DOCSLIB.ORG

Ordinance 09-003 (PDF)

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Ordinance 09-003 (PDF) THE VILLAGE OF HOMER GLEN WILL COUNTY, ILLINOIS ORDINANCE NUMBER 09-003 THE VILLAGE OF HOMER GLEN WATER RESOURCE MANAGEMENT ORDINANCE JAMES P. DALEY, Village President GALE SKROBUTON, Village Clerk MARCIA DE VIVO RUSSELL KNAACK CHRISTOPHER LOCACIUS MARY NIEMIEC MARGARET SABO LAUREL WARD Trustees Published in pamphlet form by authority of the President and Village Clerk of the Village of Homer Glen on 02/10/09. Ordinance 09-003 1 WATER RESOURCE MANAGEMENT ORDINANCE VILLAGE OF HOMER GLEN, ILLINOIS ORDINANCE NO. 09-003 TABLE OF CONTENTS 100.0 Authority and Short Title 6 101.0 Authority 6 102.0 Short Title 6 200.0 Purpose and Definitions 6 201.0 Purpose of this Ordinance 6 202.0 Definitions 8 300.0 Applicability and Exceptions 28 301.0 Applicability 28 302.0 Exceptions 28 400.0 Site Development Permit 32 401.0 Review and Approval 33 402.0 Expiration of Permit 33 403.0 Retention of Plans 34 500.0 Appeals 34 600.0 Variance 35 601.0 Application for Variance 35 602.0 Application Fee 35 603.0 Public Hearing 35 604.0 Granting of Variances 36 605.0 Floodway & Floodplain Variances 36 605.1 Floodway Variances 37 605.2 Floodplain Variances 37 606.0 Recommendations 38 607.0 Decision 38 608.0 Conditions 38 Ordinance 09-003 2 700.0 Liability 39 800.0 Abrogation and Greater Restrictions 39 900.0 Reserved 39 1000.0 Submission Requirements 40 1001.0 Minimum Submission Requirements 40 1002.0 Basic Submission Requirements 40 1003.0 Advanced Submission Requirements 43 1004.0 Additional Submission Requirements……………………………………..44 1100.0 Inspections and Enforcement 45 1101.0 Inspections During Construction 45 1102.0 Final Inspection 45 1103.0 Routine Inspections 45 1104.0 Record Drawings (As-Built Plans) 45 1105.0 Stop-Work Order: Revocation of Permit 46 1106.0 Penalty 47 1107.0 Enforcement 48 1200.0 Reserved 48 1300.0 Stormwater Management Items 49 1301.0 Drainage Plan Submission Requirements 49 1302.0 Minimization of Increases in Runoff Volumes & Rates 49 1303.0 Water Quality and Multiple Uses 49 1304.0 Design Criteria, Standards, and Methods 50 1305.0 Detention in Flood Fringe Areas 56 1306.0 Protection of Wetlands and Depressional Storage Areas 57 1307.0 Extended Detention Requirement 59 1308.0 Street, Parking Lot, Culvert, and Property Drainage 60 1309.0 Infiltration Requirements 61 1310.0 Safety Consideration 63 1311.0 Maintenance Considerations 64 Ordinance 09-003 3 1312.0 Natural Conditions, Soils 64 1313.0 Accommodating Flows from Upstream Tributary Areas 64 1314.0 Regional Detention 65 1315.0 Early Completion of Detention Facilities 66 1316.0 Maintenance Responsibility 66 1317.0 Fee-In-Lieu of Detention 67 1400.0 Soil Erosion and Sediment Control Items 68 1401.0 Stormwater Pollution Prevention Plan Submittal Requirements 68 1402.0 Design and Operation Standards and Requirements 69 1403.0 Handbooks Adopted by Reference 69 1404.0 Maintenance of Control Measures 70 1405.0 Inspection 70 1406.0 Certified Agent Training and Certification 71 1407.0 Special Precautions 72 1408.0 Amendment of Plans 72 1500.0 Stream and Wetland Protection Items 73 1501.0 Applicability 73 1502.0 Effect on Other Permits 73 1503.0 General Provisions: Area Affected 73 1504.0 The Lowland Conservancy Overlay District 74 1505.0 The Lowland Conservancy Overlay District Boundary 74 1506.0 Minimum Setback from Streams, Lakes, Ponds, & Wetlands 74 1507.0 Stream and/or Wetland Site Development Plan 76 1508.0 Reserved 77 1509.0 Requirements for Wetland Delineation 77 1510.0 Hydrologic Controls/Drainage Control Plan 78 1511.0 Site Grading and Excavation Plan 78 1512.0 Native Vegetation Buffer Strip Required: Vegetation & Revegetation Landscape Plan 79 1513.0 Watercourse Relocation and Minor Modifications (including Channelization & Relocation) 80 1514.0 Conditions and Restrictions for Permitting Watercourse Modification 81 1515.0 Required Content of Watercourse Modification/Relocation Plan 81 1516.0 Criteria for Permitting Armoring of Channels and Banks 82 Ordinance 09-003 4 1517.0 Criteria for Permitting the Use of Culverts 82 1518.0 Compensatory Mitigation 82 1519.0 Impact Assessment 87 1520.0 Stream Maintenance Easement 87 1600.0 Floodplain Items 88 1601.0 General Requirements for Floodplain Items 88 1602.0 Duties of the Enforcement Official(s) 88 1603.0 Base Flood Elevation 90 1604.0 Occupation and use of Flood Fringe Areas 91 1605.0 Occupation and use of Designated Floodways 93 1606.0 Occupation and use of SFHA Areas Where Floodways are not Identified 108 1607.0 Permitting Requirements Applicable to all Floodplain Areas 113 1608.0 Other Development Requirements 116 1700.0 Repealer 117 1800.0 Separability 117 1900.0 Effective Date 117 Appendix A 118 Ordinance 09-003 5 NOW, THEREFORE, BE IT ORDAINED by the President and Village Board of Trustees of the Village of Homer Glen, Will County, Illinois, as follows: 100.0 Authority and Short Title 101.0 Authority This ordinance is enacted pursuant to the village’s home rule power and the police powers granted to the village by 65 ILCS 5/1-2-1, 5/7-4-4, 5/11-12-12, 5/11-30-2, 5/11-30-8, 5/11-31-2, 5/11-111.1-1 and 5/11-104.1 102.0 Short Title This Ordinance shall be known and may be cited as the Village of Homer Glen Water Resource Management Ordinance. 200.0 Purpose and Definitions 201.0 Purpose of this Ordinance It is the purpose and intent of this Ordinance to: Promote the health, safety, and general welfare of the present and future residents of Village of Homer Glen and downstream drainage areas. This shall be accomplished through the preservation and enhancement of the quality of surface waters and the wise utilization of water and land resources; Promote effective, equitable, acceptable, and legal Stormwater Management measures by establishing reasonable rules and regulations for development; Guide, regulate, and control the design, construction, use, and maintenance of any development or other activity which disturbs or breaks the topsoil or otherwise results in the movement of earth on land situated in Homer Glen; Provide for the protection, preservation, proper maintenance, and use of Village of Homer Glen watercourses, lakes, ponds, floodplain, and wetland areas; Maintain the Village of Homer Glen’s eligibility in the National Flood Insurance Program; Manage and mitigate the effects of urbanization on stormwater drainage throughout the Village of Homer Glen through planning, appropriate engineering practices and proper maintenance; Protect from, and reduce the existing potential for, loss of human life, health, safety and property from the hazards of flooding damages on a watershed basis by preserving storm and flood water storage capacity; Preserve and enhance the natural hydrologic and hydraulic functions, balance, and natural characteristics of watercourses, floodplains, and groundwater to protect or improve water quality, protect aquatic habitats, reduce flood damages, reduce soil erosion, provide recreational and aesthetic benefits, and enhance community and economic development by storing and providing for infiltration of wet-period runoff in floodplains and wetlands and releasing it slowly to the stream; Ordinance 09-003 6 Control sediment and erosion in and from stormwater facilities, developments, agricultural fields, and construction sites; Reduce, protect, and repair streambank and shoreline erosion; Require that planning for development provide for water resource management, taking into account natural features such as vegetation, wildlife, waterways, wetlands, and topography in order to reduce the probability that new development will increase flood or drainage hazards to others or create unstable conditions susceptible to erosion; Maintain and enhance the aesthetic qualities of developing areas; Protect environmentally sensitive areas and areas of special recreation, scenic, or scientific interests from deterioration or destruction by private or public actions; Protect fish spawning, breeding, nursery, and feeding grounds; Require appropriate and adequate provision for site runoff control, especially when the land is developed with a large amount of impervious surface; Require the design and evaluation of each site Stormwater Management plan consistent with watershed capacities; Encourage the use of stormwater storage and infiltration of stormwater in preference to stormwater conveyance, including maintaining natural runoff conveyance systems, which minimizes the need for major storm sewer construction and drainage way modification and improves water quality by filtering and storing sediments and attached pollutants, nutrients, and organic compounds before they drain into streams or wetlands; Lessen the taxpayers’ burden for flood-related disasters, repairs to flood-damaged public facilities and utilities, and flood rescue and relief operations; Minimize conflicts and incompatibilities between agricultural and urban drainage systems and maintain agriculture as a viable and productive land use; Allow the use of simple technologies whenever appropriate and realistic, but require the use of more sophisticated techniques when necessary to ensure the adequacy of stormwater controls; Meet the requirements of 616 ILCS 5/18g Rivers, Lakes and Streams Act; Make federally subsidized flood insurance available for property in the Village by fulfilling the requirements of the National Flood Insurance Program; Comply with the rules and regulations of the National Flood Insurance Program codified as 44 CFR 59-79, as amended; Encourage the continued economic growth and high quality of life of Village
Load more

Recommended publications
  • Control of Erosion on Construction Sites
    624 RAN:c COf'<-\ I A LIBRARY PLANNING AND EP CONTROL OF EROSION ON CONSTRUCTION SITES By Michael J. Ransom CONTENTS INTRODUCTION 7 1 CONTROL OF EROSION ON CONSTRUCTION SITES 9 1.1 General 9 1 .2 How Does Erosion Occur? 9 2. BENEFITS OF EROSION CONTROL ON CONSTRUCTION SITES 11 3. PRINCIPLES OF EROSION CONTROL ON CONSTRUCTION SITES 12 3.1 Planning Phase Controls 12 3.2 Design and Construction Phase Controls 13 3.3 Maintenance Phase Controls 14 4. CONSTRUCTION SITE PRACTICE 15 4.1 Initial Clearing and Site Preparation 15 4.2 Access Around the Site 16 4.3 Drainage 19 4.4 Stockpiles and Spoil Dumps 30 4.5 Vegetation and Reclamation 31 4.6 Batters 34 4.7 SedimentTrapping 37 APPENDIX 1. Construction Supervisor's Check List 46 APPENDIX 2. Conservation, Forestsand Lands 47 Regional Offices REFERENCES 48 f l � t. tf.· . ' f•-':·.· . · . I . ACKNOWLEDGMENTS (First Edition) A number of people have assisted in the preparation of this booklet, both in technical advice and in reviewing the text. Particular thanks are due to a number of officers of the Soil Conservation Authority, particularly Mr. Graydon Findlay, the Authority's Chief Engineer. Also, the assistance of the following is greatly appreciated: Mr. John Mapson, State Rivers and Water Supply Commission, Messrs. Cliff Lawton and Peter Nash of the Road Construction Authority, and Mr. Don Thomson and his staff of the Dandenong Valley Authority who assisted greatly in providing technical input and advice on the presentation of the booklet. INTRODUCTION Each year, an increasing area of agricultural and open land is converted to urban use for houses, shopping centres, factories, roads, schools and other facilities.
    [Show full text]
  • Watershed Science
    Watershed Science This lesson is part of an ongoing monthly series that encourages young adults to learn about the environment through hands-on activities. These activities are recommended for ages 8+ and are designed using materials that most households have on-hand. Where does water come from? Why is it important? What is a watershed? This month, we will explore how water moves on Earth, what a watershed is and why it’s important, and find out what watershed area we live in! Did you know that the water we use today is the same water the dinosaurs used! So how does it move around the earth? Let's find out by making our own model of the water cycle! Model Water Cycle Materials: ❏ 1-quart sized freezer bag ❏ 1 permanent marker ❏ 1 cup of water ❏ Tape *recommend using clear packing tape ❏ Blue Food Coloring *recommended but not necessary ❏ Nature Journal (Click here for activity sheet) Directions: 1. Using a permanent marker, draw a water scene on the outside of the bag including water/waves at the bottom of the bag and clouds and the sun at the top of the bag. 2. Fill the measuring cup with 1 cup of water and add 2 drops of blue food coloring. Carefully stir in food coloring. 3. Slowly pour the water into the freezer bag and seal the bag completely. 4. Tape bag to a sunny window using tape. Choose a window that gets the most sunlight during the day. 5. Check on the bag during the day/several times a day and observe the changes.
    [Show full text]
  • Floods in Nebraska on Small Drainage Areas Magnitude and Frequency
    Floods in Nebraska on Small Drainage Areas Magnitude and Frequency GEOLOGICAL SURVEY CIRCULAR 45S Floods in Nebraska on Small Drainage Areas, Magnitude and Frequency By Emil W. Beckman and Norman E. Hutchison Prepared in cooperation with the Nebraska Department of Roads GEOLOGICAL SURVEY CIRCULAR 458 Washington 7962 United States Department of the Interior STEW ART L. UDALL, SECRETARY Geological Survey THOMAS B. NOLAN, DIRECTOR Free on application to /he U.S. Geological Survey, Washington 25, D. C. CONTENTS Page Page Abstract ____________________________ 1 Flood-frequency analysis Cont. Introduction _. ____ _ ___ 1 Regional flood-frequency analysis___ 11 Description of area ________________ 1 Base period ____________________ 11 Phy siography____________________ 1 Definition of mean annual flood ___ 11 Soil.__ ____________ 1 Homogeneity of records__________ 12 Climate __ ___________________ 2 Composite frequency curves ______ 12 Drainage areas __________________ 3 Relations of mean annual flood____ 12 Causes of floods__________________ 3 Hydrologic areas-_______________ 14 Flood records available ____________ 3 Application of regional flood-frequency Flood-frequency analysis____________ 9 data ____________________________ 16 Flood frequency at a gaging station _ _ 9 Tributary areas of natural runoff -__ 16 Value _________________ _ ____ 9 Stage of flood discharge ____________ 16 Types of series _________________ 9 Maximum known floods_______________ 17 Plotting position--- ____________ 10 Summary ___________________________ 32 Historical data __________________ 10 Selected references __j.______________ 32 Fitting frequency curves _________ 10 Limitations of a single-station analysis _____________________ 10 ILLUSTRATIONS Page Figure 1. Generalized areas of soil sources in Nebraska_____--_____--------------_-_- 2 2. Map of Nebraska showing location of gaging stations used in flood-frequency analysis ______________________________________________________________ 9 3.
    [Show full text]
  • Scotland's Great Glen Hotel Barge Cruise ~ Fort William to Inverness on Scottish Highlander
    800.344.5257 | 910.795.1048 [email protected] PerryGolf.com Scotland's Great Glen Hotel Barge Cruise ~ Fort William to Inverness on Scottish Highlander 6 Nights | 3 Rounds | Parties of 8 or Less PerryGolf is delighted to offer clients an opportunity of cruising the length of Scotland’s magnificent Great Glen onboard the beautiful hotel barge Scottish Highlander, while playing some of Scotland’s finest golf courses. The 8 passenger Scottish Highlander has the atmosphere of a Scottish Country House with subtle use of tartan furnishings and landscape paintings. At 117 feet she is spacious and has every comfort needed for comfortable cruising. On board you will find four en-suite cabins each with a choice of twin or double beds. The experienced crew of four, led by your captain, ensures attention to your every need. Cuisine is traditional Scottish fare, salmon, game, venison and seafood, prepared by your own Master Chef. The open bar is of course well provisioned and in addition to excellent wines is naturally well stocked with a variety of fine Scottish malt whiskies. The itinerary will take you through the Great Glen on the Caledonian Canal which combines three fresh water lochs, Loch Lochy, Loch Oich, and famous Loch Ness, with sections of delightful man made canals to provide marine navigation for craft cutting right across Scotland amidst some spectacular scenery. Golf is included at legendary Royal Dornoch and the dramatic and highly regarded Castle Stuart, which was voted best new golf course worldwide in 2009. In addition you will play Traigh Golf Club (meaning 'beach' in Gaelic) set in one of the most beautiful parts of the West Highlands of Scotland with its stunning views to the Hebridean islands of Eigg and Rum, and the Cuillins of Skye.
    [Show full text]
  • Hydrologic Alteration of the Lower Rio Grande Terminus: a Quantitative Assessment
    RIVER RESEARCH AND APPLICATIONS River. Res. Applic. 25: 241–252 (2009) Published online 29 April 2008 in Wiley InterScience (www.interscience.wiley.com) DOI: 10.1002/rra.1151 HYDROLOGIC ALTERATION OF THE LOWER RIO GRANDE TERMINUS: A QUANTITATIVE ASSESSMENT MICHAEL F. SMALL,* TIMOTHY H. BONNER and JOHN T. BACCUS Department of Biology, Texas State University—San Marcos, San Marcos, TX 78666, USA ABSTRACT The lower Rio Grande is one of several imperilled river reaches in North America. Drought and water withdrawals for agriculture and municipal use are acknowledged as primary sources of riverine degradation. We agree that these are critical components adversely affecting the river but also suggest disruption in the normal flood-pulse cycle of the lower Rio Grande, resulting from impoundment of Falcon Lake and poor management of releases from Falcon Lake Dam, have contributed substantially to decline in ecosystem integrity. We provide statistical evidence and real observations in support of the hypothesis that loss of the natural flood-pulse cycle of the lower Rio Grande has detrimentally affected the riparian ecosystem. Although the presence of adverse effects from disruption of the flood-pulse cycle is intuitive, this is the first report quantifying the degree of alteration in the lower Rio Grande. Copyright # 2008 John Wiley & Sons, Ltd. key words: Rio Grande; Texas; riparian; alteration; flood-pulse cycle Received 9 March 2007; Accepted 28 February 2008 INTRODUCTION Excerpt from CBS Radio Network: ‘Title: One of the world’s most celebrated rivers is almost gone. There’s an old saying in Texas—whiskey is for drinking and water is for fighting.
    [Show full text]
  • Homeowners Guide for Flood, Debris Flow, and Erosion Control How Storms Can Effect Your Property
    BE PREPARED! HOMEOWNERS GUIDE FOR FLOOD, DEBRIS FLOW, AND EROSION CONTROL HOW STORMS CAN EFFECT YOUR PROPERTY UNPROTECTED HOMES RAIN STORMS Heavy and sustained rainfall from winter storms cause millions and, at times, billions of dollars in property damage annually. Planning and preparing against these disastrous effects, especially in hillside areas, can reduce or eliminate damage to homes and property. This pamphlet provides homeowners and residents some useful methods for controlling the damage possible from such storms. Page 1 POTENTIAL FOR DESTRUCTION Rain falling on barren or sparsely planted slopes has great destructive potential. When rain strikes a bare slope it washes and carries off the soil surface with the runoff. This erosive effect becomes destructive as the soil surface becomes saturated and the flow increases in volume and velocity. Generated mud and debris flows scour and gouge out the slope creating deep furrows in its surface. Under prolonged rainfall, the slope may even become saturated resulting in a slope failure or landslide. HOMES PROTECTED FROM MAJOR DAMAGE Page 2 Mud and debris flows not only damage slopes, but also have sufficient momentum to damage structures in their path, at times resulting in severe injuries and fatalities to building occupants. Mud and debris flows consist of mud, brush, and trees that are moved by storm water. These flows may range in degree of severity from small mud slides to large landslides moving with destructive force down to the bottom of the slope. In either case this is of serious consequence to the property owner. MUD AND DEBRIS FLOW DIVERTED BY SANDBAGS HOW TO PREPARE Early planning and continued maintenance reduce the damaging effects of storms.
    [Show full text]
  • Mailto:[email protected] Thursday, June 10, 2021 TOWN of GLEN
    mailto:[email protected] Thursday, June 10, 2021 TOWN OF GLEN PLANNING BOARD 7 ERIE STREET FULTONVILLE NY 12072 Re: Jurisdictional Inquiry Response Borrego Solar Project/Lanfear Property 2621 State Highway 5S Town of Glen, Montgomery County Dear Mr. Reilly: Thank you for contacting the Department with regard to the proposal to the Borrego Solar Project at property located at 2621 State Highway 5S, Glen, NY (Parcel ID: 53.31-113). Based on the project information which you provided, and the resources identified the following information provides a preliminary summary of permits that may be required from this Department for the project. Freshwater Wetlands: The project site is located near or in Freshwater Wetland TH-13, a Class 2 wetland and near Freshwater Wetland TH-18, a Class 3 wetland. An Article 24 Freshwater Wetlands Permit is required for physical disturbance within the wetland or within the 100-foot adjacent area surrounding the wetland. Since wetland boundaries are subject to change over time, we would recommend a consultant be hired to perform a wetland delineation. General information on wetlands and the permitting process can be located on our website at http://www.dec.ny.gov/permits/6058.html. Protection of Waters: A stream is located on the subject parcel (FIN: H-240-83) and is a Class C waterbody. An Article 15 Protection of Waters Permit, pursuant to 6 NYCRR Part 608 is required for any disturbance to the bed and banks of a protected stream or for a project involving excavation or fill below the mean high water level in a Class C stream, which is considered navigable.
    [Show full text]
  • Western Scotland
    Soil Survey of Scotland WESTERN SCOTLAND 1:250 000 SHEET 4 The Macaulay Institute for Soil Research Aberdeen 1982 SOIL SURVEY OF SCOTLAND Soil and Land Capability for Agriculture WESTERN SCOTLAND By J. S. Bibby, BSc, G. Hudson, BSc and D. J. Henderson, BSc with contributions from C. G. B. Campbell, BSc, W. Towers, BSc and G. G. Wright, BSc The Macaulay Institute for Soil Rescarch Aberdeen 1982 @ The Macaulay Institute for Soil Research, Aberdeen, 1982 The couer zllustralion is of Ardmucknish Bay, Benderloch and the hzlk of Lorn, Argyll ISBN 0 7084 0222 4 PRINTED IN GREAT BRITAIN AT THE UNIVERSITY PRESS ABERDEEN Contents Chapter Page PREFACE vii ACKNOWLEDGE~MENTS ix 1 DESCRIPTIONOF THEAREA 1 Geology, landforms and parent materials 2 Climate 12 Soils 18 Principal soil trends 20 Soil classification 23 Vegetation 28 2 THESOIL MAP UNITS 34 The associations and map units 34 The Alluvial Soils 34 The Organic Soils 34 The Aberlour Association 38 The Arkaig Association 40 The Balrownie Association 47 The Berriedale Association 48 The BraemorelKinsteary Associations 49 The Corby/Boyndie/Dinnet Associations 49 The Corriebreck Association 52 The Countesswells/Dalbeattie/PriestlawAssociations 54 The Darleith/Kirktonmoor Associations 58 The Deecastle Association 62 The Durnhill Association 63 The Foudland Association 66 The Fraserburgh Association 69 The Gourdie/Callander/Strathfinella Associations 70 The Gruline Association 71 The Hatton/Tomintoul/Kessock Associations 72 The Inchkenneth Association 73 The Inchnadamph Association 75 ... 111 CONTENTS
    [Show full text]
  • Draft GLEN LAKE-CRYSTAL RIVER WATERSHED OVERLAY DISTRICT Working Draft February 2021
    Draft GLEN LAKE-CRYSTAL RIVER WATERSHED OVERLAY DISTRICT Working Draft February 2021 SECTION 1 PURPOSE AND APPLICATION A. The purpose of this district is to protect the quality of water resources within the Glen Lake-Crystal River Watershed and to ensure that the structures and uses in this district are compatible with and protect these unique resources. Other specific purposes include: 1. The prevention of water pollution and water quality degradation. 2. The conservation of natural shoreland areas, forested bluffs, and ridge lines in the watershed. 3. Conservation of watershed hydrology by managing stormwater to protect the natural hydrologic regime, especially as it relates to the quantity of runoff versus infiltration and groundwater recharge. 4. Protection against the negative impacts of nutrient loading, erosion, and stormwater runoff. B. The protection of the Glen Lake-Crystal River Watershed is deemed an important public purpose in order to protect public health and welfare and to conserve natural beauty and the environmental, historical, recreational, cultural, scenic and economic attributes of the watershed and region. C. The Glen Lake-Crystal River Watershed Overlay District is a supplemental District that includes all lands located within the Glen Lake-Crystal River Watershed as depicted on the Glen Lake-Crystal River Watershed Overlay District Map. The Glen Lake-Crystal River Watershed Overlay District applies simultaneously with any of the other zoning districts established in this Ordinance, hereinafter referred to as the “underlying” zoning district. In cases where a parcel is partially inside and partially outside of the Watershed Overlay District, only those portions located within the Watershed Overlay District are required to comply with the requirements of this district.
    [Show full text]
  • Glen at Widefield No. 10 Grading and Erosion Control Plan Grading and Erosion Control El Paso, County
    FILL PROJECT SPECIFIC GRADING AND EROSION CONTROL NOTES FILL 1. Stormwater discharges from construction sites shall not cause or threaten to cause pollution, contamination, or degradation of State Waters. All work and earth disturbance shall be done in a manner that minimizes pollution of any on-site or off-site waters, including wetlands. 2. Notwithstanding anything depicted in these plans in words or graphic representation, all design and construction related to roads, storm drainage and erosion control shall conform to the standards and requirements of the most recent version of the relevant adopted El Paso County standards, including the Land Development Code, the THE GLEN AT WIDEFIELD EAST Engineering Criteria Manual, the Drainage Criteria Manual, and the Drainage Criteria Manual Volume 2. Any deviations from regulations and standards must be requested, and FUTURE FILING 11 approved, in writing. 3. A separate Stormwater Management Plan (SMWP) for this project shall be completed and an Erosion and Stormwater Quality Control Permit (ESQCP) issued prior to GLEN 1 GLEN 3 commencing construction. Management of the SWMP during construction is the responsibility of the designated Qualified Stormwater Manager or Certified Erosion Control GLEN 5 Inspector. The SWMP shall be located on site at all times during construction and shall be kept up to date with work progress and changes in the field. FUTURE 4. Once the ESQCP is approved and a “Notice to Proceed” has been issued, the contractor may install the initial stage erosion and sediment control measures as indicated on FILING FILING 5A FILING 9 the approved GEC. A Preconstruction Meeting between the contractor, engineer, and El Paso County will be held prior to any construction.
    [Show full text]
  • Glen Echo Park Partnership for Arts and Culture
    Spring 2021 CLASSES AND EVENTS glenechopark.org REGISTRATION FOR SPRING AND SUMMER SESSIONS REGISTRATIONBEGINS SATURDAY, FOR JANUARY SPRING 25, SESSION 2020.* Spring: March,BEGINS April, FEBRUARY May 2020 2, 2021. Summer: June, July, August 2020 * January 25Spring: is for walk-in March, registration April & only. May 2021 7300 MacArthur Blvd., Glen Echo, MD 20812 For more registration details, Online registration begins January 26. Partnership Office: Arcade 210 visit www.glenechopark.org 301.634.2222 • Park Closing Hotline: 301.320.2330 For more information on the start of registration visit glenechoparglenechopark.orgk.org • [email protected]@glenechopark.org glenechopark.org/classes. Carousel Carnival SATURDAY, MAY 16, 2020 | 6PM UNTIL MIDNIGHT Tickets: $250 per personC |e (301)l 634-2230eb | [email protected] with us! 1921 - 2021 We are proud to celebrate the 100th anniversary of our beloved Dentzel Carousel. Sup• Sppoecrtia Glenl Beh iEchond-th Park...e-Scenes Virtual Carousel Tour with NPS Ranger BECOME• Carousel ALe MEMBERcture Serie sTODAY! • Contest for the Most Popular Carousel Animal The• C Partneraroushispe rlelies Fa onm supporily Wt fromee kMeemnbersds and Donors to: ••Expand Caro anduse enhanl Stocer ithees Park’sSho programs;rt Films -- Tell us your story and we may •iPreservenclude and yo maintainu in o nthee Park’sof th historice vid estructures;os! and ••Build and a diversemore arts community. Membership benefitsTh includee c invitationseleb rtoa specialtio nMember be &g Donorins events, in M opportunitiesid-Fe forb rsavingsua rthroughouty 202 the1 .Park, and FREE carousel tickets. For more information, visit glenechopark.org/membership or see page 5 in this catalog. glenechopark.org/carousel100 c2 1 COVER: ORIGINAL SERIGRAPH BY JOSEPH CRAIG ENGLISH Due to Covid-19, classes and activities at the Park are subject to change.
    [Show full text]
  • Technical Appendix 7.3: Assessment of Landscape Character Types and Areas Environmental Impact Assessment Report
    Cloiche Wind Farm Technical Appendix 7.3: Assessment of Landscape Character Types and Areas Environmental Impact Assessment Report TECHNICAL APPENDIX 7.3: ASSESSMENT OF LANDSCAPE CHARACTER TYPES AND AREAS 1.1 Introduction 1-1 1.2 SNH National Landscape Character Types (not including CNP area) 1-2 1.3 CNP Landscape Character Areas (LCAs) 1-23 April 2020 1-i Cloiche Wind Farm Technical Appendix 7.3: Assessment of Landscape Character Types and Areas Environmental Impact Assessment Report 1. Technical Appendix 7.3: Assessment of Landscape Character Types and Areas 1.1 Introduction 1.1.1 The following National Landscape Character Types (LCTs) and Cairngorm National Park (CNP) Landscape Character Areas (LCAs) within the detailed study area were identified in the baseline review as potentially experiencing landscape effects as a result of the Proposed Development (as illustrated in Figure 7.3.2: Landscape Character within Detailed Study Area): Scottish Natural Heritage (SNH) National LCTs • Broad Steep-Sided Glen (LCT 225); • Isolated Mountain Plateau (LCT 85); • Rocky Moorland Plateau – Inverness (LCT 222); • Rolling Uplands – Inverness (LCT 221); • Rugged Massif – Inverness (LCT 220); • Rugged Massif – Lochaber (LCT 238); • Small Craggy Knolls and Hills (LCT 87); • Smooth Moorland Ridges (LCT 236); • Smooth Rounded Hills – Badenoch and Strathspey (LCT 86); and • Upland Glen – Inverness ( LCT 231). Cairngorm National Park (CNP) LCAs Upland Areas • Ardverikie Hills; • The Monadhlieath: South Monadhliath; and • The Southern Hills: South Western Glens. Lowland Areas • Ardverikie: Glen Shirra; • Ardverikie: Pattack Glen / Strath Mashie; • Càthar Mòr; • Glen Truim: Upper Glen and Dalwhinnie; • Spey Headwaters: Spey Dam; and • Spey Headwaters: Upper Glen of the Spey.
    [Show full text]