zilongwang/ReadingBank huggingface dataset:
Florida Map Project For this project you will be creating and labeling a map of Florida. This project you will need to label the 6 cities, the largest lake, and the body of waters that surround Florida. You will also need to make a compass rose, map legend and include at least 3 attractions that you can see in Florida. Rubric Nice Job (25 pts) Satisfactory (20 pts) Needs Improvement (15 pts) Unsatisfactory (0 pts) You have included all of the cities and placed them in the correct palace. You are missing 1 city or have placed it in the wrong area. You are missing 2 or 3 cities or they are in the wrong place. You are missing more than 3 cities required. You have identified the 4 major bodies of water associated with Florida. You have identified the 3 of the major bodies of water associated with Florida. You have identified 2 bodies of water. You have identified less than 2 bodies of water. You made a map legend and included at least 3 attractions and have a compass rose You made a map legend and included 2 attractions and missing parts of your compass rose You made a map legend and included only 1 attraction and missing parts of your compass rose You are missing a map legend and your compass rose. Your representation is neat and colorful Your representation is neat or colorful but not both Your representation in neither neat nor colorful You have not representation of you project
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domain matter, leading to students building conceptual understanding of this learning which is used in future learning.” Based on foundations from the Common Core State Standards Math Standards Reading Standards Writing Standards The standards stress not only procedural skill but also conceptual understanding, to make sure students are learning and absorbing the critical information they need to succeed at higher levels - rather than the current practices by which many students learn enough to get by on the next test, but forget it shortly thereafter. Through reading a diverse array of classic and contemporary literature as well as challenging informational texts in a range of subjects, students are expected to build knowledge, gain insights, explore possibilities, and broaden their perspective. The ability to write logical arguments based on substantive claims, sound reasoning, and relevant evidence is a cornerstone of the writing standards, with opinion writing – a basic form of argument – extending down into the earliest grades. Learning Activity 3: Source: core standards.org Reflection Questions: As we think about instruction in the three areas above, as well as in science and social studies, how close are we to the description of effective teaching from John Hattie above? Learning Activity 4: “There needs to be a major shift from an over reliance on surface information and a misplaced assumption that the goal of education is deep understanding or development of thinking skills towards a balance of surface and deep learning leading to students more successfully constructing defensible theories of knowing and reality.” – J. Hattie
1783 -- Florida's first newspaper, East Florida Gazette, publishes its first issue in St. Augustine, Florida. 1821 -- Pensacola Floridan established. The newspaper's publishers also serve as the first official printers in the territory of Florida. 1864 -- Florida Union, later the Florida Times-Union, is established. 1873 -- Gainesville New Era, Florida's first black-owned newspaper, begins publication. 1876 -- Orange County Reporter established. Later became Orange County Sentinel, then Orlando Sentinel-Star. 1879 -- Florida Press Association established in Gainesville, Florida. 1884 -- First issue of the West Hillsborough Times is published. Later becomes the St. Petersburg Times. 1886 -- There are 66 new Florida newspapers established this year! 1903 -- Miami Evening Record, later the Miami Herald, is established. 1905 -- Weekly True Democrat begins publication in Tallahassee, Florida. Later becomes the Tallahassee Democrat. 1922 -- La Gaceta, a Spanish-language paper, is established in Ybor City, Florida. Later also includes an Italian-language section. 1939 -- First Pulitzer Prize to go to a Florida paper is awarded to the Miami Daily News for "meritorious public service." 1946 -- U.S. Supreme Court rules that a newspaper can criticize a court without fear of being held in contempt in Pennekamp v. Florida. Florida Scholastic Press Association was established. 1960 -- Ft. Lauderdale Sun-Sentinel begins publication. 1966 -- Florida Today is established in melbourne, Florida by Allen H. Neuharth. 1973 -- University of Florida student newspaper gains independence from the university as The Independent Florida Alligator. 1998 -- El Herald Spanish-language section of the Miami Herald is spun off as stand-alone daily El Nuevo Herald. 2000 -- El Diaro is established in Miami, Florida.
Please see the contact information below for locations throughout Florida where you can schedule the ParaPro Assessment Test. For study materials you can go to the site shown below to obtain these materials. City Lakeland Center Name Florida Southern College Contact Information 1-863-680-4299 Avon Park South Florida State College 1-863-784-7214 Coconut Creek Atlantic Technical College 1-754-321-5147 DeKalb DeKalb County Regional Office of Education 1-815-217-0460 Fort Myers Fort Myers Institute of Technology 1-239-334-4544 Fort Walton Beach Okaloosa County School District 46 1-850-833-5804 Key West Monroe County School District Ms. Castro 1-305-293-1400 ext. 53329 Miami Gardens Florida Memorial University Ms. Tweedia Hillman/Michelle Nairn 1-305-626-3775 Okeechobee Pemayetv Emahakv Charter School Shelley Brantley 1-863-467-2501 Monday–Friday, 8 a.m.–4 p.m. Orlando Orlando Tech Center 1-407-246-7060, ext. 4824 Palatka St. John’s River State College Todd Dixon 1-386-312-4228 Port Charlotte Charlotte County Technical Center Ms. Thomas 1-941-255-7500 ext. 120 Tampa Hillsborough County Public Schools 1-813-840-7031
D. Coordination of Extra Work with Other Contractors If Owner contracts for Extra Work to be done by someone other than Contractor, then Contractor shall coordinate with the new contractor to ensure that the work is performed in a timely manner. 15. Emergency Work A. Emergency Contact Information Contractor shall supply to Owner the name and appropriate contact information, including phone numbers, of any employee responsible for emergencies. Owner shall provide Contractor with emergency numbers for Owner’s personnel who are fluent in English. B. Notification Regarding Need for Emergency Work If Contractor discovers that Extra Work is required at the Worksite due to an emergency (Emergency Work), then Contractor shall notify Owner of the need for the Emergency Work as soon after Contractor’s discovery as is practically possible. C. Performance of Emergency Work If Owner notifies Contractor of the need for Emergency Work, Contractor shall make reasonable efforts to perform the Emergency Work in a timely manner or shall notify Owner as soon as possible of Contractor’s inability to timely perform the Emergency Work. 16. Owner’s Compliance with Appendix B Owner shall comply with any Owner-assigned responsibilities identified in the Contract Specifications of this document, set forth in Appendix B. 17. Payment for Work A. Monthly Payment for Regularly Scheduled Work In exchange for the Regularly Scheduled Work that Contractor performs (as set forth in Appendix B) and for the required materials, Owner shall pay Contractor a flat fee totaling $_______ each month. B. Payment for Extra Work In exchange for any Extra Work that is approved or is appropriate pursuant to section 14 of this Contract, Owner shall pay Contractor $_________ [insert dollar amount] per hour plus the cost of materials.
Flood Insurance Fundamentals –What do you need to know? Wednesday, August 19, 2015 1:30- 3:30 Presented by: Susan Costonis, C.R.C.M. Compliance Training & Consulting for Financial Institutions E-mail: susancostonis@msn.com TABLE OF CONTENTS
Federal Deposit Insurance Corporation 12 CFR Part 339 Interpretations The Federal Financial Institutions Examination Council (FFIEC) issued interpretations (in a question and answer format) on July 16, 1997. AN UPDATE WAS PUBLISHED June 30, 2009 and is 35 pages!!!! Another update was issued September 30,2011 and is 38 pages., This is the link for the 1997 & 2009: Link to October 2011 FAQ’s: OVERVIEW AND KEY REQUIREMENTS – FUNDAMENTAL #1 Purpose - The purpose of the laws and the regulations is to: Provide subsidized insurance to flood-prone areas; Require local jurisdictions to enact land use and flood control measures; Require flood insurance for loans secured by a building or a mobile home located in a special flood hazard area in a participating community; and Provide notice of the risk of flooding and the availability of subsidized flood insurance to owners of buildings and mobile home located in special flood hazard areas. NOTE: This is not a typical “consumer” compliance protection law. The purpose of the law is to protect the GOVERNMENT’S program for flood insurance for residential AND commercial property. Lenders have been “deputized” to enforce the provisions. IT IS COLLATERAL DRIVEN – NOT PURPOSE DRIVEN!! COVERAGE OF REGULATIONS General Rule The regulations apply when (MIRE) making, increasing, renewing or extending a loan: Secured by a building or a mobile home Located or to be located in an area determined by the Director of the Federal Emergency Management Agency to have special flood hazards.
- a comprehensive toolkit designed to help community officials, insurance agents, realtors and others communicate effectively about flood map changes and their impact on insurance requirements (English and Spanish) Location NFIP B&S Agent Regional Office Region I: (CT, MA, ME, NH, RI, VT) Thomas Young P.O. Box 16321 Hooksett, NH 03106 Phone: 603-625-5125 Cell: 713-252-6779 Fax: 603-625-5125 Region II: (NJ, NY, PR, VI) Walter McGuckin LUTCF PO Box 7342 Penndel, PA 19047 W-267-560-5057 C-301-467-8103 F-267-560-5057 Region III: (DC, DE, MD, PA, VA, WV) Walter McGuckin LUTCF PO Box 7342 Penndel, PA 19047 W-267-560-5057 C-301-467-8103 F-267-560-5057 Region IV: (AL, FL, GA, KY, MS, NC, SC, TN) Lynne Magel ANFI P.O. Box 1046 Zephyrhills, FL 33539-1046 W- 813-788-2624 C-813-404-8782 F- 813-788-2710 David Clukie CFM (Region IV Liaison) P. O. Box 10 Buford, GA 30515 W- 770-614-0865 C- 813-767-5355
Humane Society of Santa Rosa County Dissolution 1984 59-2556560 D 4451 Pine Forest Rd. Milton 32570 Santa Rosa (850) 983-4680 Humane Society of the Lake Region, Inc. Dissolution 59-2908045 1988 7435 Sr 21 N Keystone Heights 32656 Humane Society of Wakulla County Dissolution 1987 1 Oak Street Crawfordville 32327 Humane Society of Walton County Dissolution 59-1731206 1976 157 Shelter Rd Defuniak Springs 32433 Island Retriever Rescue of the Palm Beaches (IRRPB) aka: Golden Retrievals Dissolution 01/19/2011 D Boca Raton Palm Beach (561) 906-2275 S.A.F.E. Society of Florida Dissolution 02-0591766 2002 D 18714 CRAIG LOOP Hudson 34667 (352) 942-4845 Sasha Saves Strays Dissolution D Plantation 33317 Broward (786) 564-6794 The Humane Society of Nassau County Dissolved By Proclamation 1967 505 Cedar St Fernandina Beach 32034 Voice of Compassion for Animal Life (VOCAL) Dissolution 42-1537840 2002 D PO Box 15532 Tampa 33614 Hillsborough (813) 236-2465
ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS Equipment Type Size Category Heating Section Type Subcategory or Rating Condition Minimum Efficiency Test Procedurea Air Cooled (Cooling mode) <65,000 Btu/hb All Split System 13.0 SEER AHRI 210/240 Single Package 13.0 SEER Through-the Wall, space constrained Air-cooled cooling mode ≤30,000 Btu/hb All Split System 12.0 13.0 SEER Single Package 12.0 13.0 SEER Small Single-duct, air cooled <65,000 Btu/hb All Split system 11.0 10.0 SEER (before 1/1/2015) 12.0 SEER (as of 1/1/2015) Air cooled (cooling mode) ≥65,000 Btu/h and <135,000 Btu/h Electric resistance (or none) Split System and Single Package 11.0 EER 11.2 IEER AHRI 340/360 All other Split System and Single Package 10.8 EER 11.0 IEER ≥135,000 Btu/h and <240,000 Btu/h Electric resistance (or none) Split System and Single Package 10.6 EER 10.7 IEER All other Split System and Single Package 10.4 EER 10.5 IEER ≥240,000 Btu/h Electric resistance (or none) Split System and Single Package 9.5 EER 9.6 IEER All other Split System and Single Package 9.3 EER 9.4 IEER Water source (cooling mode) <17,000 Btu/h All 86oF entering water 11.2 EER ISO 13256-1 ≥17,000 Btu/h and <65,000 Btu/h All 86oF entering water 12.0 EER ≥65,000 Btu/h and <135,000 Btu/h All 86oF entering water 12.0 EER Ground water source <135,000 Btu/h All 59oF entering 16.2 EER
Air Conditioners (Air-cooled) AHRI 1230 (omit sections 5.1.2 and 6.6) ≥65,000 Btu/h and <135,000 Btu/h Electric resistance (or none) 11.2 EER All other 11.0 EER ≥240,000 Btu/h and <760,000 Btu/h Electric resistance (or none) 10.0 EER All other 9.8 EER ≥135,000 Btu/h and <240,000 Btu/h Electric resistance (or none) 11.0 EER All other 10.8 EER ≥240,000 Btu/h and < 760,000 Btu/h Electric resistance (or none) 10.0 EER All other 9.8 EER VRF Multi-Split Heat Pumps <65,000 Btu/h All 13.0 SEER 7.7 HSPF ≥65,000 Btu/h and <135,000 Btu/h Electric resistance (or none) 11.0 EER 3.3 COP All other 10.8 EER 3.3 COP ≥135,000 Btu/h and <240,000 Btu/h Electric resistance (or none) 10.6 EER 3.2 COP All other 10.4 EER 3.2 COP ≥240,000 Btu/h and < 760,000 Btu/h Electric resistance (or none) 9.5 EER 3.2 COP All other 9.8 EER VRF Multi-Split Air Conditioners (Water-source) <17,000 Btu/h Without heat recovery 12.0 EER 4.2 COP With heat recovery 11.8 EER 4.2 COP ≥17,000 Btu/h and <65,000 Btu/h All 12.0 EER 4.2 COP ≥65,000 Btu/h and <135,000 Btu/h All 12.0 EER 4.2 COP ≥135,000 Btu/h and <760,000 Btu/h Without heat recovery 10.0 EER 3.9 COP With heat recovery 9.8 EER 3.9 COP For SI : 1 British thermal unit per hour = 0.2931 W, oC = [(oF) – 32]/1.8
Section C407.3 Performance-based compliance. Change section to read as shown: C407.3 Performance-based compliance. Compliance based on total building performance requires that a proposed building (proposed design) be shown to have an annual energy cost that is less than or equal to the annual energy cost of the standard reference design. Energy prices used in the total building performance compliance calculation shall be those contained in software approved by the Florida Building Commission. taken from a source approved by the code official, such as the
Add a table for variable refrigerant flow multi-split air conditioners and heat pumps as shown. Define this equipment and add to Chapter 5, Referenced Standards as shown. TABLE C403.2.3(11) MINIMUM EFFICIENCY REQUIREMENTS VARIABLE REFRIGERANT FLOW MULTI-SPLIT AIR CONDITIONERS AND HEAT PUMPS Equipment Type Size Category Heating Typea Minimum Efficiency Test Procedureb VRF Multi-Split Air Conditioners (Air-cooled) <65,000 Btu/h All 13.0 SEER AHRI 1230 (omit sections 5.1.2 and 6.6) ≥65,000 Btu/h and <135,000 Btu/h Electric resistance (or none) 11.2 EER All other 11.0 EER ≥240,000 Btu/h and <760,000 Btu/h Electric resistance (or none) 10.0 EER All other 9.8 EER ≥135,000 Btu/h and <240,000 Btu/h Electric resistance (or none) 11.0 EER All other 10.8 EER ≥240,000 Btu/h and < 760,000 Btu/h Electric resistance (or none) 10.0 EER All other 9.8 EER VRF Multi-Split Heat Pumps <65,000 Btu/h All 13.0 SEER 7.7 HSPF ≥65,000 Btu/h and <135,000 Btu/h Electric resistance (or none) 11.0 EER 3.3 COP All other 10.8 EER 3.3 COP ≥135,000 Btu/h and <240,000 Btu/h Electric resistance (or none) 10.6 EER 3.2 COP All other 10.4 EER 3.2 COP ≥240,000 Btu/h and < 760,000 Btu/h Electric resistance (or none) 9.5 EER 3.2 COP
referenced number Title section number ANSI/SPRI VF-1 2010 External Fire Design Standard for Vegetative Roofs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C407.5.2.4.1 UL Underwriters Laboratories Inc. 333 Pfingsten Road Northbrook, IL 60062-2096 Standard Reference in code referenced number Title section number 181-05 Standard for Factory-Made Air Ducts and Air Connectors with revisions through December 1998. Table C403.2.7.2 181A-05 Closure Systems for Use With Rigid Air Ducts and Air Connectors, with revisions through December 1998. C403.2.7.3.7, Table C403.2.7.2 181B-05 Closure Systems for Use With Flexible Air Ducts and Air Connectors with revisions through May 2000. C403.2.7.3.7, Table C403.2.7.2 723-03 Standard for Test for Surface Burning Characteristics of Building Materials. C403.2.7.3.7 . Add Appendix C to read as follows: APPENDIX CA FORMS Revise Form C402-2017 for use with alterations, renovations and building systems as shown: FLORIDA BUILDING CODE, ENERGY CONSERVATION CHAPTER C4 – COMMERCIAL ENERGY EFFICIENCY Form C402-2017 ALTERATIONS, RENOVATIONS and BUILDING SYSTEMS Climate Zone: Project Name: Occupancy type: Address: Alteration□ Renovation □ Building System □ City, Zip Code: Building Permit No.:
Architectural Specification – FloroBuild PT/ HT Epoxy Mortar ¼” Power Trowel or Hand Trowel Flooring System Part 1: General System Description Roller-applied 100% solids, penetrating epoxy primer followed by a troweled mortar, consisting of 100% solids epoxy and graded aggregates, sealed with a 100% solids epoxy grout coat, to achieve a total nominal floor thickness of ¼”. Optional urethane topcoats may be applied for additional chemical and abrasion resistance. This system shall be applied to the prepared substrate(s) as defined by the plans strictly in accordance with the manufacturer’s recommendations. Submittals Product Data 1. Current edition of manufacturer’s product literature including physical data, chemical resistance, surface preparation, and application instructions. Samples 1. A hard sample of the proposed system shall be submitted to represent the finished floor. Warranty 1. Manufacturer’s standard warranty 2. Applicator’s standard warranty Quality Assurance Qualifications 1. The manufacturer shall have a minimum of ten (10) years’ experience in the production, sales, and technical support of polymer-based floor coatings. 2. The applicator shall have a minimum of three (3) years’ documented experience in the application of polymer floor coatings to concrete floors and be approved by Florock. 3. Proposed suppliers products shall provide certification that they have ten (10) years’ experience in the production of polymer floor coatings and be required to meet all provisions of this specification as well as provide evidence for compatibility between components to the satisfaction of the Architect. Pre-Bid Conference 1. A pre-bid conference should be held between prospective applicators and the Architect to review surface preparation, application, clean-up procedures, and design issues.
No aid will be payable in respect of applications where the total claim is less than €250. Application of the Terms and Conditions are at the discretion of the Minister for Agriculture, Food and the Marine. Applications must be submitted by Friday 29 September, 2017. Details of losses incurred as a direct consequence of flooding (to be completed by applicant) Category 1 – Loss of livestock. Please provide details of the number and category of livestock lost on your holding as a direct consequence of flooding, and the date of official notification of losses to the Department of Agriculture, Food and the Marine. Category 2 – Loss of/damage to conserved hay or silage Please provide details including the number and type of bales of hay or silage lost or damaged. Category3 – Clean-up of damaged agricultural lands Please provide details including the LPIS number of the land parcel impacted, and details in relation to the size of the area affected. Please also outline the nature of the clean-up required e.g. debris or other material Category 4 – Repairs to fencing Please state the length of fencing (metres) for which repair work is required
The Flour Baby Project Parent #1 ________________________________________ Parent #2 ________________________________________ Baby’s Name ______________________________________ Flour Baby Grading System October Day 1 Date: Day 2 Date: Day 3 Date: TOTAL Baby is present and “dressed” (15pts per day) Journal entry is complete and signed (15 pts per day) Daily log (5pts per day) Complete Project Due: November Baby present (45) Journal Entries (45) Daily Log (15) Cost List (50) Scenarios (30) Birth Certificate (5) Family Picture (5) Creativity/Effort (5) TOTAL POINTS (200)
Click Redraw to delete current drawn line. Parameter Note Region Drawn virtual lane. Lane Line Drawn according to the actual need to detect lane of traffic. Need two lanes each lane lines. Lane line arrow indicates the direction the vehicle is traveling. Select it and click "redraw" to display the field of vision in the left side of the interface drawing, as the figure above the blue line. Only under the direction of the angle at the interface of the above rendering, the angle can not be drawn about. Detect Draw trigger capture intelligent boundary line with the actual traffic in the role of a coil, when the vehicle to the test line to trigger snap pictures. Test line has been drawn only in the lane to achieve beyond the area will not be displayed. Select it and click "redraw" to display the field of vision in the left drawing interface, as shown by the red lines. C Area Both configurations used to calculate and verify the actual line from the road surface, in order to achieve speed function. Draw specific steps are as follows: 1. Select the "calibration regions", drawn quadrilateral area. 2. Enter the pavement in the calibration region "long", "W" in the actual length and width. 3. Select the "Calibration Verification" to draw a line to be verified. 4. The system displays the dialog box to verify the length of the line, testing whether the value of the actual match: If the value is correct, complete the configuration. If the value is not correct, again select "calibration area", each vertex of the quadrilateral move or re-enter the length and width values; draw "Calibration Verification" lines again after the setup is complete, verify that the line length and the actual match. Repeat this step until you verify correct. Note: For the exact value in the calibration verification, draw lines on the screen in different directions, and multiple verification; repeatedly verified the results were consistent with the actual case, to complete the configuration. Check Car Region Draw range to detect traffic flow. Chart When you complete drawing, it auto shows lane info, click or to set corresponding lane. Or you can click to delete current lane line. After setup, in pop-up interface click Save. Figure
Figure Note: If system encounters error during upgrading, the device may malfunction. Information Here you can view system version, user, log and etc. Version Select Setup>System>Version. The version interface is shown as in Figure 546. Figure Log The log interface is shown as in Figure 547. System supports to search and back up log by time, type and other criteria. Log type includes system operation, config anf etc. Select Setup>System>Log. Figure Enter start time and end time, select log type. Click Search. You can view, back up and clear results. Clear: Clear all system log displayed. You cannot clear log by type. Backup: Create backup of displayed log onto current used PC. Online User The online user interface is shown as in Figure 548.Here displays online user and their group, IP address and login time. Select Setup>System>Online User. Figure
विकास /Development control Prescribed Sanctioned Achieved Ground coverage (Text Box) (Text Box) (Text Box) ए. FAR (Text Box) (Text Box) (Text Box) की Height of the building (Text Box) (Text Box) (Text Box) घनत्‍व Density (Text Box) (Text Box) (Text Box) Envelop control/setback lines (Text Box) (Text Box) (Text Box) खेल का हरित क्षेत्र Green areas and play fields (Text Box) (Text Box) (Text Box) Parking provisions basements (Text Box) (Text Box) (Text Box) Parking provisions stilts (Text Box) (Text Box) (Text Box) मुक्‍त Parking provision open (Text Box) (Text Box) (Text Box) भवन में कला का Details of Work of Art in the building. (Text Area) भाग – ख Part –B दिल्‍ली नगर कला आयोग के से की सीमा Extent of deviations from the approval of Delhi Urban Art Commission
‚ãã¾ããñØã ‡ãñŠ Ôã½ãàã ¹ãÆÔ¦ãì¦ã Placed before the Commission ãä¶ã¥ãÃ¾ã, DECISION For Completion Cases Prescribed Sanctioned Sanctioned Achieved At the time sanction by DUAC by local body ØãÆã„â¡ ‡ãŠÌãÀñ•ã, Ground Coverage % % % % †¹ãŠ0 †0 ‚ããÀ0, FAR …âÞããƒÃ, Height ¹ãããä‡ãÄŠØã ½ãã¶ã‡ãŠ, Parking Norms ecs/100 sq.m. ecs APPENDIX 8 , 2014 Meeting Notice कला आयोग की 5 2014 को 2.30 आयोग के कक्ष में की गई है। की के है । है इस में की । The 1367th meeting of the Delhi Urban Art Commission will be held at 2.30 P.M. on Wednesday the 5th November, 2014 in the Conference Room of the Commission. A copy of the Agenda and briefs for the items to be taken up in the meeting is enclosed. All are requested to kindly make it convenient to attend the meeting. ( ) Vinod Kumar यथोक्‍त /Encl.: As above प्रो. डॉ. अध्‍यक्ष, विभाग, स्‍कूल एण्‍ड 4 ब्‍लॉक- Prof. Dr. P.S.N. Rao, Chairman, DUAC, Department of Housing, School of Planning & Architecture 4, Block-B, I.P. Esate, New Delhi-110002 श्रीमती कला आयोग, एस-296, कैलाश,
Note—Explanation of a hydraulic hazard is provided in the Flood planning scheme policy. Additional performance outcomes and acceptable outcomes for essential community infrastructure PO15 Development involving essential community infrastructure: remains functional to serve community need during and immediately after a flood event, or is part of a network that is able to maintain the function of the essential community infrastructure when parts of the development are unable to function during or after a flood; is designed, sited and operated to avoid adverse impacts on the community or the environment due to the impacts of flooding on infrastructure, facilities or access and egress routes; is able to remain functional or is part of a network which is able to remain functional even when other infrastructure or services (such as electricity supply) may be compromised in a flood event; contains mitigation measures which are not entirely dependent on human activation to respond to a flood event. Note—Protection of function is required up to and including the flood event in Table 8.2.11.3.G. AO15 Development involving essential community infrastructure: is ancillary to and not relied upon for the provision of the essential service during a flood; or is located above the flood planning levels in Table 8.2.11.3.G; has access to or provides the necessary back-up emergency electricity and communications supply in times of flood; is designed and constructed to resist hydrostatic and hydrodynamic forces as a result of inundation by the flood event listed for the development type in Table 8.2.11.3.G; that services a local area: is able to be accessed in times of flood to service local community needs up to the event listed for that development type in Table 8.2.11.3.G; or has a service continuity plan that demonstrates the continued provision of service during the relevant flood event. Additional performance outcomes and acceptable outcomes if development involves the processes in Table 8.2.11.3.H PO16 Development involving the storage and handling of hazardous materials avoids or minimises risks to public health and safety and the environment, by: protecting underground tanks for hazardous materials against the forces of buoyancy, velocity flow and debris AO16 Development does not include the storage or handling of hazardous chemicals that exceed the hazardous chemicals flood hazard threshold quantities in Table 8.2.11.3.M. Development involving the processes listed in Table 8.2.11.3.H:
average depth = sum of depth measurements number of measurements width measurements 1. 2. sum average width = sum of width measurements number of measurements Area = width X depth CALCULATE SPEED-measure the time it takes a float to travel a desired distance It is advisable to take at least 2 measurements of current speed take measurements from the stream run length in feet 20 feet is recommended time in seconds 1. 2. 3. 4. sum average time = sum of time measurements number of measurements Speed = length in feet average time in seconds CALCULATE STREAM FLOW Flow cfs = Area X Speed X Coefficient Flow in cubic feet per second .9 coefficient for muddy bottom stream .8 coefficient for rocky bottom stream Measuring Channel Cross-Section Objective: Students will document changes in stream-channel shape, or stream profile, by measuring the stream channel Location: Outdoors at local stream Time Needed: 60-90 minutes Subjects: Science, Math Alignment to NC Essential Standards for Science: 8.E.1 Een.2.3. section.
7 Budget overview. Please make sure these amounts match those in the work plan. (More details must be provided in the preliminary work plan at question 26.) Funding is generally provided on a ‘$2 from grant fund, $1 from the applicant’ basis (unless special consideration is sought and awarded under question 8). The table below must include all funding sources. Partner contributions must be removed from the whole project cost prior to applying the funding ratio. Applicant’s contribution (excluding GST) Partner contribution (excluding GST) Grant amount sought (excluding GST) Total amount (excluding GST) Funding level sought (see guidelines for details on funding ratios) Total $ $ $ $ 8 Special Consideration Is special consideration being sought for reduced council contribution? Yes No If the answer is yes, please indicate what funding ratio has been agreed to by the Senior Team Leader, Contestable Grants – Coast, Estuary and Flood. Note: please contact the Grants unit prior to filling out this question and submitting the application. Have you spoken to the Senior Team Leader, Contestable Grants – Coast, Estuary and Flood? Ratio: to Yes No Please provide details below (including why the issue being addressed is of regional or state-wide significance and why the applicant organisation does not have the financial capacity to address it). 9 Financial commitment to the project and ongoing maintenance Is the applicant able to provide its matching contribution to the project? Yes No Has the budget for this project been identified in the applicant organisation’s forward budget? Yes No Does the applicant commit to maintaining any works in a condition suitable to meet the design intent for the design life (works project only)? Yes No N/A
10 Project summary Provide a brief project overview (150 words or less), including location and the issue that the project will address. Please note this summary will be used by Office of Environment and Heritage for all promotional material relating to the grant (i.e. media, web site etc.) 11 Other funding Are there any current or planned proposals to other funding programs for this project or components of this project? Yes No If the answer is yes to the above, please provide details below Project name Funding source (e.g. State or Commonwealth Government) Program name Year of offer Amount expected date $ $ 12 Other grants at this location Provide a brief description of any previous grants received for similar projects at this location in the last 10 years. This should include funding under any NSW or Commonwealth Government grant programs. 13 Flood history and studies Provide a brief description of the flood history of the project area and any information about the severity of previous floods, and the damages and losses incurred (e.g. evacuation required, essential services at risk of failure).
The Compliance Framework The Job Seeker Compliance Framework is currently applied nationally to all job seekers. Providers are responsible for advising the Department of Human Services when a job seeker does not attend a mutual obligation activity and does not have a reasonable excuse. The current Framework is complex as it provides for a wide range of financial penalties and suspensions with backpay of varying lengths, mandatory reengagement appointments with providers and additional activities. We are proposing that the Job Seeker Compliance Framework be replaced by a more simplified Framework setting out rules that are more immediate and easier for the job seeker and provider to understand. The attached flowchart outlines the steps under the proposed compliance framework.
Experimental Flowchart Cl-, I-, CO32-, SO42- Acidify with 6M HNO3 (aq) & confirm with litmus paper. (soln.) (gas) Eqn. 1 Add 0.2 M Ba(NO3)2 (aq) & centrifuge if ppt. forms CO2 (g) (soln.) (ppt.) Eqn. 2 Cl- (aq) & I- (aq) BaSO4 (s) Add 0.2 M AgNO3 (aq) Eqns. 3 and 4 Note: this ppt. may take 30-60 seconds to form. (soln.) (ppt.) discard AgCl (s) & AgI (s) Basify solution with 6 M NH3 (aq) & confirm with litmus paper. Centrifuge if ppt. is still present. (soln.) Eqn. 5 (ppt.) Ag(NH3)2+ + Cl– (aq) AgI (s) (ppt.) Acidify with 6M HNO3 (aq) Eqn. 6 Add 15M NH3 (aq) & confirm ppt. is still present. AgCl (s) AgI (s)
Financial year Applicant’s contribution (excluding GST) Partner contribution (excluding GST) Total amount (excluding GST) Grant amount sought (excluding GST) 2017–18 $ $ $ $ 2018–19 $ $ $ $ 2019–20 $ $ $ $ 2020–21 $ $ $ $ Total $ $ $ $ 8 Special consideration Is special consideration being sought for reduced council contribution? Yes or No If you have answered yes, please indicate what funding ratio has been agreed to by the Senior Team Leader, Contestable Grants – Coast, Estuary and Flood. Note: please contact the Grants unit prior to filling out this question and submitting the application. Have you spoken to the Senior Team Leader, Contestable Grants – Coast, Estuary and Flood? Ratio: to Yes or No Please provide details below (including why the issue being addressed is of regional or state-wide significance and why you do not have the financial capacity to address it). 9 Financial commitment to the project and ongoing maintenance Is the applicant able to provide its matching contribution to the project? Yes or No Has the budget for this project been identified in your forward budget? Yes or No Does the applicant commit to maintaining any works in a condition suitable to meet the design intent for the design life (works project only)? Yes or No or N/A 10 Project summary Provide a brief project overview (150 words or less), including location, the issue that the project will address and how this project will address the issues. Please note this summary will be used by OEH for all promotional material relating to the grant (i.e. media, web site etc.)
Flow Chart to Aid Emergency Contraception Decision Making Abbreviations: EC – Emergency Contraception LNG 1500 – Levonorgestrel 1500mcg UPA 30mgs – Ulipristal Acetate 30mg Cu IUD – Copper containing intra-uterine device UPSI – Unprotected Sexual Intercourse (including advise for missed pill use) LNMP – Last Normal Menstrual Period EEO – Earliest Expected Ovulation Check concomitant medication: If using PPIs or antacid within previous 24 hours – use LNG 1500 instead of UPA 30mg at all times Refer to GP or CASH Clinic to ‘quick start’ future contraception Offer Cu-IUD to all – unless contraindications If Client considers Cu-IUD – refer to CASH Tel: 0300 7900 165 References: FSRH Clinical Guidance Emergency Contraception 2011 (updated 2012) Prabakar I (2012) Emergency Contraception BMJ 2012; 344:e1492doi:10.1136/bmj.e1492. Adapted from Sexual Health in Practice (SHIP) Pathway
Conditions Definitions and Interpretation Defined terms and aids to interpretation of this Agreement are set out in the Dictionary at the end of this Agreement. OEH’s obligations OEH will pay the Recipient, in accordance with the terms of this Agreement, an amount up to the Maximum Funding Amount towards the Recipient’s performance of the Project during the Funding Term. OEH will not pay the Recipient for anything that is part of the Recipient’s Core Activities. OEH may arr the provision of additional services to the Recipient, including: support with the administration of financial assistance meeting with the Recipient’s staff at critical stages in the Project assistance with the review of tenders for works, and assistance with the management of consultants and contractors. Recipient’s obligations Before commencing work the Recipient will submit a Work Plan in the format provided by OEH. The Recipient will carry out the Project in accordance with the Work Plan. The Recipient must ensure that all funds provided are applied only to the actual costs of the Project. The Recipient will ensure that all activities undertaken under the Project are consistent with the objectives of the Floodplain Management Program, the NSW Flood Prone Land Policy and the NSW Floodplain Development Manual (2005). If necessary, the Recipient may seek clarification of this obligation from OEH. The Recipient will undertake or oversee all technical, environmental, heritage and risk assessments, and obtain the necessary consents in relation to the Project in accordance with NSW legislative requirements and accepted best practice guidelines. The Recipient shall keep OEH informed of the progress of the Project in relation to the Work Plan and shall highlight any significant technical issues. The Recipient will report on or explain any aspect of the Project requested by OEH, and give due consideration to all comments issued by OEH in relation to the Project. The Recipient’s Representative will be responsible for managing the Recipient’s obligations under this Agreement. OEH is to be notified immediately of any change to the Recipient’s Representative. Record keeping 4.1 The Recipient must: (a) Maintain financial receipts and expenditure details and other correspondence and materials related to the Project until all the contracts or agreements under the project are completed and associated obligations discharged (b) Permit OEH to inspect (and if necessary be supplied with copies of) all the Applicant's accounts and any other documents, including any application documents, relating to the Project (c) Comply with all reasonable requests by OEH for other information and particulars concerning the Project within 14 days of such request, and
P- Pre audit report: 5%, KS 1758 certification E- Expired Cert: 2%, HCD export license and CESS payment V- Valid Certificate: 10%, Submission of returns N- None: 0% Note: Pass mark = 70% - New Applicant = 50%
HORTICULTURAL CROPS DIRECTORATE FLOWER EXPORTERS DESK-VETTING CHECKLIST 2016/2017 Company Name: ______________________________ E-mail: ________________________ Date: _______________ Physical location: ________________________________________ Requirement P V E N Wts % Award % Compliance Timeline to conduct corrective measures Remarks Yes No 1a Certification to recognized Good Agricultural Practices/ 10% b) Environmental protection and conservation plan 10% Evidence of general protection of environment 5% Evidence of safe disposal of farm waste and pollution control measures 5% 2 Copy of HCD Export License (validity) 5% 3 Evidence of a traceability system, list of the company’s contracted farmers/schemes/ Marketing Agents (Suppliers) Duly filled HCD - PSI & PSII forms 10% 4 a) Evidence of compliance to submission of quarterly returns (EQS) (for the last 4 quarters) 7.5% b) Evidence of payment of Horticulture Cess to HCD 7.5% 5 Evidence of buying produce from farmers who have undergone annual training on GAP/food safety 10% 6 Evidence of attendance of annual training on safe use of pesticides and GAP’s by production staff and agents and contracted farmers 10% Copy of PCPB approved list of Pesticides (Current Edition), PPP (plant protection products) program, Approved chemical store and PPE 5% b) Evidence of Recent (<3mths) farm scouting and pesticide spray records, and IPM strategies 10% c) Evidence of procurement of PPP - receipts 5% 9 Evidence of paying farmers where an Arbitration Case was filed against exporter (-10%) Declare Affiliated horticulture Export companies Declare companies that you supply flowers for export Total Awarded % 100% Affiliated companies and contacts:
3. ____________________________ ___________________ Signature ________________ Exporter representative 4. ____________________________ ___________________ Signature ________________ 5. ______________________________ ___________________ Signature ________________ Key- Food Safety Standard /HCDA Export License Mandatory requirements P- Pre audit report: 5%, KS1758 part 1 E- Expired Cert: 2%, HCDA license and CESS payment V- Valid Certificate: 10%, Submission of returns N- None: 0% Note: Pass mark = 70% - New Applicant = 50%
Flowers for Algernon- Character Motivation & Development Location in Text Question Answer Progress Report 1 What does Charlie want? Progress Report 2 Why does Charlie want to be smart? Progress Report 3 Why is Charlie the best student? Progress Report 4 According to Dr. Strauss, what does Charlie have? Progress Report 5 Why does Charlie want to be smart? Progress Report 8 – March 25 What can you tell about Charlie from his laughing at his own ridicule and his certainty that these men are really his friends? Progress Report 8 – March 25 Why do the other factory workers make fun of Charlie? March 28 In what ways do Charlie’s progress reports show that he is getting more intelligent? Progress Report 9 – April 3 What does Charlie’s comment “The late late late late late show” reveal about him? Progress Report 9 – April 3 What tricks do the factory workers play on Charlie? What does this show about their character? April 6 Why does Charlie feel bad about beating Algernon? April 9 Why does Charlie feel sorry for Robinson Crusoe? What does this foreshadow?
7. What does it mean to “pull a Charlie Gordon” (p. 100) 8. What does the idiom “I got up the nerve” mean (p. 104)? 9. How do Charlie’s coworkers treat him now that his intelligence is increasing (pp. 103, Why? 10. What event does Charlie think is comparable to death (pp. 105 & 106)? Write a brief response to one of the following questions. Use appropriate paragraph structure. 1. (allusion) Why is Charlie’s decision to have the operation comparable to Eve’s decision to accept fruit from the tree of knowledge [of good and evil]? 2. A major theme of the story is the relationship of intelligence to happiness. Has Charlie become happier since the operation?
10/7 Personal Prompt: When in life has gaining knowledge seemed negative? Now that you know what you know, are you happy? Discuss the pros and cons of gaining knowledge through your life's experience in this response. Discussion Question 10/13: What do Charlie, Adam, and Eve have in common? Why did Keyes make this allusion in the April 30th progress report? How does it enhance the story? 10/15 Creative: Choose one of the following scenarios and write a progress report for it. Emulate Daniel Keyes’ style when doing so.
Inferring—Charlie made an educated guess when… Pg. Pg. Pg. Determining Importance—Charlie decided what’s important when… Pg. Pg. Pg. Synthesizing—Charlie’s thinking changed when… Pg. Pg. Pg.
The FlowStation shall come standard with a 120 VAC transformer, which has apparent power of 12 VA. Surge Protection The FlowStation shall have 5 levels of surge protection built into the FlowStation including a replaceable and fusible surge protection PC board. The FlowStation shall have a minimum of a 1 picosecond surge response time. Environmental Specifications The FlowStation shall be able to operate in environments ranging from 32°F to 140°F (0°C to 60°C) ambient temperatures. FlowStation Enclosures Enclosure Options Large Capacity Powder Coated Wall Mount Enclosure The large powdered coated wall mount enclosure shall be specified as an -X- enclosure. The pre-assembled vandal resistant enclosure shall be 15.50″ W x 12.38″ H x 6.40″ D (39.4 cm W x 31.45 cm H x 16.26 cm D) and shall come complete with lightning and surge protection and all terminals shall be factory labeled. The wall mount enclosure shall be zinc plated and then powder coated 16-gauge steel. A nickel-plated cam style lock shall be mounted in the door for security. The enclosure and installed equipment shall carry a conditional 5-year warranty. Large Capacity Stainless Steel Wall Mount Enclosure The large stainless steel wall mount enclosure shall be specified as an -XS- enclosure. The pre-assembled vandal resistant enclosure shall be 15.50″ W x12.38″ H x 6.40″ D (39.4 cm W x 31.45 cm H x 16.26 cm D) and shall come complete with lightning and surge protection and all terminals shall be factory labeled. The wall mount enclosure shall be manufactured entirely of 16-gauge 304-grade stainless steel. A nickel-plated cam style lock shall be mounted in the door for security. The enclosure and installed equipment shall carry a conditional 5-year warranty. FlowStation Add-On Module
Essex County, MA Coastal PMR Summary Overview Essex County, Massachusetts is a located in the northeastern part of the of and is adjacent to to the north, the (specifically the and ) to the east, to the south, and to the west. The county has a total area of 828.53 square miles, of which 327.86 square miles is water. The following communities in Essex County, Massachusetts are impacted by the coastal study: Community Name CID *Total Community Population Percent of Population in Watershed Total Community Land Area (sq mi) Percent of Land Area in Watershed NFIP CRS Rating Mitigation Plan CITY OF BEVERLY 250077 39,862 44 16.7 44 Y N/A Y CITY OF GLOUCESTER 250082 30,273 100 31.9 100 Y N/A Y CITY OF LYNN 250088 89,050 39 12.0 39 Y N/A Y CITY OF NEWBURYPORT 250097 17,189 37 9.9 37 Y N/A Y CITY OF PEABODY 250099 48,129 14 16.8 14 Y N/A Y CITY OF SALEM 250102 40,407 2 11.3 2 Y N/A Y TOWN OF DANVERS 250079 25,212 13 14.2 13 Y N/A Y TOWN OF ESSEX 250080 4,693 99 15.9 99 Y N/A Y TOWN OF GEORGETOWN 250081 7,377 3 13.1 3 Y N/A Y TOWN OF HAMILTON 250084 8,315 16 15.0 16 Y N/A Y TOWN OF IPSWICH 250086 17,148 66 38.2 66 Y N/A Y TOWN OF 250090 5,228 2 9.5 2 Y N/A Y TOWN OF MARBLEHEAD 250091 20,377 2 6.8 2 Y N/A Y TOWN OF NAHANT 250095 3,632 4 2.8 4 Y N/A Y TOWN OF NEWBURY 250096 6,717 90 26.3 90 Y N/A Y
Flood Depth and Analysis Grids See the FRD for the following depth and analysis grid data (Section 2 of the FRR provides general information regarding the development of and potential uses for this data): Wave Height Grids (1-percent-annual-chance flood events) Additional information and data layers provided within the FRD should be used to further isolate these and other areas where flood mitigation potential is high. The FRD includes data which may be helpful in planning and implementing mitigation strategies. Properties located in areas expected to experience some depth of water should seriously consider mitigation options for implementation. Hazus Estimated Loss Information The Town of Rockport’s flood risk analysis uses results from a FEMA-performed Hazus analysis which accounts for newly modeled areas in the Flood Risk Project and newly modeled depths for certain flood events. Potential losses were compared with locally provided tax data to estimate loss ratios for multiple scenarios. Additional information and data layers provided within the FRD should be used to further analyze potential losses and areas where they are likely to occur.