Industrial User Wastewater Survey & Permit Application
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Korea Railroad Corporation
KOREA RAILROAD CORPORATION Issue of U.S.$ 150,000,000 Floating Rate Notes due 2024 (the “Notes”) Issued pursuant to the U.S.$2,000,000,000 Medium Term Note Program Issue Price: 100% of the Aggregate Nominal Amount Issue Date: November 29, 2019 This investor package includes (a) the offering circular dated August 28, 2018 relating to the U.S.$2,000,000,000 Medium Term Note Program (the “Program”) as supplemented by the pricing supplement dated November 18, 2019 relating to the Notes (the “Offering Circular”), and (b) this document dated November 29, 2019 as the cover page to the Offering Circular (the “Investor Package”). The Notes will be issued by Korea Railroad Corporation (the “Issuer”). Application will be made to the Taipei Exchange (the “TPEx”) for the listing of, and permission to deal in, the Notes by way of debt issues to professional investors as defined under Paragraph 1, Article 2-1 of the Taipei Exchange Rules Governing Management of Foreign Currency Denominated International Bonds of the ROC only and such permission is expected to become effective on or about November 29, 2019. TPEx is not responsible for the contents of this Investor Package and no representation is made by TPEx as to the accuracy or completeness of this Investor Package. TPEx expressly disclaims any and all liabilities for any losses arising from, or as a result of, the reliance on, all or part of the contents of this Investor Package. Admission for listing and trading of the Notes on the TPEx is not to be taken as an indication of the merits of the Issuer or the Notes. -
Heater Element Specifications Bulletin Number 592
Technical Data Heater Element Specifications Bulletin Number 592 Topic Page Description 2 Heater Element Selection Procedure 2 Index to Heater Element Selection Tables 5 Heater Element Selection Tables 6 Additional Resources These documents contain additional information concerning related products from Rockwell Automation. Resource Description Industrial Automation Wiring and Grounding Guidelines, publication 1770-4.1 Provides general guidelines for installing a Rockwell Automation industrial system. Product Certifications website, http://www.ab.com Provides declarations of conformity, certificates, and other certification details. You can view or download publications at http://www.rockwellautomation.com/literature/. To order paper copies of technical documentation, contact your local Allen-Bradley distributor or Rockwell Automation sales representative. For Application on Bulletin 100/500/609/1200 Line Starters Heater Element Specifications Eutectic Alloy Overload Relay Heater Elements Type J — CLASS 10 Type P — CLASS 20 (Bul. 600 ONLY) Type W — CLASS 20 Type WL — CLASS 30 Note: Heater Element Type W/WL does not currently meet the material Type W Heater Elements restrictions related to EU ROHS Description The following is for motors rated for Continuous Duty: For motors with marked service factor of not less than 1.15, or Overload Relay Class Designation motors with a marked temperature rise not over +40 °C United States Industry Standards (NEMA ICS 2 Part 4) designate an (+104 °F), apply application rules 1 through 3. Apply application overload relay by a class number indicating the maximum time in rules 2 and 3 when the temperature difference does not exceed seconds at which it will trip when carrying a current equal to 600 +10 °C (+18 °F). -
Fock–Goncharov Coordinates for Semisimple Lie Groups
FOCK–GONCHAROV COORDINATES FOR SEMISIMPLE LIE GROUPS S. GILLES Abstract. Fock and Goncharov [FG06b] introduced cluster ensembles, providing a framework for coordi- nates on varieties of surface representations into Lie groups, as well as a complete construction for groups of type An. Later, Zickert [Zic19], Le [Le16b], [Le16a], and Ip [Ip18] described, using differing methods, how to apply this framework for other Lie group types. Zickert also showed that this framework applies to triangulated 3-manifolds. We present a complete, general construction, based on work of Fomin and Zelevinsky. In particular, we complete the picture for the remaining cases: Lie groups of types F4, E6, E7, and E8. Contents Acknowledgements 2 1. Introduction 2 1.1. Classical Teichmüller space 2 1.2. Cluster ensemble structures 4 1.3. Higher Teichmüller spaces 5 1.4. Results 7 1.5. Historical context 7 2. Ingredients 8 2.1. Root spaces and Weyl groups 8 2.2. Unipotent subgroups 9 2.3. Coxeter elements 9 2.4. Generalized minors 9 2.5. Factorization coordinates 11 2.6. Quivers 11 2.7. Cluster ensembles 12 3. Key identities 13 3.1. Actions of a dubs 13 3.2. Actions of σG 13 3.3. Grid exchange relations 14 4. Coordinates on generically-decorated representations 15 4.1. Configurations and gluings 16 arXiv:2104.04941v1 [math.GT] 11 Apr 2021 4.2. Triangular quivers and Fock–Goncharov coordinate structures 17 4.3. From coordinates to representations 21 4.4. Regarding 3-manifolds 23 5. Main Result: Fock–Goncharov coordinate structures for non-An 23 5.1. -
Case I,I,Emptyset,P7.Nb
Definitions: In[56]:= $Assumptions = w12 ≥ 0 && w13 ≥ 0 && w16 ≥ 0 && w24 ≥ 0 && w25 ≥ 0 && w36 ≥ 0 && w45 ≥ 0 && u > 0 && v > 0 && w21 ≥ 0 && w31 ≥ 0 && w61 ≥ 0 && w42 ≥ 0 && w52 ≥ 0 && w63 ≥ 0 && w54 ≥ 0 && K34 > 0 && K56 > 0 && K31 > 0 && K51 > 0 w = {{0, w12, w13, 0, 0, w16}, {w21, 0, 0, w24, w25, 0}, {w31, 0, 0, u, 0, w36}, {0, w42, u / K34, 0, w45, 0}, {0, w52, 0, w54, 0, v}, {w61, 0, w63, 0, v / K56, 0}} Out[56]= w12 ≥ 0 && w13 ≥ 0 && w16 ≥ 0 && w24 ≥ 0 && w25 ≥ 0 && w36 ≥ 0 && w45 ≥ 0 && u > 0 && v > 0 && w21 ≥ 0 && w31 ≥ 0 && w61 ≥ 0 && w42 ≥ 0 && w52 ≥ 0 && w63 ≥ 0 && w54 ≥ 0 && K34 > 0 && K56 > 0 && K31 > 0 && K51 > 0 Out[57]= {0, w12, w13, 0, 0, w16}, {w21, 0, 0, w24, w25, 0}, {w31, 0, 0, u, 0, w36}, u v 0, w42, , 0, w45, 0, {0, w52, 0, w54, 0, v}, w61, 0, w63, 0, , 0 K34 K56 In[58]:= MatrixForm[w] Out[58]//MatrixForm= 0 w12 w13 0 0 w16 w21 0 0 w24 w25 0 w31 0 0 u 0 w36 0 w42 u 0 w45 0 K34 0 w52 0 w54 0 v w61 0 w63 0 v 0 K56 Sum of rows In[59]:= d = Table[Total[w[[i, All]]], {i, 6}] d34 = Collect[Expand[d[[3]] * d[[4]] - w[[3, 4]] * w[[4, 3]]], u] d56 = Collect[Expand[d[[5]] * d[[6]] - w[[5, 6]] * w[[6, 5]]], v] u v Out[59]= w12 + w13 + w16, w21 + w24 + w25, u + w31 + w36, + w42 + w45, v + w52 + w54, + w61 + w63 K34 K56 w31 w36 Out[60]= w31 w42 + w36 w42 + w31 w45 + w36 w45 + u + + w42 + w45 K34 K34 w52 w54 Out[61]= w52 w61 + w54 w61 + w52 w63 + w54 w63 + v + + w61 + w63 K56 K56 Effective reaction rates after elimination of metabolites 5 and 6 (useful for easy differentiation w.r.to u), and the final effective reaction rate -
Draft Project List 2017-04-24
Transportation System Development Charge (TSDC) Project List Total Non- Growth City SDC Eligible Project # Project Name Project Location Estimated Growth Cost Responsibility Cost Cost Cost Share Share Driving Solutions (Intersections, Extensions & Expansions) Molalla Avenue from Washington Street to Molalla Avenue/ Beavercreek Road Adaptive D1 Gaffney Lane; Beavercreek Road from Molalla $1,565,000 75% 25% 100% $391,250 Signal Timing Avenue to Maple Lane Road D2 Beavercreek Road Traffic Surveillance Molalla Avenue to Maple Lane Road $605,000 75% 25% 100% $151,250 D3 Washington Street Traffic Surveillance 7th Street to OR 213 $480,000 75% 25% 100% $120,000 D4 7th Street/Molalla Avenue Traffic Surveillance Washington Street to OR 213 $800,000 75% 25% 100% $200,000 OR 213/ 7th Street-Molalla Avenue/ D5 Washington Street Integrated Corridor I-205 to Henrici Road $1,760,000 75% 25% 30% $132,000 Management D6 OR 99E Integrated Corridor Management OR 224 (in Milwaukie) to 10th Street $720,000 75% 25% 30% $54,000 D7 14th Street Restriping OR 99E to John Adams Street $845,000 74% 26% 100% $216,536 D8 15th Street Restriping OR 99E to John Adams Street $960,000 80% 20% 100% $192,000 OR 213/Beavercreek Road Weather D9 OR 213/Beavercreek Road $120,000 100% 0% 30% $0 Information Station Warner Milne Road/Linn Avenue Road Weather D10 Warner Milne Road/Linn Avenue $120,000 100% 0% 100% $0 Information Station D11 Optimize existing traffic signals Citywide $50,000 75% 25% 100% $12,500 D12 Protected/permitted signal phasing Citywide $65,000 75% 25% 100% -
F. Bertinelli, Presentation 01-Sep-06
TCC, 1 September 2006 AT-CRI Progress and Outlook for Interconnections F. Bertinelli / AT-CRI (10 minutes) (on behalf of IC Team) • recent “news” since MARIC 2nd August • restart sector 4-5 • sector 7-8 1 SomeSome recentrecent newsnews…… AT-CRI Organisational: • internal AT reorganisation, IC project consolidation • already reinforcement of QA (D. Tommasini/MAS, R. Lopez/CRI) • F523: 4th full team contractually implemented, effective starting week 39/06 • Workflow: developed detailed workflow of activities, including: • pre-inspection and reflectometry • VAC and MEL tests (with recently introduced extended tests MPAQ and MHVQN) • ACR instrumentation • Planning: developed detailed planning, by activities, slots and weeks, extending to closure of W bellows and sector VAC testing TCC – September 2006 – F. Bertinelli 2 RestartRestart sectorsector 44--55 AT-CRI • IC work restarted this week 35/06 • IC work now in 4-5, continuing to 3-4 • detailed planning set up (activities, slots, weeks) for 4-5; 3-4 will follow • 2 full teams (at the moment BR, US, TIG: V, E, X, C’) • until week 39/06 will work Monday to Thursday, then extend to Saturday • 3rd large team starting week 39 • “forfait” (“lump sum”) invoicing • expected average productivity: 8 activities / week-team (but prepare work up to 10 - 12) • first partial results from week 35/06: • V1/V2 & E: 19 •BR: 16 •US: 11 • X: 12, C’: 21 TCC – September 2006 – F. Bertinelli 3 WorkflowWorkflow ICIC AT-CRI from P. Fessia TCC – September 2006 – F. Bertinelli 4 SectorSector 44--5:5: detaileddetailed planningplanning AT-CRI Planning sector 4-5 version 0.2 P. -
Likely to Be Funded Transportation System
Table 2: Likely to be Funded Transportation System Project # Project Description Project Extent Project Elements Priority Further Study Identify and evaluate circulation options to reduce motor OR 213/Beavercreek Road Refinement OR 213 from Redland Road to Molalla D0 vehicle congestion along the corridor. Explore alternative Short-term Plan Avenue mobility targets. Identify and evaluate circulation options to reduce motor I-205 at the OR 99E and OR 213 Ramp vehicle congestion at the interchanges. Explore alternative D00 I-205 Refinement Plan Short-term Terminals mobility targets, and consider impacts related to a potential MMA Designation for the Oregon City Regional Center. Driving Solutions (Intersection and Street Management- see Figure 16) Molalla Avenue from Washington Street to Molalla Avenue/ Beavercreek Road Deploy adaptive signal timing that adjusts signal timings to D1 Gaffney Lane; Beavercreek Road from Molalla Short-term Adaptive Signal Timing match real-time traffic conditions. Avenue to Maple Lane Road Option 1: Convert 14th Street to one-way eastbound between McLoughlin Boulevard and John Adams Street: • Convert the Main Street/14th Street intersection to all-way stop control (per project D13). • From McLoughlin Boulevard to Main Street, 14th Street would be restriped to include two 12-foot eastbound travel lanes, a six-foot eastbound bike lane, a six-foot westbound contra-flow bike lane, and an eight-foot landscaping buffer on the north side • From Main Street to Washington Street, 14th Street would be restriped to include -
Nuclear Matters. a Practical Guide 5B
NUCLEAR MATTERS A Practical Guide Form Approved Report Documentation Page OMB No. 0704-0188 Public reporting burden for the collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to a penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. 1. REPORT DATE 3. DATES COVERED 2. REPORT TYPE 2008 00-00-2008 to 00-00-2008 4. TITLE AND SUBTITLE 5a. CONTRACT NUMBER Nuclear Matters. A Practical Guide 5b. GRANT NUMBER 5c. PROGRAM ELEMENT NUMBER 6. AUTHOR(S) 5d. PROJECT NUMBER 5e. TASK NUMBER 5f. WORK UNIT NUMBER 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION Office of the Deputy Assistant to the Secretary of Defense (Nuclear REPORT NUMBER Matters),The Pentagon Room 3B884,Washington,DC,20301-3050 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSOR/MONITOR’S ACRONYM(S) 11. SPONSOR/MONITOR’S REPORT NUMBER(S) 12. DISTRIBUTION/AVAILABILITY STATEMENT Approved for public release; distribution unlimited 13. SUPPLEMENTARY NOTES 14. ABSTRACT 15. SUBJECT TERMS 16. SECURITY CLASSIFICATION OF: 17. -
Keyword Index
Neuropsychopharmacology (2012) 38, S479–S521 & 2012 American College of Neuropsychopharmacology. All rights reserved 0893-133X/12 www.neuropsychopharmacology.org S479 Keyword Index 10b-Hydroxyestra-14-diene-3-one . W87 M114, M115, M116, M119, M123, M130, M131, M132, M134, M140, M142, 13C magnetic resonance spectroscopy . W34 M143, M144, M145, M146, M149, M150, M151, M152, M154, M155, M156, M157, M158, M159, M166, M168, M172, M174, M178, M179, M181, M182, 22q11 deletion . T123 M185, M186, M187, M188, M193, M197, M198, M199, M200, M201, M202, 2-AG . .23.2, 23.3, M145, T69, T161 M205, M212, T3, T5, T8, T13, T16, T17, T20, T22, T24, T25, T27, T31, T35, 3-MT . M182 T44, T49, T51, T58, T60, T66, T67, T72, T75, T77, T79, T80, T82, T83, T86, T88, T91, T95, T98, T99, T103, T109, T111, T113, T114, T116, T117, T119, 5-HT . 14.2, 17.4, 44.2, 52, M19, M45, M64, M72, M75, M91, T121, T125, T126, T128, T138, T140, T144, T147, T148, T151, T153, T154, M115, M144, M147, M154, M157, M161, M162, M183, M185, M186, T17, T49, T158, T161, T166, T167, T171, T173, T176, T177, T179, T181, T185, T188, T53, T120, T163, T194, W54, W125, W165, W176, W191 T189, T192, T194, T197, T198, T202, T203, T209, T210, W3, W5, W8, W10, 5-HT6 . .W125 W18, W20, W31, W32, W45, W46, W53, W54, W57, W64, W71, W72, W75, W76, W81, W83, W84, W87, W93, W94, W97, W100, W103, W104, W105, A W106, W107, W115, W116, W117, W118, W120, W124, W129, W137, W138, W143, W154, W158, W159, W160, W169, W172, W173, W176, W177, W186, W188, W195, W197, W199, W201, W203, W208, W214, W218 AAV . -
(OPCS 4.8) That We Used to Identify Knee Revision in The
Operative procedure codes (OPCS 4.8) that we used to identify knee revision in the Hospital Episode Statistics (HES) registry. Procedure type 1: W40.0, “Conversion from previous cemented total prosthetic replacement of knee joint”; W40.2, “Conversion to total prosthetic replacement of knee joint using cement”; W40.3, “Revision of total prosthetic replacement of knee joint using cement”; W40.4, “Revision of one component of total prosthetic replacement of knee joint using cement”; W41.0, “Conversion from previous uncemented total prosthetic replacement of knee joint”; W41.2, “Conversion to total prosthetic replacement of knee joint not using cement”; W41.3, “Revision of total prosthetic replacement of knee joint not using cement”; W41.4, “Revision of one component of total prosthetic replacement of knee joint not using cement”; W42.0, “Conversion from previous total prosthetic replacement of knee joint NEC”; W42.2, “Conversion to total prosthetic replacement of knee joint NEC”; W42.3, “Revision of total prosthetic replacement of knee joint NEC”; W42.4, “Attention to total prosthetic replacement of knee joint NEC”; W42.5, “Revision of one component of total prosthetic replacement of knee joint NEC”; W42.6, “Arthrolysis of total prosthetic replacement of knee joint”; W58.0, “Conversion from previous resurfacing arthroplasty of joint”; O18.0, “Conversion from previous hybrid prosthetic replacement of knee joint using cement”; O18.2, “Conversion to hybrid prosthetic replacement of knee joint using cement”; O18.3, “Revision of hybrid prosthetic -
CRANE CLEARANCE REQUEST [email protected] GATE ACCESS and HEIGHT PERMISSIONS REQUEST for CRANES and OTHER VERTICALLY EXTENDED EQUIPMENT
Miami-Dade Aviation Department Airside Operations Division P.O. Box 025504 Miami, FL 33102 (305) 876-7359 CRANE CLEARANCE REQUEST [email protected] GATE ACCESS AND HEIGHT PERMISSIONS REQUEST FOR CRANES AND OTHER VERTICALLY EXTENDED EQUIPMENT 1) Please mark the exact location of the Crane on the attached map. 2) Once completed please email your Crane Request to [email protected] a minumum of 24 hours in advance. 3) All requests must be emailed during our normal business hours of 8:00 AM to 4:00 PM Monday through Friday excluding County observed holidays. 4) For emergenices and/or after hours AOA access please contact Access One at (305) 588-7094. ACCESS GATE ARRIVAL DATE AND TIME DEPARTURE DATE AND TIME SU M T W TH F S SU M T W TH F S DAY: DAY: NORTHWEST GATE SOUTHEAST GATE DATE: DATE: SOUTHWEST GATE CENTRAL BASE GATE TIME: TIME: ACCESS REQUESTED FOR CRANE COMPANY NAME(S) BOOM HEIGHT (AGL) LOCATION 1) 2) 3) 4) 5) MDAD ID OR LAST 4 OF SSN DATE OF BIRTH FIRST NAME LAST NAME 1) 2) 3) 4) 5) AIRPORT TENANT / CONTRACTOR: PHONE: CONTACT NAME: PHONE: REQUESTOR NAME: MDAD ID NO: AIRSIDE OPERATIONS USE ONLY AIRSIDE OPERATIONS USE ONLY PROCESSED BY: APPROVED BY: DATE: REASON FOR OVERIDE: DATE: FAILED? CIRCLE YES NO REVISED: 03/2021 NW 36th Street Extension Kenmore Sheridan Lee Drive Lee Ragan Drive Ragan Mokena EAST DR. EAST Miller Drive Miller Forrest Drive Forrest Minola Drive Minola NW 36th Street Lavilla Drive Lavilla Desoto Drive Desoto De Leon Drive Leon De South Drive South Deer Run Deer NW 36th Street NW 36th Street Drive Palmetto N.W. -
Bibliography of Tritium Studies Related to Hydrology Through 1966
Bibliography of Tritium Studies Related to Hydrology Through 1966 GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1900 Bibliography of Tritium Studies Related to Hydrology Through 1966 By EDWARD C. RHODEHAMEL, VERONICA B. KRON, and VERDA M. DOUGHERTY GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1900 A contribution to the International Hydrological Decade UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1971 UNITED STATES DEPARTMENT OF THE INTERIOR WALTER J. HICKEL, Secretary GEOLOGICAL SURVEY William T. Pecora, Director Library of Congress catalog-card No. 70-608171 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 Price 75 cents (paper cover) CONTENTS Page Abstract 1 Introduction ___________________ 1 Purpose and scope _ ___ 1 General nature, sources, and abundance of tritium _ 2 Possible applications of tritium in hydrology ___ _ 5 Description of the bibliography _____ _ 6 Serial publications cited in bibliography of tritium ___ _ 8 Classification index principal topics and subject code __________ 21 Main bibliography bibliography and author index ____________ 27 Classification index principal subject index ________________ 147 Auxiliary reference list __________________________ ___ 161 Analytical methods _______________________________ 161 Atmosphere __________________________________ 162 Biology _________________________________________ 164 Geologic abundance _____________________________ 164 Ground water ________________________________ 165 Handling, health, and storage ________________________