Multimethod Geophysical Characterization of Fault Systems for Environmental Planning

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Multimethod Geophysical Characterization of Fault Systems for Environmental Planning John A. Mundell and Ryan P. Brumbaugh, Mundell & Associates, Inc. Brian Ham and Ric Federico, EnSafe Inc.

Talk Outline Background Regional Geology Previous Work Geophysical Scope Results Questions

Background Historic release of petroleum hydrocarbons from leaking underground storage tank system at a former convenience store/gas station UST Pit reportedly straddled a mapped geologic fault zone EnSafe conducts initial investigation, establish preliminary conceptual site model Traditional boring and sampling techniques yield significant data gaps Conceptual site model needs refined for effective corrective action remediation

Regional Geology Mississippian (or Pennyroyal) Plateau Region Hilly uplands, SS ridges over LS, cut by many normal faults Rough Creek Fault System (northern boundary of Rough Creek Graben) three major tectonic episodes 1. Normal faulting during the Precambrian (Reelfoot Rift), 2. Reverse faulting in late Paleozoic, and 3. Normal faulting in Mesazoic.

SITE Rough Creek Graben Regional Geologic Context

Geologic Cross-Section from Leitchfield 7.5 Quadrangle map (from Gildersleeve, 1978). Regional Geologic Context

Regional Geology Uplift of graben brought Late-Mississippian to surface Leitchfield Formation, Ml, on north side of fault Hardinsburg Sandstone, Mh, on south side. Haney Limestone member of Golconda Formation, Mgh, contact is mapped within a few hundred feet of site so Hardinsburg may be thin. Tar sands occur in Tar Spring, Hardinsburg, and Big Clifty Big Clifty is locally asphaltic near base

Site Regional Geologic Context

Site Regional Geologic Context

Expected Stratigraphy at the site South SITE LOCATION Fault Trace North EL 760 EL 760 Mh Hardinsburg SS Vienna LS EL 750 Ml - Leitchfield EL 740 Mgh Haney LS EL 730 Tar Springs SS EL 703 Mgb Big Clifty SS Mgd Glen Dean LS EL 660-690? EL 680 Mg Girkin Mh Hardinsburg SS EL 635-650? EL 520-550? Mgh Haney LS Msg Ste. Genevieve LS EL 595-630? Mgb Big Clifty SS EL 525-590? Mg Girkin (after Gildersleeve, 1978)

Previous Work EnSafe working at Site Since 2008 Kentucky DEP-UST Branch directing efforts To date, 21 monitoring wells, 2 recovery wells and 6 core holes have been completed Preliminary interpretation of fault nature and location Intense bedrock fracturing and brecciation zone are present within and near the mapped fault trace

Preliminary Map PIT

Preliminary Profile

Geophysical Scope Image the lateral and vertical extent of soil, bedrock, groundwater and subsurface features influencing potential groundwater impact movement. Desktop Study - Review completed work and published/information on the local geology and fault mapping that has occurred in the area, includes limited photo lineament and LiDAR analyses. Electromagnetic terrain conductivity mapping Two Dimensional Electrical Resistivity Imaging Seismic microtremor analysis shear wave profiling Very low frequency electromagnetics

Regional data review Terrain conductivity data covering site 9 resistivity profiles of varying lengths, electrode spacing 6 seismic profiles, colocated with select resistivity profiles 6 VLF profiles, co-located with select profiles

Results Aerial photo and LiDAR data analysis for lineaments yielded additional fault/fracture traces not indicated in the geologic quadrangle. Primary Fault Orientation Multiple orientations of minor faults, en-echelon

Conductivity mapping Primarily for shallow preferential flow pathways such as utility trenches

Resistivity profiles Primarily for intermediate to deep preferential flow pathways and lithology

Resistivity Line 1 North boundary of site?

Resistivity Line 2 South side of fault Much more complex than north side, as expected (SS vs LS)

Resistivity Line 3 South side of fault With Seismic Vs contours and VLF Fraser profiles Low velocity & low resistivity

Seismic Line 3 South side of fault

Resistivity Line 4 Western most line Mapped Fault Trace

Resistivity Line 5 West of property With Seismic Vs contours and VLF Fraser profiles Low velocity & High resistivity Mapped Fault Trace

Seismic Line 5 South side of fault

Resistivity Line 6 East of building With Seismic Vs contours and VLF Fraser profiles Mapped Fault Trace

Resistivity Line 7 Crossing Pit With Seismic Vs contours and VLF Fraser profiles Mapped Fault Trace

Seismic Lines 6 and 7

Resistivity Line 8 East of property With Seismic Vs contours and VLF Fraser profiles Mapped Fault Trace

Seismic Lines 8 East of property

Resistivity Line 9 East of property With Seismic Vs contours and VLF Fraser profiles Mapped Fault Trace

Seismic Lines 9 East of property

Resistivity at Elev. 740 ft (~20-ft depth) Mapped Fault Trace

Resistivity at Elev. 740 ft (~20-ft depth) Mapped Fault Trace

References Beck, G. E., Carey, D. I., and Williams, D.A., 2006, Generalized Geologic Map for Land-Use Planning: Grayson County, Kentucky, Kentucky Geological Survey, Map and Chart 130, Series XII. Currens, J.C., 2001, Generalized Block Diagram of the Western Pennyroyal Karst: Kentucky Geological Survey, Ser. 12, Map and Chart 16. Gildersleeve, B., 1978, Geologic Map of the Leitchfield Quadrangle, Grayson County, Kentucky. Map GQ-1316. Vol. Geologic Quadrangle Maps of the United States. Washington D.C.: United States Geological Survey, Kentucky Geological Survey. Print. McDowell, R.C., 2001, Contributions to the Geology of Kentucky - Structural Geology, United States Geological Survey, Washington D.C., Accessed 05/11/2016. National Oceanic and Atmospheric Administration (NOAA) Coastal Services Center. 2012. Lidar 101: An Introduction to Lidar Technology, Data, and Applications. Revised. Charleston, SC: NOAA Coastal Services Center. Paylor, R. L. and Currens, J. C., 2001, Karst Occurrence in Kentucky, Kentucky Geological Survey, Map and Chart 33, Series XII, 1 sheet. Miller, R.D., Xia, J., Park, C.B., and Ivanov, J.M., 1999, Multichannel analysis of surface waves to map bedrock, Kansas Geological Survey, The Leading Edge, December, p. 1392-1396. Miller, R. D., T. S. Anderson, J. Ivanov, J. C. Davis, R. Olea, C. Park, D. W. Steeples, M. L. Moran, and J. Xia, 2003, 3D characterization of seismic properties at the smart weapons test range, YPG: 73rd Annual International Meeting, SEG, Technical Program Expanded Abstracts, 22, 1195-1198. Xia, J., Miller, R.D., Park, C.B., and Ivanov, J., 2000, Construction of 2-D vertical shearwave velocity field by the Multichannel Analysis of Surface Wave technique, Proceedings of the Symposium on the Application of Geophysics to Engineering and Environmental Problems (SAGEEP 2000), Washington D.C, February 20-24, p.1197-1206.

Thanks to field crew and staff: Kevin Gildea, Forrest Kunkel, Louis Gonzalez, Eric Chojnowski Thank you! Ryan P. Brumbaugh, L.P.G. John A. Mundell, P.E., L.P.G. rbrumbaugh@mundellassociates.com www.mundellassociates.com Ric Federico Brian Ham, PG, GISP www.ensafe.com Questions?