Storm Data and Unusual Weather Phenomena …………………………………………………………………………
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CHICAGO PREMIUM OUTLETS 1650 Premium Outlets Boulevard | Aurora, IL 60504
CHICAGO PREMIUM OUTLETS 1650 Premium Outlets Boulevard | Aurora, IL 60504 SEMI-IMPROVED PADS AVAILABLE FOR SALE OR LEASE A. RICK SCARDINO Principal [email protected] 773.355.3040 All information furnished regarding property for sale, rental or financing is from sources deemed reliable, but no warranty or representation is made to the accuracy thereof and same is submitted to errors, omissions, change of price, rental or other conditions prior to sale, lease or financing or withdrawal without notice. No liability of any kind is to be imposed on the broker herein. 9450 West Bryn Mawr Avenue | Suite 550 | Rosemont, IL 60018 | 773.355.3000 (main) | www.lee-associates.com CHICAGO PREMIUM OUTLETS Semi-Improved Pads Available for Sale or Lease PROPERTY OVERVIEW HIGHLIGHTS: OPPORTUNITY IDENTIFICATION: • 687,000 SF Premium Outlet Center with Over 170 Stores • Semi-Improved Pads with Interstate 88 Visibility Available Surrounded by Strong Demographics • Pads are Situated at the Southeast Corner of the Property • Opened in May 2004 and was Expanded in August 2015 and Near Large Parking Fields • Chicago Premium Outlets is One of the Top Performing • Ideal for a Hotel, Full Service Restaurant, Retail, or Outlet Centers in the U.S. with 6,000,000 Annual Visitors Entertainment Users • The City of Aurora, with a Population of More Than TRAFFIC COUNTS: 199,000, is the Second Largest City in Illinois • Interstate 88 (Chicago-Kansas City Expressway): 94,000 VPD • Other Local Attractions Include Hollywood Casino, Paramount Theatre, and Two Brothers -
Transportationtransportation
Transportationtransportation City of Elmhurst Comprehensive Plan TransporTATion Elmhurst’s transportation system consists of an extensive roadway network, including direct access to Interstate High- ways I-290, I-294, and I-88, an extensive commuter rail and bus transit system, as well as a well-connected pedestrian and bike network. This transportation network allows for easy and accessible travel within the City and excellent con- nections to the surrounding metropolitan area. Elmhurst’s interstate highway and commuter rail access are among its strongest assets, making it a very desirable community for living and conducting business. Therefore, maintain- ing a well-functioning and efficient transportation system is critical to sustaining the high quality-of-life in the com- munity. A review of existing conditions, including average daily traffic and transit ridership history, formed the basis for the development of the transportation framework and functional street classification. Through this analysis, pri- Commuter and freight rail tracks ority improvement areas were identified, as well as general improvements or suggestions to manage population and employment growth, relative to a functional and efficient 8. Improve wayfinding signage throughout the city to aid transportation system. This section provides an overview pedestrians, bicyclists and motorists in locating and of the transportation network in Elmhurst and offers some accessing key community facilities. recommendations to sustain and strengthen community mobility. Goal 2: Maintain and determine adequate parking facilities to serve land uses throughout the city. Goals AND OBJECTIVES Objectives: Goal 1: Continue to enhance mobility within the City by 1. Actively monitor, manage and address on-street and effectively managing local traffic issues and anticipating the off-street parking needs within the city to ensure ad- impact of future development on current traffic patterns. -
AMBER ALERT, DISASTER RESPONSE and EVACUATION, October 2005 PLANNED SPECIAL EVENTS, ADVERSE WEATHER and 6
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-06/0-4023-4 4. Title and Subtitle 5. Report Date AMBER ALERT, DISASTER RESPONSE AND EVACUATION, October 2005 PLANNED SPECIAL EVENTS, ADVERSE WEATHER AND 6. Performing Organization Code ENVIRONMENTAL CONDITIONS, AND OTHER MESSAGES FOR DISPLAY ON DYNAMIC MESSAGE SIGNS 7. Author(s) 8. Performing Organization Report No. Brooke R. Ullman, Conrad L. Dudek, Nada D. Trout, and Sandra K. Report 0-4023-4 Schoeneman, 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project 0-4023 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2000-August 2005 P.O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Automated Dynamic Message Signs (DMSs) Message Design and Display URL: http://tti.tamu.edu/document/0-4023-4.pdf 16. Abstract This report provides the results of focus group studies and human factors laboratory studies to investigate issues related to America’s Missing: Broadcast Emergency Response (AMBER) alerts, disaster response and evacuation (flooding, hurricane evacuation, and terrorist attacks), planned special events, and adverse weather and environmental conditions in order to design effective messages for display on dynamic message signs (DMSs). Focus group studies were conducted in six cities in Texas to obtain driver views of the above issues and to discuss driver information needs. -
What Are We Doing with (Or To) the F-Scale?
5.6 What Are We Doing with (or to) the F-Scale? Daniel McCarthy, Joseph Schaefer and Roger Edwards NOAA/NWS Storm Prediction Center Norman, OK 1. Introduction Dr. T. Theodore Fujita developed the F- Scale, or Fujita Scale, in 1971 to provide a way to compare mesoscale windstorms by estimating the wind speed in hurricanes or tornadoes through an evaluation of the observed damage (Fujita 1971). Fujita grouped wind damage into six categories of increasing devastation (F0 through F5). Then for each damage class, he estimated the wind speed range capable of causing the damage. When deriving the scale, Fujita cunningly bridged the speeds between the Beaufort Scale (Huler 2005) used to estimate wind speeds through hurricane intensity and the Mach scale for near sonic speed winds. Fujita developed the following equation to estimate the wind speed associated with the damage produced by a tornado: Figure 1: Fujita's plot of how the F-Scale V = 14.1(F+2)3/2 connects with the Beaufort Scale and Mach number. From Fujita’s SMRP No. 91, 1971. where V is the speed in miles per hour, and F is the F-category of the damage. This Amazingly, the University of Oklahoma equation led to the graph devised by Fujita Doppler-On-Wheels measured up to 318 in Figure 1. mph flow some tens of meters above the ground in this tornado (Burgess et. al, 2002). Fujita and his staff used this scale to map out and analyze 148 tornadoes in the Super 2. Early Applications Tornado Outbreak of 3-4 April 1974. -
Northeast Energy Direct Project Docket No. Pf14-22-000
NORTHEAST ENERGY DIRECT PROJECT DOCKET NO. PF14-22-000 DRAFT ENVIRONMENTAL REPORT RESOURCE REPORT 10 ALTERNATIVES PUBLIC Submitted by: Tennessee Gas Pipeline Company, L.L.C. 1001 Louisiana Street Houston, Texas 77002 November 2014 Environmental Report NED Project Resource Report 10 Alternatives 10-i RESOURCE REPORT 10 – ALTERNATIVES SUMMARY OF FILING INFORMATION INFORMATION FOUND IN Address the “no action” alternative (§ 380.12 (l)(1)). Section 10.1 For large Projects, address the effect of energy conservation or Section 10.1.1 energy alternatives to the Project Section 10.1.2 (§ 380.12 (l)(1)). Identify system alternatives considered during the identification of the Project and provide the rationale for rejecting each Section 10.2 alternative (§ 380.12 (l)(1)). Identify major and minor route alternatives considered to avoid impact on sensitive environmental areas (e.g., wetlands, parks, Section 10.3 or residences) and provide sufficient comparative data to justify the selection of the proposed route (§ 380.12 (l)(2)(ii)). Identify alternative sites considered for the location of major new aboveground facilities and provide sufficient comparative Sections 10.4, 10.5, and 10.6 data to justify the selection of the proposed site (§ 380.12 (l)(2)(ii)). November 2014 Environmental Report NED Project Resource Report 10 Alternatives 10-ii TABLE OF CONTENTS 10.0 INTRODUCTION..................................................................................................................... 10-1 10.1 NO-ACTION ALTERNATIVE ................................................................................... -
BRIDGE POINT MELROSE PARK Bridgepmp.Com | Melrose Park, IL
BRIDGE POINT MELROSE PARK bridgepmp.com | Melrose Park, IL AVAILABLE SPACE Up to 1,539,780 SF # OF BUILDINGS 1 - 3 CLEAR HEIGHT 36' - 40' NEW INFILL DEVELOPMENT O'HARE / WEST COOK SUBMARKET LAND SIZE HIGHLIGHTS 86.63 Acres • High profile location for labor and last mile distribution • Class A buildings with state-of-the-art • Unmatched connectivity to local expressways, specifications DELIVERY DATE intermodal centers, and O'Hare International Airport • Only site in O'Hare / West Cook submarket which • Direct access to Interstate 290 and Interstate 294 can accommodate over 500,000 SF building Q2 2023 • Potential for built-to-suit development with flexibility in • Site offers flexibility to accommodate heavy trailer design and layout parking CHARLIE KENNING BRIAN CARROLL Executive Vice President Senior Vice President [email protected] [email protected] +1 773 304 4117 +1 773 632 1102 CONCEPT PLAN #1 STORMWATER MANAGEMENT FACILITY 3 Clear Height: 40' 56'-6" Exterior Docks: 130 (expandable to 148) (89) 5 5 70'-0" TRAILER POSITIONS 1 3 1 5 13 15 Drive-In Doors: 4 (65) EXTERIOR DOCKS (9) FUTURE EXTERIOR DOCKS 2 2 22 707,953 SF 60'-0" D.I.D. D.I.D. 1180'-0" Car Parking: 610 stalls 60'-0" 121'-0" 121'-0" 50'-0" 2 0 2 0 50'-0" 1080'-0" 4 0 20 20 40 (20)BAYS @ 54'-0" 10'-0" Trailer Parking: 178 stalls 16'-4" 10'-0" Truck Court: 130' (10) B A Y S @ 48'-0" PROPOSED 2 0 20 40 20 20 Spec Office: To suit 40 480'-0" 600'-0" FACILITY #3 ±707,953 SQ.FT. -
Storm Data and Unusual Weather Phenomena ....…….…....……………
MAY 2006 VOLUME 48 NUMBER 5 SSTORMTORM DDATAATA AND UNUSUAL WEATHER PHENOMENA WITH LATE REPORTS AND CORRECTIONS NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION noaa NATIONAL ENVIRONMENTAL SATELLITE, DATA AND INFORMATION SERVICE NATIONAL CLIMATIC DATA CENTER, ASHEVILLE, NC Cover: Baseball-to-softball sized hail fell from a supercell just east of Seminole in Gaines County, Texas on May 5, 2006. The supercell also produced 5 tornadoes (4 F0’s 1 F2). No deaths or injuries were reported due to the hail or tornadoes. (Photo courtesy: Matt Jacobs.) TABLE OF CONTENTS Page Outstanding Storm of the Month …..…………….….........……..…………..…….…..…..... 4 Storm Data and Unusual Weather Phenomena ....…….…....……………...........…............ 5 Additions/Corrections.......................................................................................................................... 406 Reference Notes .............……...........................……….........…..……........................................... 427 STORM DATA (ISSN 0039-1972) National Climatic Data Center Editor: William Angel Assistant Editors: Stuart Hinson and Rhonda Herndon STORM DATA is prepared, and distributed by the National Climatic Data Center (NCDC), National Environmental Satellite, Data and Information Service (NESDIS), National Oceanic and Atmospheric Administration (NOAA). The Storm Data and Unusual Weather Phenomena narratives and Hurricane/Tropical Storm summaries are prepared by the National Weather Service. Monthly and annual statistics and summaries of tornado and lightning events -
Probable Maximum Precipitation Estimates, United States East of the 105Th Meridian
HYDROMETEOROLOGICAL REPORT 'N0.53 L D ..... 'C..,p "\ ..u o tM/ 'A1 ws/t.d/M 'b !>"'"'"' , , 1 1 ~, 5 E.~..~t:-west J/.,e; h~ s,J~ ..s, .... ~ ,41'b ~·qto Seasonal Variation of 10-Square-Mile Probable Maximum Precipitation Estimates, United States East of the 105th Meridian ,_ U.S. DEPARTMENT OF COMMERCE, , -- NATIONAL OCEANIC AND ATMOS~HERIC ADMINISI'RATION U.S. NUCLEAR REGULATORY COMMISSION - , - Silver Spnng, Md , , Apn11980 U.S. Department of Commerce U.S. Nuclear Regulatory National Oceanic and Atmospheric Commission Administration NUREG/CR-1486 Hydrometeorological Report No. 53 SEASONAL VARIATION OF 10-SQUARE-MILE PROBABLE MAXIMUM PRECIPITATION ESTIMATES) UNITED STATES EAST OF THE 105TH MERIDIAN Prepared by Francis P. Ho and John T. Riedel Hydrometeorological Branch Office of Hydrology National Weather Service Washington, D.C. April 1980 TABLE OF CONTENTS Page Abstract. 1 1. Introduction . 1 1.1 Authorization. 1 1.2 Purpose. 1 1.3 Scope ••... 1 1.4 Definitions .. 2 1.5 Previous study 2 2. Basic data . 2 2.1 Background • • • • • . 2 2.2 Available station rainfall data •• 3 2.2.1 Storm rainfall • • • • • 3 2.2.2 Maximum 1-day or 24-hour values, each month ••••••• 3 2.2.3 Maximum 6-, 12- and 24-hr values, each month . 3 2.2.4 11aximum recorded rainfall at first-order stations. 3 2.2.5 Data tapes, selected stations. 3 2.2.6 Data tapes, 1948-73 •. 5 2.2.7 Canadian data. 5 3. Approach to PMP. • ••. 5 3.1 Summary. 5 3.2 Selected major storm values •. 5 3.3 Moisture maximization. -
Bonded Concrete Overlay Performance in Illinois
143 Bonded Concrete Overlay Performance In Illinois FINAL REPORT PHYSICAL RESEARCH REPORT NO. 143 JUNE 2002 Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA/IL/PRR 143 4. Title and Subtitle 5. Report Date April 2002 BONDED CONCRETE OVERLAY PERFORMANCE IN ILLINOIS 6. Performing Organization Code 8. Performing Organization Report No. 7. Author(s) Thomas J. Winkelman Physical Research No. 143 9. Performing Organization Name and Address 10. Work Unit ( TRAIS) Illinois Department of Transportation Bureau of Materials and Physical Research 11. Contract or Grant No. 126 East Ash Street Springfield, Illinois 62704-4766 IHR – R07 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Illinois Department of Transportation Final Report Bureau of Materials and Physical Research July, 1995 – December, 2001 126 East Ash Street Springfield, Illinois 62704-4766 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract Two bonded concrete overlay rehabilitation projects were constructed in Illinois during the 1990’s. The first project was constructed in 1994 and 1995 on Interstate 80, east of Moline. The second project was constructed in 1996 on Interstate 88 near Erie. The existing pavements for both the Interstate 80 and Interstate 88 projects were 8-inch thick continuously reinforced concrete pavements. The Interstate 80 rehabilitation was designed as a 4-inch thick plain concrete overlay. This project includes six experimental sections using various percentages of microsilica added to the standard mix design. In addition, microsilica grout was used as a bonding agent between the original pavement and the new bonded concrete overlay in some sections. -
The Population Bias of Severe Weather Reports West of the Continental Divide
THE POPULATION BIAS OF SEVERE WEATHER REPORTS WEST OF THE CONTINENTAL DIVIDE Paul Frisbie NOAAlNational Weather Service Weather Forecast Office Grand Junction, Colorado Abstract and had 'significant consequences. Lightning from thun derstorms that afternoon sparked the Marble Cone fire Many severe storms in the West may go unreported or (several miles south of Camp Pico Blanco) that burned unobserved, and therefore, the severe weather climatology 177,866 acres - the third largest wildfire in California's is not fully understood. However, as the population has history (California Department of Forestry and Fire increased in the West, so has the number of severe weath Protection 2004). er reports. To check if a population bias exists, correlation The aforementioned cases illustrate the challenges of coefficients are calculated with respect to population for establishing a relevant severe weather climatology for tornadic and nontornadic severe storm activity. The sam the western US. Since no one knows how many severe ple size for tornadic storms is too small to draw any con storms go unreported or unobserved, there is uncertainty clusion. To calculate the correlation coefficients for non regarding the number of severe storms that actually do tornadic severe storms, population and severe weather occur. People have been gradually moving into areas that data are used for every county in each western state were once unpopulated, and are now observing severe between the years 1986-1995 and 1996-2004. The calcu storms that would not have been observed beforehand. To lated correlation coefficients reveal that population and provide a better understanding of how often severe the number ofnontornadic severe storms are significantly weather occurs, trends for tornadic and nontornadic correlated which indicates that a population bias does severe storms will be examined. -
10 Ronald Reagan Expressway
2004-10 EXECUTIVE ORDER ESTABLISHING INTERSTATE 88 BETWEEN STERLING, ILLINOIS AND THE QUAD CITIES AS THE RONALD REAGAN MEMORIAL HIGHWAY WHEREAS, President Ronald Reagan was a native son of Illinois, born in Tampico, Illinois, on February 6, 1911 in a five-room flat over a bakery, the second son of store clerk John Reagan and seamstress Nelle Reagan; and WHEREAS, the Reagan family moved to Chicago’s South Side, to Monmouth, and back to Tampico before settling in Dixon, Illinois; and WHEREAS, Ronald Reagan was baptized at the Christian Church of Dixon on July 21, 1922; and WHEREAS, Ronald Reagan spent seven summers working as a lifeguard at Dixon’s Lowell Park, and is credited with saving 77 swimmers from drowning in the Rock River during that time; and WHEREAS, Ronald Reagan graduated from Dixon High School, where he participated in drama, basketball, football and track, and was elected student body president; and WHEREAS, Ronald Reagan attended Eureka College in Eureka, Illinois, where he appeared in 14 plays, won letters in football, swimming and track, coached the swim team, and served as study body president during his senior year; and WHEREAS Ronald Reagan graduated from Eureka College in 1932 with a Bachelor of Arts degree in social science and economics; and WHEREAS, Ronald Reagan cast his first vote in a national presidential election in Dixon in 1932; and WHEREAS, the future fortieth president of the United States spent his entire youth in Illinois; and WHEREAS, President Ronald Reagan had a long and varied career, ranging from the movie screens of Hollywood, to the Governor’s mansion in California, and finally to the White House as President of the United States; and WHEREAS, with his death on June 6, 2004, the United States of America and the State of Illinois have lost a charismatic and inspiring leader. -
Page 1 of 8 PNS from KBOX 12/31/2012
PNS from KBOX Page 1 of 8 Generated by Foxit PDF Creator © Foxit Software http://www.foxitsoftware.com For evaluation only. 535 NOUS41 KBOX 310623 PNSBOX CTZ002>004-MAZ002>024-026-NHZ011-012-015-RIZ001>008-311823- PUBLIC INFORMATION STATEMENT SPOTTER REPORTS NATIONAL WEATHER SERVICE TAUNTON MA 123 AM EST MON DEC 31 2012 THE FOLLOWING ARE UNOFFICIAL OBSERVATIONS TAKEN FOR THE STORM THAT AFFECTED THE REGION SATURDAY NIGHT AND SUNDAY MORNING (DECEMBER 29-30). APPRECIATION IS EXTENDED TO HIGHWAY DEPARTMENTS... COOPERATIVE OBSERVERS...SKYWARN SPOTTERS AND MEDIA FOR THESE REPORTS. THIS SUMMARY IS ALSO AVAILABLE ON OUR HOME PAGE AT WEATHER.GOV/BOSTON ********************STORM TOTAL SNOWFALL******************** LOCATION STORM TOTAL TIME/DATE COMMENTS SNOWFALL OF /INCHES/ MEASUREMENT CONNECTICUT ..HARTFORD COUNTY GLASTONBURY 11.0 1108 AM 12/30 HAM RADIO MANCHESTER 10.5 125 AM 12/30 HAM RADIO WINDSOR 9.0 1010 PM 12/29 GENERAL PUBLIC WETHERSFIELD 9.0 853 AM 12/30 HAM RADIO CANTON 9.0 957 AM 12/30 GENERAL PUBLIC FARMINGTON 8.5 1154 PM 12/29 TRAINED SPOTTER SIMSBURY 8.3 1016 PM 12/29 HAM RADIO AVON 8.2 508 AM 12/30 TRAINED SPOTTER BERLIN 8.0 1239 AM 12/30 HAM RADIO ENFIELD 8.0 908 AM 12/30 HAM RADIO SOUTH WINDSOR 8.0 1221 AM 12/30 TRAINED SPOTTER GRANBY 7.8 1238 AM 12/30 HAM RADIO BURLINGTON 7.8 936 PM 12/29 TRAINED SPOTTER WINDSOR LOCKS 7.1 700 AM 12/30 AIRPORT NEWINGTON 7.0 1013 PM 12/29 HAM RADIO WEST HARTFORD 6.6 818 AM 12/30 MEDIA NORTH GRANBY 6.0 724 AM 12/30 TRAINED SPOTTER EAST HARTLAND 6.0 1017 PM 12/29 HAM RADIO ..TOLLAND COUNTY COVENTRY