Generalized Geologic Map for Land-Use Planning
Transcription
Generalized Geologic Map for Land-Use Planning: Union County, Kentucky Kentucky Geological Survey James C. Cobb, State Geologist and Director UNIVERSITY OF KENTUCKY, LEXINGTON Agriculture Flood Protection MAP AND CHART 84 Series XII, 2004 XX X X XX X X X XX X X Coal E. Glynn Beck, David A. Williams, and Daniel I. Carey XXX X X S X X # SX X X # X XXXX X XXXXXXXX X X X XXXXXX XX Oil and Gas Acknowledgments Bedrock geology adapted from Crawford (2004a, b), Solis and Hettinger (2000), Solis and Terry (2000), Solis and Venard (2000a-d), Tyra (2003), and Venard and Solis (2000). Thanks to Rankin Powell, Union County Agriculture and Natural Resources agent, and Gough Farms for photographic assistance. For Planning Use Only RIVE IN XXX 0 Slight to moderate limitations. Slight limitations. Reservoir might leak where rocks are fractured.** Severe limitations. Moderate limitations. Highly variable amount of rock and earth excavation. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. Moderate limitations. Rock excavation. Steep slopes. Slight to severe limitations. Steep slopes. Slight to moderate limitations. Moderate limitations. Permeable rock. Severe limitations. Moderate limitations. Highly variable amount of rock and earth excavation. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Underclay susceptible to slumping. Steep slopes. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Underclay susceptible to slumping. Steep slopes. Moderate limitations. Rock excavation. Steep slopes. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. Slight to severe limitations. Steep slopes. Slight to moderate limitations. Slight limitations. Reservoir might leak where rocks are fractured. Severe limitations. Moderate limitations. Highly variable amount of rock and earth excavation. Slight to severe limitations. Steep slopes. Slight to moderate limitations. Slight limitations. Reservoir might leak where rocks are fractured. Severe limitations. Moderate limitations. Highly variable amount of rock and earth excavation. 4. Sandstone Fair to good foundation material. Difficult excavation. Severe limitations. Thin soils. 5. Sandstone, siltstone, limestone, and shale Fair to good foundation material. Difficult excavation. Severe limitations. Thin soils and impermeable rock. Severe to moderate limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. Severe to moderate limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. 6. Limestone and shale Fair to good foundation material. Difficult excavation. Severe limitations. Thin soils and impermeable rock. Moderate limitations. Rock excavation. Steep slopes. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. 400 500 400 400 Geology of Kentucky Scale 1:63,360 6 0 4 6 1 inch equals 1 mile un 400 500 400 400 60400 N 0 400 400 0 40 500 400 500 400 500 /( " ! 400 109 Learn more about Kentucky geology at www.uky.edu/kgs/geoky/ 4 400 400 500 500 0 50 UNION COUNTY 500 Slight to severe limitations. Steep slopes. 0 Severe limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes.** www.ucky.org/v2/Union County Economic Development Foundation, Inc. ces.ca.uky.edu/union/University of Kentucky Cooperative Extension Service www.gradd.org/Green River Area Development District www.thinkkentucky.com/edis/cmnty/cw015/Kentucky Economic Development Information System www.uky.edu/KentuckyAtlas/21225.htmlKentucky Atlas and Gazetteer quickfacts.census.gov/qfd/states/21/21225.htmlU.S. Census data kgsweb.uky.edu/download/kgsplanning.htmPlanning information from the Kentucky Geological Survey 40 Moderate limitations. Rock excavation. Steep slopes. dy R 500 500 400 400 400 40 400 500 No limitations. Mud 400 500 500 400 400 r res sC Cyp Slight limitations. Severe limitations. Rock excavation; locally, upper few feet may be rippable. Underclay susceptible to slumping. Steep slopes.** 400 400 k or Slight limitations. No limitations. Yuba F ey No limitations. No limitations. ø ÷ & V n Ca No limitations. Severe limitations. Shallow water table may be present. Severe to moderate limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes.** 400 400 X X Y U% 400X 500 S # & Givens V " ! 500 S # Copyright 2004 by the University of Kentucky, Kentucky Geological Survey For information on obtaining copies of this map and other Kentucky Geological Survey maps and publications call: Public Information Center 859.257.3896 877.778.7827 (toll free) View the KGS World Wide Web site at: www.uky.edu/kgs References Cited 400 40 Y No limitations. Slight to moderate limitations. Variable thickness and permeability. Fair to good founSevere limitations. dation material. Thin soils and imDifficult excavation.** permeable rock. B S r # " ! 56 X XX X X XX X X X X X S # 400 Y Refer to soil report (Jacobs, 1981). 270 Y Refer to soil report (Jacobs, 1981). 758 X zel Listed below are Web sites for several agencies and organizations that may be of assistance with land use planning issues in Union County: Underground Utilities 500 Ha 400 Reservoir Embankments Y 400 400 X Additional Planning Resources Reservoir Areas S # " ! 14 1 U% XXX X XX X X X 2 153 & Bordley V &#S Pride V " ! &#S Sullivan V Refer to soil report (Jacobs, 1981). *This unit may be overlain by loess. **Coal beds and underclays should not be used for foundations or reservoir embankments because of the presence of expanding pyrite in coal and underclays and the weakness of underclay when it becomes wet. U% 400 & Hazel V Refer to soil report (Jacobs, 1981). Refer to soil report Refer to soil report (Jacobs, 1981). (Jacobs, 1981). Severe to moderate limitations. Rock excavation; locally, upper few feet may be rippable. Steep slopes. Extensive Recreation X 14 1 S # 400 S # X Refer to soil report (Jacobs, 1981). Refer to soil report (Jacobs, 1981). 3. Shale, siltstone, sandstone, limestone, coal, and underclay*. Intensive Recreation S # reek Y Fair to good foundation material. Easily excavated. S # 0 2. Loess Light Industry and Malls Refer to soil report (Jacobs, 1981). Refer to soil report (Jacobs, 1981). 40 U%0 U% 983 #S " ! 400 " ! S # S # Dyson C 400 X X X X XX S # S # 1177 S # XX XX X X 500 400 S # 0 Access Roads ø ÷ 270 60 400 Fair to good foundation material. Easily excavated. Highways and Streets 5 S # S # X X S # & Cullen V " ! /( S # Y 1. Alluvium Residence with Basement X 500 & Arnold V X # S 400 500 00 758 STURGIS #S S S# # Underground utilitiesIncluded in this group are sanitary sewers, storm sewers, water mains, and other pipes that require fairly deep trenches. Septic Tank Disposal System X 500 U% 400 40 U% - Sturgis Elem ## S S 400 YYY YY U% 400 Tradewater River 500 600 500 U% U% Because of the large percentage of flat to gently sloping areas associated with the Ohio and Tradewater Rivers, development, such as subdivisions, can cause flooding if proper drainage designs are not implemented as part of the planning and development process. Watersheds can also be impaired from improper sewage treatment and urban and industrial runoff. Planning Guidance by Rock Unit Type " ! 400 0 1508 YY Reservoir embankmentsThe rocks are rated on limitations for embankment material. ø ÷ YY Reservoir areasThe floor of the area where the water is impounded. Ratings are based on the permeability of the rock. 950 S # XX XX X X#SX XXXXXX X X X X X X X X X X X X X X X X X X X XX n Creek X X X X X Anderso S # X X X X X X X X X X X X X X X &X X X XX XX X#SXXX X X XXXXXXXX Boxville V XX X X 400 X X X X#S S # X X U% S # " ! 400 U% S # S # Surface-Water Drainage Extensive recreationCamp sites, picnic areas, parks, etc. 109 & Caseyville V For more information on groundwater resources in the county, see Carey and Stickney (2001). Intensive recreationAthletic fields, stadiums, etc. " ! & Grangertown V 40 Y 400 Y Generally, groundwater is hard to very hard, and iron and salt may be present in objectionable amounts. Often groundwater becomes saltier with depth. 400 U% U% S # U% 600 S # 1176 500 S # 500 500 S # ø ÷ 0 50 S # S # U% 400 0 Mulfordtown V & 0 400 S # X 500 400 400 S # S # XX S # 500 0 50 40 492 Y U% U%U%U%U% Y0 The alluvium along the Ohio River is the best source of groundwater in the county. In the northern and western edges of the county, nearly all drilled wells less than 150 feet deep in the alluvium of the Ohio River valley are adequate for domestic use. Most wells yield more than 50 gallons per minute, and some yield as much as 1,000 gallons per minute. In over half of Union County most wells that penetrate sandstone formations less than 300 feet are adequate for a domestic supply. In the highlands of the southeastern part of the county, in the old Camp Breckinridge area, and in the Grundy Hill area southwest of Uniontown, only a few wells yield enough water for a domestic supply. In a thin, highly faulted zone running east-west across the county between the towns of Givens and The Rocks, yields to drilled wells are unpredictable because of the faulting. " ! 50 Y Groundwater Availability 500 U% & Dekoven V S # 4 UCMS 00 60 500 400 40 209 1 U% 500 S # 400 0 S U% # 400 S # -- /( S # 400 400 50 Farmers use groundwater to irrigate their crops in bottomlands along the Ohio River. Photo by Glynn Beck, Kentucky Geological Survey. 0 50 500 S # 500 1508 & Curlew V 4 k Wash Cree 500 YY ø ÷ " ! ø ÷ 600 500 00 492 S # U% 500 500 400 Light industry and mallsRatings are based on developments having structures or equivalent load limit requirements of three stories or less, and large paved areas for parking lots. Structures with greater load limit requirements would normally need footings in solid rock, and the rock would need to be core drilled to determine presence of caverns, cracks, etc. " ! 667 Y Access roadsThese are low-cost roads, driveways, etc., usually surfaced with crushed stone or a thin layer of blacktop. A minimum of cuts and fills are made, little work is done preparing a subgrade, and generally only a thin base is used. The degree of limitation is based on yeararound use and would be less severe if not used during the winter and early spring. Some types of recreation areas would not be used during these seasons. 4 S # SevereA severe limitation is one that is difficult to overcome and commonly is not feasible because of the expense involved. LAND USES Highways and streetsRefers to paved roads in which cuts and fills are made in hilly topography, and considerable work is done preparing subgrades and bases before the surface is applied. 500 00 UCHS 500 S # 500 500 ModerateA moderate limitation is one that can normally be overcome but the difficulty and expense are great enough that completing the project is commonly a question of feasibility. 500 500 X "56 ! R.I.D.E. 400 Alternative 760 " ! X 600 " ! Casey Cr Y 270 2091 400 S # 500 Water Resources SlightA slight limitation is one that commonly requires some corrective measure but can be overcome without a great deal of difficulty or expense. 492 Y " ! " ! 400 400 500 400 Y Y LIMITATIONS 2 10 1 500 & Hamner SV # Y 400 S # 0 S # 50 ø ÷ S # ø ÷ ø ÷ 400 & Henshaw V 1257 ø " ÷ ! Y 500 # S 400 #Center S 130 - 600 & Harding V 400 130 & Grove V S # - 500 400 S # " ! 400 400 S# # S - Y 500 Y " ! S # 500 S # 668 S S # # 0 Domestic Agriculture Industrial Monitoring # S S500 # " ! 359 /( 500 RD BO D OR KF Class II injection well " ! X 400 0 #X S 0 S 400# 2834 Cr /( 400 S # ø ÷ st 400 " ! 400 50 Lo YY Oil, or oil and gas well U% S # S # 400 " ! S # X S U% S# # X 56X X X X MORGANFIELD S # X 0 X X 0 X 4 XXX XX X X Saint X XX X S # XXX Ann X X X XX X Morganfield XX XX X X XXXX Elementary X X X XX X X S X # X X X X X X 400 X X X X X X XX X XX400XXXXX XXXX XXX#S#SXX XXX60 BXXXX X X X X X X X X #SXX XX XXXXX X XXX X X XXX XX X X X X XX X XX XXXXXX X XXXX X X X X X S X X 500 X # X #S 400 Ea SX X # X X S # X gle X XX X Cr X ee k X X X X X#S 500 40 400 400 " ! 500 109 20-foot elevation contour interval The terms "earth" and "rock" excavation are used in the engineering sense; earth can be excavated by hand tools, whereas rock requires heavy equipment or blasting to remove. The term "rippable" means excavation with a ripper attachment on a bulldozer. S # gg Su 400 X XX#SX XX 400 600 Gas well 40 S # FOUNDATION AND EXCAVATION S # 0 PLANNING TABLE DEFINITIONS 400 40 S # XX X XXXXX X X S # ø ÷ ek U% U% # S " ! S # X 130 h tc XXXX Di X X X X e X n X X X X#SXLi X X X X X X X X X X XXX X X XX X X XXXX X X 1594 X X e Cr S # Water wells S # S Spring # & Grove SV # X XX X XX XX XXU%XXXXX X XX XX X U% X 400 S # 400 S # Projected fault S # 500 500 Concealed fault Fault U% XX 50 Watershed divide S # ø ÷ U% X S # 400 The 0 & Rocks V X X X 400 Mine adit X 948 0 400 Mine shaft Y 400 U% " ! 40 S # 500 X X 360 S # 1598 Artificial fill 4X00 " ! " ! U% S # X U% X C ø ÷ 400 & Blackburn V Abandoned underground mines The most important information for seismic-hazard mitigation and risk reduction is ground-motion hazard. One way of predicting ground-motion hazard is by determining the peak ground acceleration (PGA) that may occur in a particular timeframe. The map above shows the PGA at the top of bedrock that will likely occur within the next 500 years in Kentucky (Street and others, 1996). It shows, as expected, that PGA would be greatest in far western Kentucky near the New Madrid Seismic Zone. Ground-motion hazard maps for the central United States and other areas are available from the U.S. Geological Survey. These maps are used to set general policies on mitigating damage. For example, maps produced by the USGS in 1996 were used to determine seismic design in building codes. For additional information about earthquake hazards, visit the Kentucky Geological Survey Web site at www.uky.edu/KGS/geologichazards/geologichazards.html. 947 X X X XX X X X School Water " ! Br S # S # S # 400 EXPLANATION XX X#S S # ts en lem X XX X X S # X XX X 14 1 XX X X X XXX S # X S # X X X #S X X X X X XX X SX X # X h c it X SX X tD X # X XX lil et W XX #SXX V & Chapman 400 " ! 667 Corporate boundary Although we do not know when and where the next major earthquake will occur, we do know that an earthquake will cause damage. Severity depends on many factors, such as earthquake magnitude, distance from the epicenter, and local geology. Information on earthquake effects is obtained by monitoring earthquakes and performing research. Such information is vital for earthquake hazard mitigation and risk reduction. S# U%# SS # S # 500 X X S # 400 & V ## S # # S SS # SS S # # S 4# 00 U% 400 - Foundation and Excavation ley S SS Sib # S## ## S 0 Peak acceleration 60 (0.60g) 40 (0.40g) 30 (0.30g) 19 (0.19g) 15 (0.15g) 5 (0.05g) Raleigh " ! 666 Cr # S 50 The topography of Union County ranges from flat bottomlands along the Ohio River to rolling uplands with steep slopes. Generally, steep slope areas are not suitable for row crops, and are used for pasture. In 2003 there were approximately 18,000 head of cattle in Union County. Photo by Glynn Beck, Kentucky Geological Survey. 500 Peak ground acceleration at the top of rock that will probably occur in the next 500 years in Kentucky Rock Unit 400 X 400 X XXXX X XX S S # S # # S # S # X X X X XX X XXX X X XX X 0 40 X XX X X X X X XX X#S & XHitesvilleXX V X X X X X X X X X X X X 0 X X X X X X X40 X X X X X XXX X 1180 X S # XX X X X X XX X X XX XXX 669 XX X X X X X X S # X S X # X X X XX X 400 X XX X X X XX X X#S X X X XX X X X S # X XX 359 X X X XX X X X X X X SX # X X XXX X S X # X X X X XXXX X X X r XX X X X ason XC XXX#SXXX X XX X M XXX X S # S # X XWAVERLY X X XX X Saint S # X#S X XX X Vincent X & X V X XX XXX XX X XX X X X X 60 XX S # & Flournoy V X X XX XXX X 2835 14 1 SS# # S Victory # S # XX Tech X X X XX X X#S#S X X X X S # XXX U% XXX XXXX XXX XX Little Mason C r OL Y LE GI UR ST AC BL 666 Highland Creek 400 ø ÷ X 400 Earthquake Hazard Information S # S # S # Pond Cr 400 " ! X X XX X S # 400 400 0 40 S # 400 E LY ER AV W S N VE KO DE X X X XX X X S # 87 1 S # 0 40 S # X " ! -- 400 LL MI ITH SM LD FIE AN PO " ! E LIN SA 400 OHIO S N OW NT IO UN RG GR MO S # MI NE S SH X # X S S # S # 400 Soil piping, which may occur in various soil types, but particularly in alluvium and loess, produces small to large holes if left untreated. The only way to treat soil piping is to fill the holes with rock or soil to keep the holes from enlarging and to divert drainage from the area. X X X XX 400 ER TV UN MO ND LA IS H AS UNION S # 400 Several underground coal mines are located in Union County. The locations of known mine workings and shafts are shown on the map. Precautions need to be taken when developing over old mined areas because of the possibility of subsidence. Mine subsidence insurance is available in Kentucky. Abandoned mine boundaries shown on the map are approximate and do not represent all the mining that has occurred in the county. OV AW E NE CE ET NT OW ER N Topography X X W AB X 500 N X NO Cattle feeding shelters, like the one above located on Gough Farms, are being used by farmers in Union County to minimize manure concentrations on the land surface. These shelters help reduce nutrient contamination in surface water and groundwater. Photo by Glynn Beck, Kentucky Geological Survey. ø ÷ 400 X Coal mining continues to be a vital part of the Union County economy. This conveyor was constructed by Nashville Coal in the early 1950's. The belt was started on March 3, 1953, and carried 15 tons per minute for a half mile through Union County. Nearly 3.8 million tons of coal were taken from underground mines in 2002. Photo by Glynn Beck, Kentucky Geological Survey. X X XX X X XX X XX X XX X X X S # X XXXXXXX X X X X X X X X XX X X XXX XX X X X X X X X XXX XX X X X XX XXX X4 X X land Cr X X X XXX 00 X X X X igh H XXX XX X X X UNIONTOWN X 360 X X XXUniontown U% X X X X X X Elementary X S # XXXX X XXXX#SXX X X S # X 4 0 X 0 X#S R.I.D.E. Ctr. XX X X S # X X XXXXXXX X#S#SXXXX X X XAlternative XX X XX#S XX X #SX X X XX S # X XXX X X X X S # U % X U % S # X X X XXXX #SX XX X XXX X X S # X X XX S # X X XX X 40U%0 X X X X XX X X XXXX 1179 X U% S # X X X 400 7.5-Minute Quadrangle Map Index Steep slopes are present, especially along streams in areas underlain by units 3 through 6, throughout the county. Steep slopes can develop soil creep and landslides if not properly treated during development. Proper engineering techniques should be followed when developing on hillsides, and care should be taken not to affect property above and below a development site on a hillside. ResidencesRatings are made for residences with and without basements because the degree of limitation is dependent upon ease and required depth of excavation. For example, excavation in limestone has greater limitation than excavation in shale for a house with a basement. ø ÷ X R None of the faults that occur in Union County are considered active; however, the proximity of active seismic zones, such as the New Madrid, Wabash, or East Tennessee, calls for precautions to be taken for earthquake damage mitigation. The presence of thick alluvium, which normally has a high water table, should also be treated with special concern because of the possibility of augmented shaking and liquefaction during a strong earthquake. In addition, alluvium often contains high amounts of clay minerals, which can give a soil a high shrink/swell capacity. Septic tank disposal systemA septic tank disposal system consists of a septic tank and a filter field. The filter field is a subsurface tile system laid in such a way that effluent from the septic tank is distributed with reasonable uniformity into the natural soil. X XX X 1452 X XX X X X X XX X X 1637 400 Oil well pump jacks are located throughout Union County. More than 1,100 producing oil and gas wells have been completed in Union County. Photo by Glynn Beck, Kentucky Geological Survey. XX XX X XXX 50 0 Geologic Hazards X Highland Creek This map is not intended to be used for selecting individual sites. Its purpose is to inform land-use planners, government officials, and the public in a general way about geologic bedrock conditions that affect the selection of sites for various purposes. The properties of thick soils may supercede those of the underlying bedrock and should be considered on a site-to-site basis. At any site, it is important to understand the characteristics of both the soils and the underlying rock. For further assistance, contact the Kentucky Geological Survey, Western Kentucky Office, 1401 Corporate Drive, Henderson, KY 42420, phone 270.827.3414 or 827.3404. For more information, and to make custom maps of your local area, visit our Land-Use Planning Internet Mapping Web Site at kgsmap.uky.edu/website/kyluplan/viewer.htm. The Uniontown levee was constructed to hold back Ohio River floodwaters. An earthen levee also protects the city of Sturgis. Photo by Glynn Beck, Kentucky Geological Survey. The most prominent geologic hazard for Union County is flooding. Areas underlain by alluvium (unit 1 on map) are often subject to flooding. Urban development exacerbates flooding, and therefore potential flooding should always be considered in urban development plans. Areas of steep-walled drainage, such as that formed in terrain underlain by units 3 through 6, are conducive to flash flooding, especially in developed areas. Maps of flood-prone areas may be obtained from the Kentucky Division of Water--Floodplain Management Branch, Federal Emergency Management Agency, or the U.S. Geological Survey. X 400 Agriculture is a major part of the Union County economy. Of the 218,343 acres in Union County, 128,000 (59 percent) were planted with either corn or soybeans in 2002. Photo by Glynn Beck, Kentucky Geological Survey. 8 Miles 12 Kilometers Carey, D.I., and Stickney, J.F., 2001, Groundwater resources of Union County, Kentucky: Kentucky Geological Survey Open-File Report OF-01-113, 19 p. Crawford, M.M., 2004a, Spatial database of the Dekoven and Saline Mines quadrangles, Crittenden and Union Counties, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1147. Adapted from Kehn, T.M., 1974, Geologic map of the Dekoven and Saline Mines quadrangles, Crittenden and Union Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1147, scale 1:24,000. Crawford, M.M., 2004b, Spatial database of the Grove Center quadrangle, Kentucky-Illinois, and part of the Shawneetown quadrangle, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1314. Adapted from Palmer, J.E., 1976, Geologic map of the Grove Center quadrangle, Kentucky-Illinois, and part of the Shawneetown quadrangle, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1314, scale 1:24,000. Jacobs, E.H., 1981, Soil survey of Union and Webster Counties, Kentucky: U.S. Department of Agriculture, Soil Conservation Service, 126 p. Solis, M.P., and Hettinger, A., 2000, Spatial database of the Sturgis quadrangle, western Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1273. Adapted from Kehn, T.M., 1975, Geologic map of the Sturgis quadrangle, western Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1273, scale 1:24,000. Solis, M.P., and Terry, J., 2000, Spatial database of the Smith Mills quadrangle, Henderson and Union Counties, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1215. Adapted from Johnson, W.D., Jr., and Norris, R.L., 1974, Geologic map of the Smith Mills quadrangle, Henderson and Union Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1215, scale 1:24,000. Solis, M.P., and Venard, E., 2000a, Spatial database of the Bordley quadrangle, Union and Webster Counties, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1275. Adapted from Kehn, T.M., 1975, Geologic map of the Bordley quadrangle, Union and Webster Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1275, scale 1:24,000. Solis, M.P., and Venard E., 2000b, Spatial database of the Poole quadrangle, western Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1088. Adapted from Fairer, G.M., 1973, Geologic map of the Poole quadrangle, western Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1088, scale 1:24,000. Solis, M.P., and Venard, E., 2000c, Spatial database of the Uniontown and Wabash Island quadrangles, Union and Henderson Counties, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1291. Adapted from Johnson, W.D., Jr., and Norris, R.L., 1976, Geologic map of the Uniontown and Wabash Island quadrangles, Union and Henderson Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1291, scale 1:24,000. Solis, M.P., and Venard, E., 2000d, Spatial database of the Waverly quadrangle, Union and Henderson Counties, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1220. Adapted from Fairer, G.M., 1975, Geologic map of the Waverly quadrangle, Union and Henderson Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1220, scale 1:24,000. Street, R., Wang, Z., Harik, I., and Allen, D., 1996, Source zones, recurrence rates, and time histories for earthquakes affecting Kentucky: Kentucky Transportation Center, University of Kentucky, KCT-96-4. Tyra, M.A., 2003, Spatial database of the Blackford quadrangle, western Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-873. Adapted from Amos, D.H., 1970, Geologic map of the Blackford quadrangle, western Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-873, scale 1:24,000. Venard, E., and Solis, M.P., 2000, Spatial database of the Morganfield quadrangle, Union County, Kentucky: Kentucky Geological Survey, ser. 12, Digitally Vectorized Geologic Quadrangle Data DVGQ-1269. Adapted from Johnson, W.D., Jr., Smith, A.E., and Fairer, G.M., 1975, Geologic map of the Morganfield quadrangle, Union County, Kentucky: U.S. Geological Survey Geologic Quadrangle Map GQ-1269, scale 1:24,000.
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