bedrock topography of elgin quadrangle …and seaber 1990). within and just south of the elgin...

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Illinois Geologic Quadrangle Map IGQ Elgin-BT Base map compiled by Illinois State Geological Survey from digital data provided by the United States Geological Survey. Topography compiled 1988. Planimetry derived from imagery taken 1998. PLSS and survey control current as of 1991. Boundaries current as of 2002. North American Datum of 1983 (NAD 83) Projection: Transverse Mercator 10,000-foot ticks: Illinois State Plane Coordinate system, east zone (Transverse Mercator) 1,000-meter ticks: Universal Transverse Mercator grid system, zone 16 Recommended citation: Curry, B.B., 2007, Bedrock Topography of Elgin Quadrangle, Kane and Cook Counties, Il- linois: Illinois State Geological Survey, Illinois Geologic Quadrangle Map, IGQ Elgin-BT, 1:24,000. Geology based on field work by B. Curry, 2004. Digital cartography by J. Carrell, J. Domier, M. Barrett, and A. Tovey, Illinois State Geological Survey. The Illinois State Geological Survey, the Illinois Department of Natural Resources, and the State of Illinois make no guarantee, expressed or implied, regarding the correctness of the interpretations presented in this document and accept no liability for the consequences of decisions made by others on the basis of the information presented here. The geologic interpretations are based on data that may vary with respect to accuracy of geographic lo- cation, the type and quantity of data available at each location, and the scientific/technical qualifications of the data sources. Maps or cross sections in this document are not meant to be enlarged. IGQ Elgin-BT BEDROCK TOPOGRAPHY OF ELGIN QUADRANGLE KANE AND COOK COUNTIES, ILLINOIS B. Brandon Curry 2007 2 / ° 1 2 APPROXIMATE MEAN DECLINATION, 2007 MAGNETIC NORTH TRUE NORTH ROAD CLASSIFICATION Primary highway, hard surface Secondary highway, hard surface Light-duty road, hard or improved surface Unimproved road Interstate Route U.S. Route State Route ADJOINING QUADRANGLES 1 Huntley 2 Crystal Lake 3 Barrington 4 Pingree Grove 5 Streamwood 6 Elburn 7 Geneva 8 West Chicago BASE MAP CONTOUR INTERVAL 10 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 For more information contact: Illinois State Geological Survey 615 East Peabody Drive Champaign, Illinois 61820-6964 (217) 244-2414 http://www.isgs.uiuc.edu 1 2 3 4 5 6 7 8 Released by the authority of the State of Illinois: 2007 7000 FEET 1000 1000 0 2000 3000 4000 5000 6000 .5 1 KILOMETER 1 0 SCALE 1:24,000 1/2 1 0 1 MILE Illinois Department of Natural Resources ILLINOIS STATE GEOLOGICAL SURVEY William W. Shilts, Chief Figure 1 Regional bedrock topography (from Herzog et al. 1994). The differences between this map and the new map on the left are due to incorporation of new data and inclusion of details that can be shown at a scale of 1:24,000. 700 650 550 600 650 700 88˚W 42˚N 42˚N R 8 E T 43 N R 9 E R 10 E R 7 E T 42 N T 41 N T 40 N · · · · Elgin St. Charles Barrington Schaumburg St . C h a rle s B e d ro c k V a ll e y MCHENRY KANE COOK DU PAGE Elgin Quadrangle Bedrock Elevation (feet above mean sea level) 750 700 650 600 550 500 5 0 Miles Introduction Bedrock topography indicates the elevation of the contact between the Quaternary glacial drift and Paleozoic bedrock. Bedrock is exposed at ground surface in a few places in the southern part of the quadrangle along the Fox River and in quarries. The primary use of this map is to show the location of buried bedrock valleys and other low areas that are filled with deposits of sand and gravel and are potential aquifers. A primary example is a segment of the St. Charles Bedrock Valley located in the southeastern corner of Elgin Quadrangle. The St. Charles drift aquifer occurs in the lower part of the sediment succession filling the valley, and it supplies the groundwater pumped by municipal water wells for South Elgin (Curry and Seaber 1990). Data in several areas of the quadrangle suggest the occurrence of sinkholes developed in Silurian-age dolomite formations. Regional Setting The bedrock surface is a significant unconformity found throughout Illinois. Below this surface in northeastern Illinois the bedrock is more than 400,000,000 years old, and above it the sediment is less than about 500,000 years old and, in many places, less than 25,000 years old (Curry et al. 1999, Curry 2007c). Most of the rock that occurs at and just below the bedrock surface was originally deposited as sediment in warm, tropical oceans during the Paleozoic Era; most of the sediment above the bedrock surface is of glacial origin and was deposited during the Quaternary Period. The bedrock surface in the Elgin Quadrangle was eroded into resistant Silurian dolomite and softer shaly Ordovician dolomite. Drift thickness ranges from nil along southern reaches of the Fox River valley and in nearby quarries to more than 290 feet in uplands west of the Fox River valley (Curry 2007b). Figure 1 shows the generalized topography of the bedrock surface of a portion of the northeastern Illinois region (Herzog et al. 1994). The bedrock topography of Kane County (Dey et al. 2004, Vaiden and Curry 1990) has been mapped at 1:100,000. This 1:24,000-scale map of the Elgin Quadrangle is more detailed than the previous maps and shows the location, value, and type of the data used to compile the map. The topography of the bedrock surface was sculpted by pre-glacial stream erosion and later modified, perhaps significantly so, by glacial agents including ice and meltwater. The best evidence for glacial erosion is boulder-sized fragments of the underlying rock in the unsorted glacial sediment (diamicton) and the polished and striated bedrock surface once exposed in several quarries in South Elgin. There is evidence that some low areas may have formed by pre-glacial karst (chemically eroded carbonate rock). Discussion The most significant features of the bedrock topography of the Elgin Quadrangle include the St. Charles Bedrock Valley in the southeastern portion of the map and several large depressions or low areas. The St. Charles Bedrock Valley is the longest and deepest bedrock valley in Kane County and is important because it is where sand and gravel aquifers, collectively known as the St. Charles aquifer, are especially prolific (Curry and Seaber 1990). Within and just south of the Elgin Quadrangle, the municipalities of South Elgin, Valley View, and St. Charles have several water wells that pump water from drift aquifers, primarily from the St. Charles aquifer. A major tributary to the St. Charles Bedrock Valley, the Elgin Bedrock Valley, occurs in the southwestern and west-central portions of the map. Little is known about the origin of the approximately 70-foot deep depression located in the north-central part of the bedrock topography map northwest of the intersection of Interstate 90 and Route 31 (Sec. 33, T42N, R8E) and a smaller, shallower depression near the mouth of Tyler Creek (Sec. 11, T41N, R8E). There are two likely origins for these features. First, the depressions may be extensions of bedrock valleys. In this case, the valley segments that would connect the depressions with the main valleys are not discernible with the available data. Second, the depressions may be attributed to sinkholes. This choice, however, seems less likely because the underlying bedrock units include thin-to-absent Silurian dolomite formations and the Maquoketa and Galena Groups (Curry 2007c). Large sinkholes have been mapped in Chicago and Joliet where near-surface Silurian dolomite is more than 100 feet thick (e.g., Bushbach et al. 1982). On the Elgin Quadrangle, the elevations of the base of the aforementioned depressions are 625 and 645 feet above mean sea level, respectively, about 25 feet below the upper surface of the shaly Maquoketa Group. Whatever their origin, the orientation and location of the depressions or valleys are likely influenced by the density and orientation of joints and other discontinuities in the bedrock (Foote 1982, Bauer et al. 1988). Mapping Methods Bedrock surface elevations were interpreted from the logs of stratigraphic, water-well, and engineering test borings that penetrate the bedrock surface and from observations in quarries (Curry 2007a). Bedrock surface elevation data from a one-township-wide buffer around the Elgin Quadrangle were included in the calculation but are not shown on the map. Each bedrock surface elevation was calculated by subtracting the total thickness of unconsolidated materials penetrated by a well from the ground surface elevation. The surface elevations of water wells were estimated from a digital surface created from a digital elevation model (DEM) of Kane County (Kane County Regional Planning Commission 2001) using EarthVision ® software (Dynamic Graphics Inc. 1997). The elevations of the DEM occur on a 32.8-foot (10-m) grid with an accuracy of ±2 feet. The surface elevations of most structural borings are recorded on the logs available at the Geologic Records Unit at the Illinois State Geological Survey (ISGS). These elevations were determined by normal surveying procedures carried out by private consulting companies. The elevations of most borings from the Cook County portion of the Elgin Quadrangle are from engineering borings; the surface elevations of water wells in Cook County were estimated from a regional 30-m DEM with an accuracy of ±5 feet (http://data.geocomm.com/catalog/US/ 61071/3112/group1-3.html). The inverse distance weighted algorithm in ESRI’s ArcGIS 9.0 was used to grid the data at 10-m spacings. The final contours of the bedrock topography were placed so that all data were honored using digitally generated contours as a guide. The quality of much of the data used to compile this map is excellent, although the data points are not evenly distributed. Of the 349 data points used to make this map, 55 were of especially high quality because they were described by engineers and geologists. The remaining 294 records were from logs supplied by water- well drillers, including 71 with sample sets examined by ISGS geologists. Sample sets consist of washed cuttings collected by the well driller at 5-foot intervals and at each significant change in lithology. The reliability of data derived from water-well logs was verified, in part, by similar bedrock surface elevations in residential subdivisions where the density of available data is great. The locations of all data points were verified in the field by consulting engineers, hydrologists, or ISGS staff. References Bauer, R.A., J.P. Kempton, B.B. Curry, W.G. Dixon, Jr., A.M. Graese, M.J. Hasek, R.C. Vaiden, P.J. Conroy, P.A. Dickson, E.M. Cikanek, and M.P. Bruen, 1988, Geotechnical summary to the proposal to site the Superconducting Super Collider in Illinois: Illinois State Geological Survey, 48 p. Buschbach, T.C., R.T. Cyrier, and G.E. Heim, 1982, Geology and deep tunnels in Chicago, in R.F. Legget, ed., Geology under cities, Reviews in engineering geology: Geological Society of America, p. 41–54. Curry, B.B., 2007a, Data point locations of Elgin Quadrangle, Kane and Cook Counties, Illinois: Illinois State Geological Survey, Illinois Geological Quadrangle Map, IGQ Elgin-DP, 1:24,000. Curry, B.B., 2007b, Drift thickness of Elgin Quadrangle, Kane and Cook Counties, Illinois: Illinois State Geological Survey, Illinois Geological Quadrangle Map, IGQ Elgin-DT, 1:24,000. Curry, B.B., 2007c, Surficial geology of Elgin Quadrangle, Kane and Cook Counties, Illinois: Illinois State Geological Survey, Illinois Geological Quadrangle Map, IGQ Elgin-SG, 1:24,000. Curry, B.B., D.A. Grimley, and J.A. Stravers, 1999, Quaternary geology, geomorphology, and climatic history of Kane County, Illinois: Illinois State Geological Survey, Guidebook 28, 40 p. Curry, B.B., and P.R. Seaber, 1990, Hydrogeology of shallow groundwater resources, Kane County, Illinois: Illinois State Geological Survey, Contract/Grant Report 1990-1, 37 p. Dey, W.S., A.M. Davis, B.B. Curry, and J.C. Sieving, 2004, Preliminary bedrock geology map, Kane County, Illinois: Illinois State Geological Survey, Illinois Preliminary Geologic Map, IPGM Kane-BG, 1:100,000. Dynamic Graphics Inc., 1997, EarthVision ® , User’s guide 5.0: Alameda, California, Dynamic Graphics, Inc., v. 1. Foote, G.R., 1982, Fracture analysis in northeastern Illinois and northern Indiana: University of Illinois, Urbana-Champaign, master’s thesis, 192 p. Herzog, B.L., B.J. Stiff, C.A. Chenoweth, K.L. Warner, J.B. Sieverling, and C. Avery, 1994, Buried bedrock surface of Illinois: Illinois State Geological Survey, Illinois Map 5, 1:500,000. Kane County Regional Planning Commission, Development Department, 2001, Topography map of Kane County, 2-foot contours, digital data from Tim Meischer. Vaiden, R.C., and B.B. Curry, 1990, Bedrock topography of Kane County, Illinois: Illinois State Geological Survey, Open File Series 1990-2b, 1:62,500. 750 775 725 700 675 650 625 600 575 550 Bedrock Elevation (feet above mean sea level) k SG " " " k k k $ 728 T Outcrop Stratigraphic boring Water boring Engineering boring Labels indicate samples (S) or geophysical log (G). Numeric labels indicate elevation in feet above mean sea level. Dot indicates boring is to bedrock. Data Type Note: Well and boring records are on file at the ISGS Geological Records Unit and are available at the ISGS Web site. 7 0 0 7 0 0 7 0 0 7 0 0 7 0 0 70 0 7 0 0 67 5 6 7 5 675 6 75 7 2 5 6 2 5 6 7 5 6 7 5 6 00 7 0 0 5 7 5 6 5 0 65 0 5 7 5 6 2 5 600 6 5 0 7 2 5 7 2 5 700 6 7 5 7 2 5 6 75 6 7 5 7 5 0 6 5 0 725 6 75 7 0 0 6 5 0 6 5 0 7 0 0 7 2 5 6 7 5 7 00 7 0 0 6 7 5 6 7 5 675 650 725 6 7 5 " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k S " k S " k S " k S " k S " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k S " k S " k S " k S " k S $ $ $ $ " k G " k G " k G " k G " k G " k G " k G " k G " k S " k S " k S " k S " k S " k S " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S " k S T T T T 730 671 706 676 691 682 652 721 705 734 655 676 564 681 708 722 643 702 686 709 740 696 706 702 716 706 724 704 728 697 696 695 601 690 693 747 706 699 671 666 716 673 678 662 661 713 689 683 689 708 707 658 670 690 686 676 673 698 701 700 682 709 703 688 692 666 736 696 717 706 739 702 714 692 678 674 677 746 636 731 700 647 684 671 686 722 688 644 636 683 705 732 640 640 667 716 702 678 731 720 716 703 720 665 711 665 651 740 681 685 674 671 712 731 697 713 639 693 677 677 692 682 644 704 717 636 671 641 721 733 685 697 652 687 662 720 663 716 719 719 685 717 705 727 697 687 733 718 672 645 717 717 700 740 715 689 688 720 645 653 713 654 714 654 677 649 648 641 619 708 645 693 657 676 712 702 706 678 705 703 729 706 698 620 644 639 631 672 684 706 729 709 637 650 706 682 699 656 642 649 679 694 637 639 651 654 612 714 697 730 693 643 638 660 704 722 693 641 574 711 714 724 666 705 703 715 716 636 642 646 710 657 712 648 725 726 672 722 666 672 638 727 686 713 715 720 686 710 742 736 699 716 646 654 678 686 685 709 620 691 647 720 651 666 695 701 737 666 646 675 722 692 772 664 677 660 674 669 657 701 677 717 704 729 704 699 710 696 722 700 659 659 680 699 693 695 652 669 697 675 657 651 691 712 668 675 677 628 660 731 715 697 689 678 655 665 676 691 705 702 683 685 690 679 688 727 686 692 671 686 692 693 678 707 668 670 667 679 685 686 722 723 677 670 623 653 679 688 664 702 683 677 693 680 683 728 723 720 674 652 664

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  • Illinois Geologic Quadrangle MapIGQ Elgin-BT

    Base map compiled by Illinois State Geological Survey from digital data provided by the United States Geological Survey. Topography compiled 1988. Planimetry derived from imagery taken 1998. PLSS and survey control current as of 1991. Boundaries current as of 2002.

    North American Datum of 1983 (NAD 83)Projection: Transverse Mercator10,000-foot ticks: Illinois State Plane Coordinate system, east zone (Transverse Mercator)1,000-meter ticks: Universal Transverse Mercator grid system, zone 16

    Recommended citation:Curry, B.B., 2007, Bedrock Topography of Elgin Quadrangle, Kane and Cook Counties, Il-

    linois: Illinois State Geological Survey, Illinois Geologic Quadrangle Map, IGQ Elgin-BT, 1:24,000.

    Geology based on field work by B. Curry, 2004.

    Digital cartography by J. Carrell, J. Domier, M. Barrett, and A. Tovey, Illinois State Geological Survey.

    The Illinois State Geological Survey, the Illinois Department of Natural Resources, and the State of Illinois make no guarantee, expressed or implied, regarding the correctness of the interpretations presented in this document and accept no liability for the consequences of decisions made by others on the basis of the information presented here. The geologic interpretations are based on data that may vary with respect to accuracy of geographic lo-cation, the type and quantity of data available at each location, and the scientific/technical qualifications of the data sources. Maps or cross sections in this document are not meant to be enlarged.

    IGQ Elgin-BT

    BEDROCK TOPOGRAPHY OF ELGIN QUADRANGLEKANE AND COOK COUNTIES, ILLINOIS

    B. Brandon Curry2007

    2 / °1 2

    APPROXIMATE MEANDECLINATION, 2007

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    ROAD CLASSIFICATION

    Primary highway,hard surface

    Secondary highway,hard surface

    Light-duty road, hard orimproved surface

    Unimproved road

    Interstate Route U.S. Route State Route

    ADJOINING QUADRANGLES1 Huntley2 Crystal Lake3 Barrington4 Pingree Grove5 Streamwood6 Elburn7 Geneva8 West Chicago

    BASE MAP CONTOUR INTERVAL 10 FEET

    NATIONAL GEODETIC VERTICAL DATUM OF 1929

    For more information contact:Illinois State Geological Survey 615 East Peabody Drive Champaign, Illinois 61820-6964 (217) 244-2414 http://www.isgs.uiuc.edu

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    Released by the authority of the State of Illinois: 2007

    7000 FEET1000 10000 2000 3000 4000 5000 6000

    .5 1 KILOMETER1 0

    SCALE 1:24,0001/ 21 0 1 MILE

    Illinois Department of Natural ResourcesILLINOIS STATE GEOLOGICAL SURVEY

    William W. Shilts, Chief

    Figure 1 Regional bedrock topography (from Herzog et al. 1994). The differences between this map and the new map on the left are due to incorporation of new data and inclusion of details that can be shown at a scale of 1:24,000.

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    88˚W

    42˚N 42˚N

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    T 43 N

    R 9 E R 10 ER 7 E

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    Elgin

    St. Charles

    Barrington

    Schaumburg

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    Bed

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    ElginQuadrangle

    Bedrock Elevation(feet above mean sea level)

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    Introduction

    Bedrock topography indicates the elevation of the contact between the Quaternary glacial drift and Paleozoic bedrock. Bedrock is exposed at ground surface in a few places in the southern part of the quadrangle along the Fox River and in quarries. The primary use of this map is to show the location of buried bedrock valleys and other low areas that are filled with deposits of sand and gravel and are potential aquifers. A primary example is a segment of the St. Charles Bedrock Valley located in the southeastern corner of Elgin Quadrangle. The St. Charles drift aquifer occurs in the lower part of the sediment succession filling the valley, and it supplies the groundwater pumped by municipal water wells for South Elgin (Curry and Seaber 1990). Data in several areas of the quadrangle suggest the occurrence of sinkholes developed in Silurian-age dolomite formations.

    Regional Setting

    The bedrock surface is a significant unconformity found throughout Illinois. Below this surface in northeastern Illinois the bedrock is more than 400,000,000 years old, and above it the sediment is less than about 500,000 years old and, in many places, less than 25,000 years old (Curry et al. 1999, Curry 2007c). Most of the rock that occurs at and just below the bedrock surface was originally deposited as sediment in warm, tropical oceans during the Paleozoic Era; most of the sediment above the bedrock surface is of glacial origin and was deposited during the Quaternary Period.

    The bedrock surface in the Elgin Quadrangle was eroded into resistant Silurian dolomite and softer shaly Ordovician dolomite. Drift thickness ranges from nil along southern reaches of the Fox River valley and in nearby quarries to more than 290 feet in uplands west of the Fox River valley (Curry 2007b). Figure 1 shows the generalized topography of the bedrock surface of a portion of the northeastern Illinois region (Herzog et al. 1994). The bedrock topography of Kane County (Dey et al. 2004, Vaiden and Curry 1990) has been mapped at 1:100,000. This 1:24,000-scale map of the Elgin Quadrangle is more detailed than the previous maps and shows the location, value, and type of the data used to compile the map.

    The topography of the bedrock surface was sculpted by pre-glacial stream erosion and later modified, perhaps significantly so, by glacial agents including ice and meltwater. The best evidence for glacial erosion is boulder-sized fragments of the underlying rock in the unsorted glacial sediment (diamicton) and the polished and striated bedrock surface once exposed in several quarries in South Elgin. There is evidence that some low areas may have formed by pre-glacial karst (chemically eroded carbonate rock).

    Discussion

    The most significant features of the bedrock topography of the Elgin Quadrangle include the St. Charles Bedrock Valley in the southeastern portion of the map and several large depressions or low areas. The St. Charles Bedrock Valley is the longest and deepest bedrock valley in Kane County and is important because it is where sand and gravel aquifers, collectively known as the St. Charles aquifer, are especially prolific (Curry and Seaber 1990). Within and just south of the Elgin Quadrangle, the municipalities of South Elgin, Valley View, and St. Charles have several water wells that pump water from drift aquifers, primarily from the St. Charles aquifer. A major tributary to the St. Charles Bedrock Valley, the Elgin Bedrock Valley, occurs in the southwestern and west-central portions of the map.

    Little is known about the origin of the approximately 70-foot deep depression located in the north-central part of the bedrock topography map northwest of the intersection of Interstate 90 and Route 31 (Sec. 33, T42N, R8E) and a smaller, shallower depression near the mouth of Tyler Creek (Sec. 11, T41N, R8E). There are two likely origins for these features. First, the depressions may be extensions of bedrock valleys. In this case, the valley segments that would connect the depressions with the main valleys are not discernible with the available data. Second, the depressions may be attributed to sinkholes. This choice, however, seems less likely because the underlying bedrock units include thin-to-absent Silurian dolomite formations and the Maquoketa and Galena Groups (Curry 2007c). Large sinkholes have been mapped in Chicago and Joliet where near-surface Silurian dolomite is more than 100 feet thick (e.g., Bushbach et al. 1982). On the Elgin Quadrangle, the elevations of the base of the aforementioned depressions are 625 and 645 feet above mean sea level, respectively, about 25 feet below the upper surface of the shaly Maquoketa Group. Whatever their origin, the orientation and location of the depressions or valleys are likely influenced by the density and orientation of joints and other discontinuities in the bedrock (Foote 1982, Bauer et al. 1988).

    Mapping Methods

    Bedrock surface elevations were interpreted from the logs of stratigraphic, water-well, and engineering test borings that penetrate the bedrock surface and from observations in quarries (Curry 2007a). Bedrock surface elevation data from a one-township-wide buffer around the Elgin Quadrangle were included in the calculation but are not shown on the map. Each bedrock surface elevation was calculated by subtracting the total thickness of unconsolidated materials penetrated by a well from the ground surface elevation. The surface elevations of water wells were estimated from a digital surface created from a digital elevation model (DEM) of Kane County (Kane County Regional Planning Commission 2001) using EarthVision® software (Dynamic Graphics Inc. 1997). The elevations of the DEM occur on a 32.8-foot (10-m) grid with an accuracy of ±2 feet. The surface elevations of most structural borings are recorded on the logs available at the Geologic Records Unit at the Illinois State Geological Survey (ISGS). These elevations were determined by normal surveying procedures carried out by private consulting companies. The elevations of most borings from the Cook County portion of the Elgin Quadrangle are from engineering borings; the surface elevations of water wells in Cook County were estimated from a regional 30-m DEM with an accuracy of ±5 feet (http://data.geocomm.com/catalog/US/ 61071/3112/group1-3.html). The inverse distance weighted algorithm in ESRI’s ArcGIS 9.0 was used to grid the data at 10-m spacings. The final contours of the bedrock topography were placed so that all data were honored using digitally generated contours as a guide.

    The quality of much of the data used to compile this map is excellent, although the data points are not evenly distributed. Of the 349 data points used to make this map, 55 were of especially high quality because they were described by engineers and geologists. The remaining 294 records were from logs supplied by water-well drillers, including 71 with sample sets examined by ISGS geologists. Sample sets consist of washed cuttings collected by the well driller at 5-foot intervals and at each significant change in lithology. The reliability of data derived from water-well logs was verified, in part, by similar bedrock surface elevations in residential subdivisions where the density of available data is great. The locations of all data points were verified in the field by consulting engineers, hydrologists, or ISGS staff.

    References

    Bauer, R.A., J.P. Kempton, B.B. Curry, W.G. Dixon, Jr., A.M. Graese, M.J. Hasek, R.C. Vaiden, P.J. Conroy, P.A. Dickson, E.M. Cikanek, and M.P. Bruen, 1988, Geotechnical summary to the proposal to site the Superconducting Super Collider in Illinois: Illinois State Geological Survey, 48 p.

    Buschbach, T.C., R.T. Cyrier, and G.E. Heim, 1982, Geology and deep tunnels in Chicago, in R.F. Legget, ed., Geology under cities, Reviews in engineering geology: Geological Society of America, p. 41–54.

    Curry, B.B., 2007a, Data point locations of Elgin Quadrangle, Kane and Cook Counties, Illinois: Illinois State Geological Survey, Illinois Geological Quadrangle Map, IGQ Elgin-DP, 1:24,000.

    Curry, B.B., 2007b, Drift thickness of Elgin Quadrangle, Kane and Cook Counties, Illinois: Illinois State Geological Survey, Illinois Geological Quadrangle Map, IGQ Elgin-DT, 1:24,000.

    Curry, B.B., 2007c, Surficial geology of Elgin Quadrangle, Kane and Cook Counties, Illinois: Illinois State Geological Survey, Illinois Geological Quadrangle Map, IGQ Elgin-SG, 1:24,000.

    Curry, B.B., D.A. Grimley, and J.A. Stravers, 1999, Quaternary geology, geomorphology, and climatic history of Kane County, Illinois: Illinois State Geological Survey, Guidebook 28, 40 p.

    Curry, B.B., and P.R. Seaber, 1990, Hydrogeology of shallow groundwater resources, Kane County, Illinois: Illinois State Geological Survey, Contract/Grant Report 1990-1, 37 p.

    Dey, W.S., A.M. Davis, B.B. Curry, and J.C. Sieving, 2004, Preliminary bedrock geology map, Kane County, Illinois: Illinois State Geological Survey, Illinois Preliminary Geologic Map, IPGM Kane-BG, 1:100,000.

    Dynamic Graphics Inc., 1997, EarthVision® , User’s guide 5.0: Alameda, California, Dynamic Graphics, Inc., v. 1.

    Foote, G.R., 1982, Fracture analysis in northeastern Illinois and northern Indiana: University of Illinois, Urbana-Champaign, master’s thesis, 192 p.

    Herzog, B.L., B.J. Stiff, C.A. Chenoweth, K.L. Warner, J.B. Sieverling, and C. Avery, 1994, Buried bedrock surface of Illinois: Illinois State Geological Survey, Illinois Map 5, 1:500,000.

    Kane County Regional Planning Commission, Development Department, 2001, Topography map of Kane County, 2-foot contours, digital data from Tim Meischer.

    Vaiden, R.C., and B.B. Curry, 1990, Bedrock topography of Kane County, Illinois: Illinois State Geological Survey, Open File Series 1990-2b, 1:62,500.

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    Note: Well and boring records are on file at the ISGS Geological Records Unit and are available at the ISGS Web site.

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