Kentucky Truck Weight Classification
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Phase I Archaeological Survey Along KY 55 in Perry County, Kentucky
Contract Publication Series 17-178 AN ARCHAEOLOGICAL SURVEY FOR THE NEW EXIT 55 AND ASSOCIATED INTERCHANGE ON HAL ROGERS PARKWAY IN PERRY COUNTY, KENTUCKY (ITEM NO. 10-8903.00) by Brian G. DelCastello Prepared for Prepared by Kentucky West Virginia Ohio Indiana Louisiana Tennessee Virginia Contract Publication Series 17-178 AN ARCHAEOLOGICAL SURVEY FOR THE NEW EXIT 55 AND ASSOCIATED INTERCHANGE ON HAL ROGERS PARKWAY IN PERRY COUNTY, KENTUCKY (ITEM NO. 10-8903.00) by Brian G. DelCastello, RPA With contributions by Heather D. Barras Prepared for David Waldner Division of Environmental Analysis Kentucky Transportation Cabinet 200 Mero Street Frankfort, Kentucky 40622 Phone: (502) 564-7250 Fax: (502) 564-5655 Prepared by Cultural Resource Analysts, Inc. 151 Walton Avenue Lexington, Kentucky 40508 Phone: (859) 252-4737 Fax: (859) 254-3747 Email: [email protected] CRA Project No.: K17K008 __________________________ ________________________ Charles M. Niquette, RPA Richard L. Herndon, RPA Co-Principal Investigator Co-Principal Investigator August 28, 2017 Lead Agency: Federal Highway Administration Kentucky Transportation Cabinet Item Number 10-8903.00 Statewide Contract No. PON2 1600003838, Letter Agreement 26-DBD OSA Project Registration No.: FY17_9229 ABSTRACT On June 26–27 and July 17, 2017, Cultural Resource Analysts, Inc., personnel conducted an archaeological survey for the proposed new Exit 55 along the Hal Rogers Parkway in western Perry County, Kentucky (Item No. 10-8903.00). The project area is situated west of the modern community of Hazard. The survey was conducted at the request of David Waldner of the Kentucky Transportation Cabinet, Division of Environmental Analysis. The project area measured approximately 47.5 ha (117.4 acres) in total size. -
Topography Along the Virginia-Kentucky Border
Preface: Topography along the Virginia-Kentucky border. It took a long time for the Appalachian Mountain range to attain its present appearance, but no one was counting. Outcrops found at the base of Pine Mountain are Devonian rock, dating back 400 million years. But the rocks picked off the ground around Lexington, Kentucky, are even older; this limestone is from the Cambrian period, about 600 million years old. It is the same type and age rock found near the bottom of the Grand Canyon in Colorado. Of course, a mountain range is not created in a year or two. It took them about 400 years to obtain their character, and the Appalachian range has a lot of character. Geologists tell us this range extends from Alabama into Canada, and separates the plains of the eastern seaboard from the low-lying valleys of the Ohio and Mississippi rivers. Some subdivide the Appalachians into the Piedmont Province, the Blue Ridge, the Valley and Ridge area, and the Appalachian plateau. We also learn that during the Paleozoic era, the site of this mountain range was nothing more than a shallow sea; but during this time, as sediments built up, and the bottom of the sea sank. The hinge line between the area sinking, and the area being uplifted seems to have shifted gradually westward. At the end of the Paleozoric era, the earth movement are said to have reversed, at which time the horizontal layers of the rock were uplifted and folded, and for the next 200 million years the land was eroded, which provided material to cover the surrounding areas, including the coastal plain. -
Data Sheet United States Department of the Interior National Park Service National Register of Historic Places Inventory - Nomination Form
Form No. 10-300 (Rev. 10-74) 36 DATA SHEET UNITED STATES DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE NATIONAL REGISTER OF HISTORIC PLACES INVENTORY - NOMINATION FORM SEE INSTRUCTIONS IN HOW TO COMPLETE NATIONAL REGISTER FORMS ____________TYPE ALL ENTRIES - COMPLETE APPLICABLE SECTIONS______ I NAME HISTORIC , Sesse Whltesell?House Same LOCATION U> C^(j STREET & NUMBER Route #5, Box 391 —NOT FOR PUBLICATION CITY, TOWN CONGRESSIONAL DISTRICT Fulton f>\.A,, *> £. , . VICINITY OF 01 STATE CODE COUNTY CODE Kentucky 021 Fulton 075 UCLA SSIFI c ATI ON CATEGORY OWNERSHIP STATUS PRESENT USE —DISTRICT _ PUBLIC XLOCCUPIilD —AGRICULTURE —MUSEUM ^BUILDING(S) ^.PRIVATE — UNOCCUPIED —COMMERCIAL —PARK —STRUCTURE —BOTH _ WORK IN PROGRESb —EDUCATIONAL X.PRIVATE RESIDENCE —SITE PUBLIC ACQUISITION ACCESSIBLE —ENTERTAINMENT —RELIGIOUS —OBJECT —IN PROCESS —YES: RESTRICTED —GOVERNMENT —SCIENTIFIC —BEING CONSIDERED — YES: UNRESTRICTED —INDUSTRIAL —TRANSPORTATION XNO —MILITARY —OTHER. OWNER OF PROPERTY NAME Hunter Whites ell STREET & NUMBER Route # 5, Box 391 CITY. TOWN STATE Fulton VICINITY OF Kentucky LOCATION OF LEGAL DESCRIPTION COURTHOUSE, REGISTRY OF DEEDS,ETC Fulton County Courthouse, County Clerkfs Office, STREET & NUMBER CITY, TOWN STATE Hickman Kentucky 1 REPRESENTATION IN EXISTING SURVEYS TITLE Survey of Historic Sites in Kentucky (Supplement) DATE 1974 —FEDERAL X.STATE —COUNTY ._LOCAL DEPOSITORY FOR SURVEY RECORDS Kentucky Heritage Commission CITY, TOWN STATE Frankfort Kentucky CONDITION CHECK ONE CHECK ONE —EXCELLENT —DETERIORATED ^UNALTERED ^ORIGINAL SITE X.GOOD —RUINS —ALTERED —MOVED DATE———————— _FAIR __UNEXPOSED DESCRIBETHE PRESENT AND ORIGINAL (IF KNOWN) PHYSICAL APPEARANCE The Whites ell House is located on State Route 116 approximately 1/2 mile west of the town of Fulton in the extreme southwestern section of the state. -
Kentucky Oversize/ Overweight Permit Manual
Oversize/ Overweight Permit Manual Kentucky Foreword The Specialized Carriers & Rigging Association is pleased to publish this Oversize/ Overweight Permit Manual. Each state analysis includes information in a standardized format: contact, legal limits, special permit limits, general restrictions, types of permits available, fees, escort needs, fines, and restricted travel areas. Telephone numbers, locations, and hours of operation are listed for ports of entry and permit branches. However, readers are always advised to check with the state offices on current laws and procedures. This project could not have been completed without the advice and consultation of many state officials. We thank all of those who provided permit manuals, maps, laws, regulations, and various other forms of documentation. Legal Notice This SC&RA Oversize/Overweight Permit Manual is intended only to provide concise, easily read information, useful in planning movements of overdimensional and overweight loads. This Permit Manual is not intended to be an accurate summary of all the applicable laws and regulations. Users of the Permit Manual should confirm the information contained herein before dispatching vehicles and loads. The SC&RA cautions Permit Manual users that state laws and regulations are subject to change without notice, and that some time elapses between the effective date of such changes and the amendment of the Permit Manual to reflect those changes. The SC&RA assumes no responsibility for accident, injury, loss or claim, penalties or any other damage resulting from reliance on the contents of this Permit Manual. Specialized Carriers & Copyright 1987-2015 by the Specialized Carriers & Rigging Association. All rights reserved. No part of this publication may Rigging Association be reproduced, stored in a retrieval system, or transmitted in any 5870 Trinity Parkway, Suite 200 form or by any means, electronic, mechanical, photocopying, Centreville, VA 20120 recording, scanning, or otherwise, without the prior written PHONE: (703) 698-0291 permission of the publisher, Joel M. -
I-69 Ohio River Crossing DEIS, Chapter 2 Purpose and Need
I-69 Ohio River Crossing Project Draft Environmental Impact Statement CHAPTER 2 – PURPOSE AND NEED This chapter describes the need for the project based on I-69 system linkage, maintenance costs of the existing US 41 bridges, existing and future traffic levels of service (LOS), and crash rates. It then presents the project purpose based on the project needs and the performance measures that will be used to evaluate project alternatives. 2.1 INTRODUCTION The project’s purpose and need statement sets the foundation for the project development process. The statement identifies specific transportation problems (needs) that the project will address and describes the desired outcomes or goals (purpose) of the project. The purpose and need statement that was developed for the 2004 Interstate 69 Henderson, Kentucky to Evansville, Indiana Draft Environmental Impact Statement (DEIS) was reviewed and revised accordingly based on updated information, policies, and guidelines. The project area used in the evaluation of the purpose and need for the I-69 Ohio River Crossing (ORX) project extends from I-69 (formerly I-164) in Indiana on the south side of Evansville (i.e., northern terminus) across the Ohio River to I-69 (formerly Edward T. Breathitt Pennyrile Parkway) southeast of Henderson, KY (i.e., southern terminus) (Figure 2.2-1). The section of Edward T. Breathitt Pennyrile Parkway between KY 351 and KY 425 that was not re-designated as I-69 has been recently re-designated as US 41. The project area generally encompasses a triangular area that extends from approximately 0.5 mile west of the I-69/US 41/Veterans Memorial Parkway interchange to 0.5 mile east of the I-69/SR 662 interchange in Indiana, and south into Kentucky to I-69 near KY 136. -
A Community to Live, Work, & Play
A Community to Live, Work, & Play 2015 Comprehensive Plan for the City of Fulton, KY Acknowledgements The City of Fulton Comprehensive Plan was made possible by a multitude of civic leaders, city department heads, and staff members who have given generously of their time, passion and expertise to collaborate on this vision. First and foremost, we would like to thank the Fulton City Commission, Fulton Planning Commission for their trust and support. In addition, significant input was provided by the Fulton County- Hickman County Economic Development Partnership, Housing Authority of Fulton, and the West Kentucky Workforce Investment Board. The time and effort on the part of many to provide this input is appreciated. This study has been funded with local funds contracted from the City of Fulton, Kentucky. The plan was created by the Purchase Area Development District and does not necessarily reflect the official position of the City of Fulton, Kentucky. The City of Fulton makes no guarantees, warranties, or assurances of any kind, express or implied, with respect to such information, including any information on linked sites and including, but not limited to, accuracy of the information or its completeness, timeliness, usefulness, adequacy, continued availability, or ownership. This plan is copyrighted by the organization that created it. Internal use by an organization and/or personal use by an individual for non-commercial purposes is permissible. All other uses require the prior authorization of the copy- right owner. Note to the Reader: Where there is a permanent URL to the source document online, that URL has been included in this report. -
A CONCURRENT RESOLUTION Urging the United States Government to 2 Designate a Portion of the Edward T
UNOFFICIAL COPY 17 RS BR 1556 1 A CONCURRENT RESOLUTION urging the United States government to 2 designate a portion of the Edward T. Breathitt Pennyrile Parkway as Interstate 169. 3 WHEREAS, the Edward T. Breathitt Pennyrile Parkway opened as a toll road on 4 Kentucky's Parkway system in 1969, providing a fast and efficient connection between 5 the cities of Henderson and Hopkinsville; and 6 WHEREAS, in 2006, the section of the Edward T. Breathitt Pennyrile Parkway 7 from Henderson to the Western Kentucky Parkway was designated as a portion of 8 Interstate 69, and in 2015, legislation directed that the route be signed as Interstate 69; 9 and 10 WHEREAS, designating the remainder of the Edward T. Breathitt Pennyrile 11 Parkway as an interstate spur would provide increased connectivity between Interstate 69 12 and Interstate 24; and 13 WHEREAS, designation of the remainder of the Edward T. Breathitt Pennyrile 14 Parkway as an interstate spur could save the federal government and the Commonwealth 15 nearly $200 million and maximize investments already made, like the $100 million 16 invested in the road in the 1990s to achieve this ultimate goal ; and 17 WHEREAS, designation of the remainder of the Edward T. Breathitt Pennyrile 18 Parkway as an interstate spur will enhance the region by helping to bring in much needed 19 economic and tourism dollars, especially since so many businesses emphasize connection 20 to the interstate highway system when researching site selection; and 21 WHEREAS, designation of the remainder of the Edward T. Breathitt -
Storm Data and Unusual Weather Phenomena
MARCH 1997 VOLUME 39 NUMBER 3 SSTTOORRMM DDAATTAA AND UNUSUAL WEATHER PHENOMENA WITH LATE REPORTS AND CORRECTIONS NATIONAL OCEANIC AND NATIONAL ENVIRONMENTAL SATELLITE NATIONAL CLIMATIC DATA CENTER noaa ATMOSPHERIC ADMINISTRATION DATA, AND INFORMATION SERVICE ASHEVILLE, N.C. Cover:TheremnantsofabuildingwhichoncestoodinArkadelphia,Arkansas.AnF4tornadomoveddirectlythroughthetownabout2:21PMon March1,1997.ThetornadoesinArkansasleft25peopledeadandinjuredanother400.Morethan13.000structuresweredamagedwithmorethan 1,000destroyed.(PhotocourtesyofTimHogan,Arkadelphia,AR) TABLEOF CONTENTS Page OutstandingStormsoftheMonth.................................................5 StormDataandUnusualWeatherPhenomena..........................................8 Additions/Corrections....................................................... N/A ReferenceNotes.......................................................... 189 STORMDATA (ISSN0039-1972) NationalClimaticDataCenter Editor:StephenDelGreco AssistantEditor:StuartHinson STORMDATAisprepared,funded,anddistributedbytheNationalOceanicandAtmosphericAdministration(NOAA).The OutstandingStormsoftheMonthsectionispreparedbytheDataOperationsBranchoftheNationalClimaticDataCenter. TheStormDataandUnusualWeatherPhenomenanarrativesandHurricane/TropicalStormsummariesarepreparedbytheNational WeatherService.Monthlyandannualstatisticsandsummariesoftornadoandlightningeventsresultingindeaths,injuries,anddamage arecompiledbycooperativeeffortsbetweentheNationalClimaticDataCenterandtheStormPredictionCenter. STORMDATAcontainsallconfirmedinformationonstormsavailabletoourstaffatthetimeofpublication.However,dueto -
Chapter 180 1
CHAPTER 180 1 CHAPTER 180 ( HCR 90 ) A CONCURRENT RESOLUTION urging the United States government to designate a portion of the Edward T. Breathitt Pennyrile Parkway as Interstate 169. WHEREAS, the Edward T. Breathitt Pennyrile Parkway opened as a toll road on Kentucky's Parkway system in 1969, providing a fast and efficient connection between the cities of Henderson and Hopkinsville; and WHEREAS, in 2006, the section of the Edward T. Breathitt Pennyrile Parkway from Henderson to the Western Kentucky Parkway was designated as a portion of Interstate 69, and in 2015, legislation directed that the route be signed as Interstate 69; and WHEREAS, designating the remainder of the Edward T. Breathitt Pennyrile Parkway as an interstate spur would provide increased connectivity between Interstate 69 and Interstate 24; and WHEREAS, designation of the remainder of the Edward T. Breathitt Pennyrile Parkway as an interstate spur could save the federal government and the Commonwealth nearly $200 million and maximize investments already made, like the $100 million invested in the road in the 1990s to achieve this ultimate goal ; and WHEREAS, designation of the remainder of the Edward T. Breathitt Pennyrile Parkway as an interstate spur will enhance the region by helping to bring in much needed economic and tourism dollars, especially since so many businesses emphasize connection to the interstate highway system when researching site selection; and WHEREAS, designation of the remainder of the Edward T. Breathitt Pennyrile Parkway as an interstate spur would continue to improve the vital role that the interstate highway system plays in our national defense logistics system especially as it pertains to Fort Campbell; and WHEREAS, current projects in Kentucky's Six Year Road Plan address intersection issues that pose potential obstacles to an interstate designation; and WHEREAS, legislation has passed the United States Senate that would designate the remainder of the Edward T. -
(A) Placement Above Uppermost Aquifer
AECOM 502-569-2301 tel 500 W Jefferson St. 502-569-2304 fax Suite 1600 Louisville, KY 40202 www.aecom.com October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards, Kentucky 42452 Engineer’s Certification of Placement Above the Uppermost Aquifer Existing Green CCR Surface Impoundment EPA Final CCR Rule Sebree Station Robards, Kentucky 1.0 PURPOSE The purpose of this document is to certify that the Placement above Sebree “Green” Existing CCR Surface Impoundment is in compliance with the Placement above the Uppermost Aquifer requirement of the Final CCR Rule at 40 CFR §257.60. Presented below is the project background, summary of findings, limitations and certification. 2.0 BACKGROUND In accordance with 40 CFR §257.60, the owner/operator of an existing CCR Surface Impoundment must demonstrate that the base of the unit is located no less than 1.52 meters (five feet) above the upper limit of the uppermost aquifer, or must demonstrate that there will not be an intermittent, recurring, or sustained hydraulic connection between any portion of the base of the CCR unit and the uppermost aquifer due to normal fluctuations in groundwater elevations (including the seasonal high water table). In accordance with 40 CFR §257.60(c)(1), the demonstration must be made by October 17, 2018. If such demonstration cannot be made, the unit is subject to the closure or retrofit requirements of 40 CFR §257.101 3.0 SUMMARY OF FINDINGS Available data regarding site groundwater, site geology, and physical limits of the unit for the Green Surface Impoundment do not evidence a 5-foot separation between the base of the impoundment and the uppermost limit of the uppermost aquifer and they do not support a lack of hydraulic connectivity between the unit and the aquifer as specified in 40 CFR §257.60(a). -
Comprehensive Economic Development Strategy
COMPREHENSIVE ECONOMIC DEVELOPMENT STRATEGY 2017 CEDS 177 Graham Avenue Bowling Green, KY 42101 December 2017 ALLEN – BARREN – BUTLER – EDMONSON – HART LOGAN – METCALFE – MONROE – SIMPSON - WARREN TABLE OF CONTENTS I. Executive Summary……………………………………………………………….……………………….…..….…..4 II. Summary Background.………………………………………………………………….……………….……...……7 III. SWOT Analaysis…………………………………………………………………………………………………….…….9 Economic Background of the Region………………………………..…………………………….…....…..11 . Population…………………………………………………………………………………….…..……….…..…..12 . Population Composition……………………………………………………………………..…….....…….16 . Economy & Workforce………………………………………………………………………………...….….19 . Tourism……………………………………………………………………………………………………………....26 . Education…………………………………………………………………….…………….……………….……...29 . Agriculture…………………………………………………………………….…………………………….………32 . Industrial Infrastructure……………………………………….…………………….……………………….33 . Broadband…………………………………………………………………………………….…….………………37 . Transportation……………………………………………………………………………………..……………..39 . Infrastructure……………………………………………………………………………….………….………….46 . Economic Resilience………………………………………………………………………………......………47 . Natural Disaster Resilience………………………………………………………………………………….49 . Identification of Other Plans and Strategies…………………………….………………………....53 . Integration of State’s Economic Priorities……………………………………………………………56 . Economic Cluster Analysis……………………………………………………………………………………57 IV. Goals/Action Plan………………………………………………………………………………………………………59 V. Evaluation/Performance Measures……………………………………………………………………………70 VI. Strategic Projects………………………………………………………………………………..…………………….71 -
Kentucky Parkway System
KENTUCKY PARKWAY SYSTEM D. H. Bray, President Brighton Engineering Company Frankfort, Kentucky Before discussing the Kentucky Parkway System, I want to touch first on the historical background of turnpikes, both those in general use and also those in Kentucky before 1952. My objective in saying anything about this historical background is because I think it will be interest ing_for you to see what parallels there are between the necessities and practices of turnpike con struction in those times compared with what we are now doing in Kentucky. I think this will give you a better perspective of this subject of toll roads. Following this historical statement, I will describe briefly the toll roads that have been built in Kentucky since 1952 under the two different legislative Acts, which pertain to the method of financing and the handling of the work. Then for the rest of my presentation and the part which is particularly fitting to the subject matter, in which those of you attending this committee ses sion on planning and research may be most interested, I will discuss the Kentucky toll roads con structed since 1952, their planning and location, special design and research features, and some maintenance experiments on them. Then in conclusion I will state the advantages, as I see them, of Kentucky's modern toll road program. Some 500 years ago there emerged in England a common law whereby the inhabitants of the parishes were bound to keep all roads in their parishes in repair. The local residents found this duty a real burden, especially for the up-keep of those roads that carried a considerable volume of through traffic.