & BV-3 CLIENT: Black & Veatch H-R FILE: 10RG22 PROJECT: Ragged Mountain Project DATE LOGGED: July 16, 2010 LOCATION: Charlottesville, Virginia ORIENTATION REFERENCE: Magnetic North STRUCTURE LEGEND Foliation or Vein Stereogram - Lower Hemisphere Dip Azimuth Rose Diagram Dip Angle Histogram of Foliation & Veins of Foliation & Veins of Foliation & Veins Schmidt Plot - LH - Bedrock Structures Azimuth - Absolute (Count) freq Dip Histogram (Count) Mean Counts Dip[deg] Azi[deg] Counts: Mean: Std.Dev.: Min: Max: Counts: Mean: Std.Dev.: Min: Max: Page 33 of 38

35 Borehole Geophysical Logging Ragged Mountain Project Charlottesville, Virginia File 10RG22 August, 2010 APPENDIX 3 TABLES OF BEDROCK STRUCTURES Page 34 of 38

36 CLIENT PROJECT LOCATION H-R FILE DATE LOGGED LOG DATUM DIP AZIMUTH DIP ANGLE TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-1 Black & Veatch Ragged Mountain Project Charlottesville, Virginia 10RG22 July 16, 2010 Top of the Concrete Dam Referenced to Magnetic North Measured from Horizontal TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-1 Dip Azimuth Dip Angle Bedrock Structure (feet) (degrees) (degrees) Category Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Foliation or Vein Foliation or Vein Fracture Rank Fracture Rank 1 Page 35 of 38

37 TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-1 Dip Azimuth Dip Angle Bedrock Structure (feet) (degrees) (degrees) Category Fracture Rank Fracture Rank Foliation or Vein Fracture Rank Fracture Rank Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Fracture Rank Foliation or Vein Fracture Rank Foliation or Vein Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank 1 Page 36 of 38

38 CLIENT PROJECT LOCATION H-R FILE DATE LOGGED LOG DATUM DIP AZIMUTH DIP ANGLE TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-2 Black & Veatch Ragged Mountain Project Charlottesville, Virginia 10RG22 July 16, 2010 Top of the Concrete Dam Referenced to Magnetic North Measured from Horizontal TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-2 Dip Azimuth Dip Angle Bedrock Structure (feet) (degrees) (degrees) Category Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Fracture Rank Foliation or Vein Foliation or Vein Foliation or Vein Fracture Rank Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Page 37 of 38

39 CLIENT PROJECT LOCATION H-R FILE DATE LOGGED LOG DATUM DIP AZIMUTH DIP ANGLE TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-3 Black & Veatch Ragged Mountain Project Charlottesville, Virginia 10RG22 July 16, 2010 Top of the Concrete Dam Referenced to Magnetic North Measured from Horizontal TABLE OF BEDROCK STRUCTURES FOR BOREHOLE BV-3 Dip Azimuth Dip Angle Bedrock Structure (feet) (degrees) (degrees) Category Fracture Rank Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Foliation or Vein Fracture Rank Foliation or Vein Foliation or Vein Foliation or Vein Fracture Rank Fracture Rank Fracture Rank Fracture Rank 1 Page 38 of 38