Rogers City Zoning Code
Complete index of all zoning chapters, sections, and subsections
ARTICLE 1
ADMINISTRATION
Sections
- Section 1.1 Title
- Section 1.2 Purpose and Intent
- Section 1.3 Legal Authority
- 1.3.1 Authority
- 1.3.2 Jurisdiction
- 1.3.3 Severability
- Section 1.4 Transitional Provisions
- Section 1.5 Enforcement
- Section 1.6 Nonconformities
- Section 1.7 Decision-Making Authorities
- 1.7.1 City Council
- 1.7.2 Planning Commission
- 1.7.3 Board of Adjustment
- 1.7.4 Historic District Commission
- 1.7.5 Director of Community Development
- 1.7.6 Development Working Group
- Section 1.8 Using this Unified Development Code
ARTICLE 2
DEVELOPMENT REVIEW PROCEDURES
Sections
- Section 2.1 Purpose and Intent
- Section 2.2 Applicability
- Section 2.3 General Procedures
- 2.3.1 Informal Meetings
- 2.3.2 Application Filing
- 2.3.3 Resubmittals
- 2.3.4 Public Hearing Notice
- Section 2.4 Master Plan Review
- Figure 2.4.A Master Plan Process & Applicable Standards
- 2.4.1 Purpose and Intent
- 2.4.2 Applicability
- 2.4.3 Exemptions
- 2.4.4 Review Criteria
- 2.4.5 Development Working Group
- 2.4.6 Referral to Planning Commission
- 2.4.7 Appeals
- 2.4.8 Effect of Approval
- 2.4.9 Administrative Relief
- 2.4.10 Master Plan as Substitute for Preliminary Plat
- 2.4.11 Amendments
- 2.4.12 Concurrent Review of Public Improvement Plans
- Section 2.5 Public Improvement Plan Review
- Section 2.6 Subdivision Review
- Section 2.7 Site Development Plan Review
- Section 2.8 Zoning Map Amendments
- Section 2.9 Comprehensive Plan Review
- Section 2.10 - Reserved
- Section 2.11 Administrative Relief
- Section 2.12 Variances
- Section 2.13 Appeals of Administrative Determinations
- Section 2.14 Development Permit
- Section 2.15 Disturbance Permits
ARTICLE 3
LAND DEVELOPMENT STANDARDS
Sections
- Section 3.1 Purpose and Intent
- Section 3.2 Applicability
- Section 3.3 Natural Features
- 3.3.1 Floodplains and Floodways
- 3.3.2 Cave Springs Area
- 3.3.3 Wetlands
- 3.3.4 Steep Grades
- 3.3.5 Tree Preservation
- Section 3.4 The Block and the Street
- 3.4.1 Applicability
- 3.4.2 Block Standards
- 3.4.3 Street Network Standards
- 3.4.5 Street Typologies
- 3.4.6 Street Design
- 3.4.7 Alleys
- 3.4.8 Use of Rights-of-Way
- 3.4.9 Street Improvements
- Section 3.5 Utilities
- 3.5.1 Purpose
- 3.5.2 Applicability
- 3.5.3 Utility Placement
- Section 3.6 Programmed Open Space
- Section 3.7 Lots and Tracts
ARTICLE 4
ZONING STANDARDS
Sections
- Section 4.1 Purpose and Intent
- Section 4.2 Transect Districts
- Section 4.3 Special Purpose Districts
- Section 4.4 Overlay Districts
- 4.4.1 Purpose and Intent
- 4.4.2 Downtown Development Overlay
- 4.4.3 Airport Overlay
- Section 4.5 Zone Standards
- 4.5.1 Building Coverage
- 4.5.2 Impervious Area
- 4.5.3 Yards Generally
- 4.5.3.1 Exterior Yards
- 4.5.3.2 Interior Yards
- 4.5.4 Minimum Building Occupancy
- 4.5.5 Maximum Building Height
- 4.5.6 Ground Floor Space Standards
- 4.5.7 Accessory Buildings
- 4.5.8 Parking Located in Exterior Yards
- 4.5.9 Driveways
- 4.5.10 Fences
- Section 4.6 Principal Uses
- Section 4.7 Use Standards
- 4.7.1 Living Uses
- 4.7.1.2 Exemptions
- 4.7.1.3 Standards Applicable to All Residential Building Types
- 4.7.1.4 Standards Applicable to Cottage Houses
- 4.7.1.5 Standards Applicable to Attached Houses
- 4.7.1.6 Standards Applicable to Duplexes
- 4.7.1.7 Standards Applicable to Multi-Unit Houses
- 4.7.1.8 Standards Applicable to Town Houses
- 4.7.1.9 Standards Applicable to Apartment Houses
- 4.7.1.10 Standards Applicable to Live-Work Buildings
- 4.7.1.11 Standards Applicable to Mixed-Use Buildings
- 4.7.2 Agriculture Uses
- 4.7.3 Civic Spaces
- 4.7.4 Community Services
- 4.7.5 Office
- 4.7.6 Professional or Personal Services
- 4.7.7 Eating and Drinking
- 4.7.8 Healthcare Service
- 4.7.9 Parking
- 4.7.10 Retail
- 4.7.11 Entertainment or Event Venue
- 4.7.12 Artisanal Industry
- 4.7.13 Technology Industry
- 4.7.14 Auto Service
- 4.7.15 Freight, Logistics, and Storage
- 4.7.16 Transportation Services
- 4.7.17 General Industry
- 4.7.18 Waste Treatment, Separation, and Transfer
- 4.7.19 Heavy Industry
- 4.7.20 Lodging
- 4.7.1 Living Uses
- Section 4.8 Accessory Uses
- 4.8.1 Reserved
- 4.8.2 Home Occupations
- Section 4.9 Temporary Uses
ARTICLE 5
SITE DEVELOPMENT STANDARDS
Sections
- Section 5.1 Purpose and Intent
- Section 5.2 Residential Site Design
- Section 5.3 Vehicular Use Areas
- 5.3.1 Purpose and Intent
- 5.3.2 Parking Requirements
- 5.3.3 Parking Area Design
- 5.3.4 Drive-Throughs
- Section 5.4 Buildings and Structures
- 5.4.1 Building Location
- 5.4.2 Parking Structures
- Section 5.5 Zone Transitions
- Section 5.6. Landscape and Screening
- 5.6.1 Purpose and Intent
- 5.6.2 Street Trees
- 5.6.3 Path Trees
- 5.6.4 Open Space Trees
- 5.6.5 Vehicular Use Areas
- 5.6.6 Streetscreens & Hedges
- 5.6.8 Landscape Material Specifications
- 5.6.9 Administrative Adjustments
- 5.6.10 Exemptions
- Section 5.7 Outdoor Lighting
- Section 5.8 Signs
- 5.8.1 Purpose and Intent
- 5.8.2 Applicability
- 5.8.3 Exemptions
- 5.8.4 Prohibited Signs
- 5.8.5 Nonconforming Signs
- 5.8.6 Enforcement
- 5.8.7 Signs Allowed without a Permit
- 5.8.8 Standards Applicable to All Signs
- 5.8.9 Common Signage Plan
- 5.8.10 Special Sign Program
- 5.8.11 Sign Permit Process and Approval
- 5.8.12 Allowable Forms for Permanent Signs
- 5.8.13 Sign Standards by Placetype
- Section 5.9 Pedestrian Standards
ARTICLE 6
ENGINEERING MANUAL
Sections
- PART I – DESIGN CRITERIA
- ARTICLE I. GENERAL
- ARTICLE II. Plans
- ARTICLE III. Streets
- ARTICLE IV. Bicycle Facilities
- ARTICLE V. Retaining Walls
- ARTICLE VI. Permits
- PART II – STANDARD SPECIFICATIONS
- Article I. GENERAL PROVISIONS
- Article II. Earthwork
- Article III. STORM DRAINAGE
- Article IV. Base and Paving
- Section 4.01 Aggregate Base Course
- Section 4.02 Prime and Tack Coats
- Section 4.03 Asphalt Concrete Hot Mix
- Section 4.04 Asphalt Concrete Hot Mix Base Course
- Section 4.05 Asphalt Concrete Patching for Maintenance of Traffic
- Section 4.06 Asphalt Concrete Hot Mix Patching of Existing Roadway
- Section 4.07 Aggregates for BMP Applications
- Article V. MISCELLANEOUS CONSTRUCTION
- Section 5.01 Concrete Curb and Gutter
- Section 5.02 Concrete Sidewalks and Trails
- Section 5.03 Driveway Construction or Reconstruction
- Section 5.04 Headwalls and Retaining Walls
- Section 5.05 Seeding and Sodding
- Section 5.06 Mailboxes
- Section 5.07 Irrigation Repair
- Section 5.08 Pavement Markings
- Section 5.09 Street Signs
- Section 5.10 Erosion Control
- Section 5.11 Traffic Control and Maintenance
- Section 5.12 Mobilization
- Section 5.13 Fences
- Section 5.14 Handicap Ramps
- Section 5.15 Project Signs
- Section 5.16 Handrail
- Section 5.17 Cold Milling Asphalt Pavement
- Section 5.18 CU Structural Soil
- Article VI. Materials
- Article VII. TRAFFIC CONTROL FACILITIES & OTHER ELECTRICAL
- Section 7.01 Actuated Controller
- Section 7.02 Traffic Signal Head
- Section 7.03 Pedestrian Signal Head
- Section 7.04 Countdown Pedestrian Signal Head
- Section 7.05 Rectangular Rapid Flashing Beacon
- Section 7.06 Traffic Signal Cable
- Section 7.07 Galvanized Steel Conduit
- Section 7.08 Non-Metallic Conduit
- Section 7.9 Concrete Pull Box
- Section 7.11 Traffic Signal Mast Arm with Pole and Foundation
- Section 7.12 Traffic Signal Pedestrian Pole with Foundation
- Section 7.13 Traffic Signal Equipment Performance Test
- Section 7.14 Video Detector with Radio Interface
- Section 7.15 Radio Communication System
- Section 7.16. Reserved
- Section 7.17 Electrical Conductors in Conduit
- PART III – STANDARD DETAILS
- Article I. CITY OF ROGERS STANDARD DETAILS
- Section 1.01 Circular Curb Inlet/Manhole Detail
- Section 1.02 Rectangular Curb Inlet/Manhole Detail
- Section 1.03 Reverse Throat Inlet Detail
- Section 1.04 Residential Driveway Detail
- I.5 Commercial Driveway Detail
- I.6 Sidewalk Detail
- I.7 Crosswalk Detail
- I.8 Curb and Gutter Detail
- I.9 Perpendicular Curb Ramp Detail
- I.10 Manhole Ring and Cover Detail
- I.11 Bikeway Crossing Detail 1
- I.12 Bikeway Crossing Detail 2
- I.13 Roundabout Apron Detail
- I.14 Sidewalk Closed Detail
- I.15 Future Street Extension Detail
- I.16 Cross Access Stub-out Signage
- I.17 Tree Well Planting Detail 1
- I.18 Tree Well Planting Detail 2
- I.19 Pavement Repair Detail
- I.20 One Lane Trail Closure Detail
- I.21 Multiuse Trail or Shared Use Path
- Article I. CITY OF ROGERS STANDARD DETAILS
- PART IV – APPENDICES
- I. WAYFINDING SIGNAGE
- II. TRAFFIC IMPACT ANALYSIS FORMAT
- III. SHAPEFILE AS-BUILT SUBMITTAL CRITERIA
- IV. GPS MONUMENTATION FORM
- V. STREET LIGHT SUBMITTAL SPECIFICATIONS
- VI. CONCRETE INTEGRAL COLOR CHART
ARTICLE 7
DRAINAGE CRITERIA MANUAL
Sections
- CHAPTER 1. SUBMITTAL REQUIREMENTS
- EXECUTIVE SUMMARY
- CHAPTER 2. STORMWATER PLANNING
- Purpose of the Chapter
- Chapter Summary
- 1.0 INTRODUCTION
- 2.0 STORMWATER DRAINAGE PRINCIPLES
- 2.1 Stormwater Planning Objectives
- 2.2 Watershed Approach for Stormwater Planning
- 2.3 Compatibility with Other Planning Objectives
- 2.4 Space Allocation for Flood Control
- 2.5 Floodplain Preservation
- 2.6 Stream and Riparian Corridor Preservation
- 2.7 Major and Minor Drainage Systems
- 2.8 BMPs to Mitigate Impacts
- 2.9 Sustainability and Maintenance
- 2.10 Consideration of Downstream Impacts
- 3.0 MAJOR DRAINAGE PLANNING
- 4.0 MINOR DRAINAGE PLANNING
- 5.0 TRANSPORTATION PLANNING
- 6.0 OPEN SPACE PLANNING
- 7.0 REQUIRED PERMITS
- 8.0 DEVELOPMENT REVIEW PROCESS
- 9.0 REFERENCES
- CHAPTER 3. DETERMINATION OF STORM WATER RUNOFF
- EXECUTIVE SUMMARY
- DRAINAGE METHODS
- Watershed Size Applicability for Peak Runoff Calculations
- Rational Method
- Runoff Coefficient, C, for Specific Rogers Zoning
- Runoff Coefficient, C, for Composite Land/Surface Areas
- Frequency Factor Multiplier, ki
- Rainfall Intensity
- Time of Concentration, tc
- Manning’s Values of Roughness Coefficient n for Overland Flow (same as Table RO-6)
- Manning’s Values of Roughness Coefficient n for Open Channels (same as Table RO-7)
- SCS Curve Number Method
- Runoff Curve Numbers (CN) for Urban Areas (Antecedent Moisture Condition II, and Ia = 0.2*S) (USDA NRCS – TR-55 1986) (same as Table RO-10)
- Runoff Curve Numbers (CN) for Non-Urban Areas (Antecedent Moisture Condition II, and Ia = 0.2*S) (USDA NRCS – TR-55 1986) (same as Table RO-11)
- 1. OVERVIEW
- 2. RATIONAL METHOD
- 2.1 Rational Formula
- 2.2 Rational Method Calculation Procedure
- 2.3 Assumptions
- 2.4 Limitations
- 2.5 Runoff Coefficient, C
- 2.5.1 Soil Type
- 2.5.2 Selection of Runoff Coefficients, C
- Table RO-2 –– Runoff Coefficients, C, for Specific City of Rogers Zoning
- Table RO-3 –– Runoff Coefficient, C, for Composite Land/Surface Areas in the City of Rogers (City of Rogers – Drainage Study 1993)
- Table RO-4 –– Frequency Factor Multipliers for Runoff Coefficients (Debo and Reese 2002)
- 2.6 Rainfall Intensity, I
- 2.7 Drainage Area, A
- 2.8 Time of Concentration, tc
- 2.8.1 Overland Flow Time, to
- Table RO-6 –– Roughness Coefficients (Manning’s n) for Overland Flow (USDA NRCS – TR-55 1986)
- 2.8.2 Shallow Concentrated Flow Time, ts
- 2.8.3 Channelized Flow Time, tt
- Table RO-7 –– Manning's Values of Roughness Coefficient n for Open Channels (Bedient and Huber 2002)
- 2.8.4 Minimum Time of Concentration
- 2.8.5 Common Errors in Calculating Time of Concentration
- 3. SCS Curve Number Method
- 3.1 SCS Method Formula
- 3.2 Design Storm Data
- 3.3 Determination of Runoff Curve Number (CN)
- 3.3.1 Hydrologic Soil Group
- 3.3.2 Cover Type and Hydrologic Condition
- 3.3.3 Antecedent Moisture Condition
- 3.3.4 Impervious Area Drainage Paths – Connected or Unconnected
- 3.3.4.1 Connected impervious areas
- 3.3.4.2 Unconnected impervious areas
- Table RO-10 –– Runoff Curve Numbers (CN) for Urban Areas (Antecedent Moisture Condition II, and Ia = 0.2*S) (USDA NRCS – TR-55 1986)
- Table RO-11 – Runoff Curve Numbers (CN) for Non-Urban Areas (Antecedent Moisture Condition II, and Ia = 0.2*S) (USDA NRCS – TR-55 1986)
- Figure RO-2 –– Composite CN with Connected Impervious Area (USDA NRCS – TR-55 1986)
- Figure RO-3 –– Composite CN with Unconnected Impervious Areas and Total Impervious Areas Less than 30% (USDA NRCS – TR-55 1986)
- 3.4 Limitations on Use of SCS Method
- 3.5 Computer Modeling
- 4.0 REFERENCES
- CHAPTER 4. STREETS INLETS STORM SEWERS
- EXECUTIVE SUMMARY
- Purpose of the Chapter
- Chapter Summary
- Summary of Critical Design Criteria
- 1.0 STREET DRAINAGE
- Stormwater Flow – Pavement Encroachment and Curb Depth Standards for the Minor Storm, 10-yr Return Frequency
- Stormwater Flow – Curb Depth and Street Inundation Standards for the Major Storm, 100-yr Return Frequency.
- Allowable Stormwater Flow Through Cross-Street/Intersection
- Physical Constraints for Curb and Gutter
- Physical Constraints for Roadside Swales
- 2.0 STORM DRAIN INLETS
- 3.0 STORM SEWERS
- 1.0 STREET DRAINAGE
- 2.0 storm drain inlets
- 2.1 Inlet Functions, Types and Appropriate Applications
- 2.2 Design Considerations
- 2.3 Hydraulic Evaluation
- 2.4 Inlet Location and Spacing on Continuous Grades
- 3.0 storm sewers
- 3.1 Introduction
- 3.2 Storm Sewer System Components
- 3.3 Design Process, Considerations, and Constraints
- 3.4 Storm Sewer Hydrology
- 3.5 Storm Sewer Hydraulics (Gravity Flow in Circular Conduits)
- EXECUTIVE SUMMARY
- CHAPTER 5. DETENTION
- EXECUTIVE SUMMARY
- 1. INTRODUCTION
- 2. APPLICABILITY
- 3. STORMWATER DETENTION DESIGN OBJECTIVES
- 4. TYPES OF DETENTION FACILITIES
- 5. HYDROLOGIC and HYDRAULIC DESIGN
- 6. OTHER DESIGN CONSIDERATIONS
- 6.1 Potential for Multiple Uses
- 6.2 Detention Basin Location
- 6.3 Detention Basin Grading
- 6.4 Geometry of Storage Facilities
- 6.5 Embankments and Cut Slopes
- 6.6 Linings
- 6.7 Inlets and Forebays
- 6.8 Outlet Works
- 6.9 Trash Racks
- 6.10 Vegetation
- 6.11 Public Safety Concerns
- 6.12 Operations and Maintenance
- 6.13 Access
- 6.14 Geotechnical Considerations
- 6.15 Environmental Permitting and Other Considerations
- 7. EXAMPLES
- 8. REFERENCES
- APPENDIX A
- CHAPTER 6. OPEN CHANNEL FLOW
- EXECUTIVE SUMMARY
- 1. INTRODUCTION
- 2. OPEN CHANNEL DESIGN PRINCIPLES
- 2.1 General Open Channel Flow Hydraulics
- 2.2. Preliminary Design Criteria
- 2.3. Choice of Channel Type and Alignment
- 2.4. Design Flows
- 2.5. Maintenance Classification – Primary Channels, Secondary Channels, and Tertiary Channels
- 3. OPEN-CHANNEL DESIGN CRITERIA
- 3.1. Grass-Lined Channels
- 3.1.1. Design Criteria
- 3.1.2. Channel Cross Sections
- Figure OC-2a – Minimum Capacity Requirements for Trickle Channel (UDFCD USDCM 2002)
- 3.1.3. Roughness Coefficients
- 3.1.4. Trickle and Low-Flow Channels
- Figure OC-3 – Manning's n vs. VR for Two Retardances in Grass-Lined Channels (taken from SCS-TP-61 Rev. 1954)
- Figure OC-4 – Typical Grassed Channels (IDFCD USDCM 2002)
- Figure OC-5 – Composite Grass-lined Channel with a Low-Flow Channel, including a Wetland Bottom Low-Flow Channel (UDFCD USDCM 2002)
- Figure OC-6 – Grass-lined Channel with a Trickle Channel (UDFCD USDCM 2002)
- 3.1.5. Erosion Control
- 3.1.6. Water Surface Profile
- 3.1.7. Maintenance
- 3.1.8. Calculation Tool
- 3.2. Composite Channels
- 3.3. Concrete-Lined Channels
- 3.4. Riprap-Lined Channels
- 3.4.1. Types of Riprap
- Table OC-10 – Classification and Gradation of Riprap
- Table OC-11 – Classification of Boulders (UDFCD USDCM 2002)
- Table OC-12 – Specifications and Placement Instructions for Grout in Grouted Riprap and Grouted Boulders (UDFCD USDCM 2002)
- 3.4.2. Design Criteria
- Table OC-13 – Riprap Requirements for Channel Linings * (UDFCD USDCM 2002 [modified for City of Rogers])
- 3.4.3. Roughness Coefficient
- 3.4.4. Bedding Requirements
- Table OC-14 – Gradation for Granular Bedding
- Table OC-15 – Granular Bedding Thickness Requirements (UDFCD USDCM 2002)
- 3.4.5. Channel Cross Section
- 3.4.6. Erosion Control
- 3.4.7. Maintenance
- Figure OC-9 – Riprap Channel Bank Lining, Including Toe Protection (UDFCD USDCM 2002)
- Figure OC-10 – Filter Fabric Details (UDFCD USDCM 2002)
- 3.5. Bioengineered Channels
- 3.6. Natural Channels
- 3.1. Grass-Lined Channels
- 4. REFERENCES
- CHAPTER 7. BRIDGE AND CULVERT HYDRAULIC DESIGN
- Executive summary
- 1. CULVERTS INTRODUCTION AND OVERVIEW
- 2. CULVERT HYDRAULICS
- 2.1. Key Hydraulic Principles
- 2.1.1. Energy and Hydraulic Grade Lines
- Figure CB-1 – Definition of Terms for Closed Conduit Flow
- Figure CB-2 – Definition of Terms for Open Channel Flow
- 2.1.2. Culvert Flow Conditions
- Figure CB-3 – Inlet Control—Unsubmerged Inlet
- Figure CB-4 – Inlet Control—Submerged Inlet
- Figure CB-5 – Outlet Control—Partially Full Conduit
- Figure CB-6 – Outlet Control—Full Conduit
- 2.2. Energy Losses
- 2.1. Key Hydraulic Principles
- 3. CULVERT SIZING AND DESIGN
- 4. CULVERT INLETS
- 5. INLET PROTECTION
- 6. OUTLET PROTECTION
- 6.1. Scour
- 6.2. Energy Dissipation/Erosion Control
- 6.2.1. Drop Structures
- 6.2.2. Turf Reinforcement Mat
- Figure CB-10 – Typical Turf Reinforcement Mat Application
- 6.2.3. Hydraulic Jump Energy Dissipators
- Figure CB-11 – Hydraulic Jump Energy Dissipators
- Figure CB-12 – Basin Configurations
- Table CB-5 – Design Values for Roughness Elements
- 6.2.4. Riprap as Outlet Protection
- Figure CB-13 – Configuration of Conduit Outlet Protection for un-Defined Channel Downstream (NJDOT SESCS, 2008)
- Figure CB-14 – Culvert and Pipe Outlet Erosion Protection
- Figure CB-15 – Guidance for Outlet Protection for Multiple Culverts (NJDOT, SESCS 2008)
- 7. GENERAL CONSIDERATIONS
- 8. BRIDGES INTRODUCTION AND OVERVIEW
- 9. DESIGN EXAMPLE
- 9.1. Culvert Under an Embankment
- Step 1 Gather all crucial design information:
- Step 2 Select culvert shape and material:
- Step 3 Enter information into BC-Culvert Spreadsheet under the ‘Pipe’ tab leaving the Diameter (D) cell blank for the 5 year storm (Figure CB-16).
- Step 4 Follow prompts given by spreadsheet to select an appropriate size of pipe.
- Step 5 Check headwater elevation by entering information into ‘Culvert’ tab.
- Step 6 Examine the results from the Calculations of Culvert Capacity (output) table.
- Step 7 Check the culvert size against additional design discharges (if multiple design storms are required) by repeating Steps 3 – 6.
- Step 8 Develop multiple alternatives for analysis.
- Step 9 Compute outlet velocities for each acceptable alternate.
- Step 10 Make recommendations.
- 9.1. Culvert Under an Embankment
- 10. REFERENCES
- CHAPTER 8. CONSTRUCTION SITE STORMWATER MANAGEMENT
- 1.0 INTRODUCTION
- 2.0 FUNDAMENTALS FOR THE MANAGEMENT OF CONSTRUCTION SITES
- 2.1 Erosion and Sedimentation
- 2.2 Principles of Erosion and Sediment Control
- 2.3 Stormwater Planning Process
- 3.0 Best Management practices for construction sites
- 4.0 WATERWAY PROTECTION
- 5.0 UNDERGROUND UTILITY CONSTRUCTION – PLANNING AND IMPLEMENTATION
- 6.0 REMOVAL OF TEMPORARY MEASURES
- 7.0 MAINTENANCE
- 8.0 STANDARDS AND SPECIFICATIONS FOR BMPS (fact sheets)
- 8.1 BMP CM-1 Construction Sequencing/Phasing
- 8.2 BMP CM-2 Hazardous Waste Management and Chemical Storage
- 8.3 BMP CM-3 Solid Waste Management
- 8.4 BMP CM-4 Concrete Washouts
- 8.5 BMP CM-5 Construction Staging and Maintenance Areas
- 8.6 BMP CM-6 Construction Dewatering
- 8.7 BMP EC-1 Chemical Stabilization
- 8.8 BMP EC-2 Compost Blankets
- 8.9 BMP EC-3 Geotextiles, Erosion Control Blankets and Mats
- 8.10 BMP EC-4 Terraces
- 8.11 BMP EC-5 Mulching
- 8.12 BMP EC-6 Temporary Outlet Protection, Energy Dissipation Devices, Riprap Apron
- 8.13 BMP EC-7 Temporary and Permanent Revegetation
- 8.14 BMP EC-8 Wind Erosion or Dust Control
- 8.15 BMP EC-9 Hydroseeding / Hydromulching
- 8.16 BMP EC-10 Surface Roughening
- 8.17 BMP EC-11 Temporary Slope Drain
- 8.18 BMP EC-12 Temporary Stream Crossings
- 8.19 BMP EC-13 Level Spreader
- 8.20 BMP SC-1 Stabilized Construction Entrance/Exit
- 8.21 BMP SC-2 Embedded Silt Fence
- 8.22 BMP SC-3 Inlet Protection
- 8.23 BMP SC-4 Chemical Treatment
- 8.24 BMP SC-5 Sediment Trap
- 8.25 BMP SC-6 Sediment Basin
- 8.26 BMP SC-7 Compost Filter Socks
- 8.27 BMP SC-8 Fiber Rolls/Wattles
- 8.28 BMP SC-9 Gravel Bag Berms
- 8.29 BMP SC-10 Vegetative Buffers
- 8.30 BMP SC-11 Sediment Filters and Sediment Chambers
- 8.31 BMP RC-1 Check Dams
- 8.32 BMP RC-2 Triangular Silt Dike
- 8.33 BMP RC-3 Grass-Lined Channels
- 8.34 BMP RC-4 Interceptor and Diversion Dikes and Swales
- 8.35 BMP RC-5 Rough-Cut Street Control
- 8.36 BMP RC-6 Water Bars
- CHAPTER 9. WATER QUALITY
- EXECUTIVE SUMMARY
- 1. INTRODUCTION
- 2. APPLICABILITY
- 3. WATER QUALITY DESIGN OBJECTIVES
- 4. STRUCTURAL BEST MANAGEMENT PRACTICES
- 4.1. Extended Dry Detention Basin
- 4.1.1. Description
- Photograph WQ-1 – Example of a dry detention basin.
- 4.1.2. Design Considerations
- Figure WQ-2 Karst Formation/Cave Springs Recharge Area
- 4.1.3. Design Procedure and Criteria
- Table WQ-2 Suggested Plant List for Extended Dry Detention Basins
- 4.1.4. Maintenance
- Figure WQ-3 Plan and Profile of an Extended Dry Detention Basin
- Figure WQ-4 Details for a Perforated Plate and Trash Rack
- Figure WQ-5 Trash Rack Sizing
- 4.1.5. Extended Dry Detention Basin Design Example
- 4.2. Extended Wet Detention Basin
- 4.3. Constructed Wetland Basin
- 4.4. Porous Landscape Detention
- 4.5. Permeable Pavers
- 4.6. Vegetated Filter Strip/Grass Buffer
- 4.7. Grass Swale
- 4.8. Covering of Storage/Handling Areas
- 4.9. Spill Containment and Control
- 4.1. Extended Dry Detention Basin
- 5. LOW IMPACT DEVELOPMENT
- Photograph WQ-12 – Example of a Rain Garden.
- 6.0 STORMWATER POLLUTION PREVENTION, GRADING, AND EROSION CONTROL
- 7. REFERENCES
- Appendix A – Adjustment to the Water Quality Capture Volume
- Appendix B – Fee In-Lieu-of Calculation Methodology
- CHAPTER 10. CAVE SPRINGS DIRECT RECHARGE AREA WATER QUALITY PROTECTION REQUIREMENTS
- 1.0 INTRODUCTION
- 2.0 SCOPE AND APPLICABILITY
- 3.0 WATER QUALITY PROTECTION ZONES
- 4.0 LAND DISTURBANCE PERMIT REQUIREMENTS
- 5.0 BUFFER REQUIREMENTS
- 6.0 STORMWATER BMP REQUIREMENTS
- 7.0. WASTEWATER BMP REQUIREMENTS
- 8.0. BMPS FOR INDUSTRIAL DISCHARGES & OTHER CONTAMINANT SOURCES
- APPENDIX
ARTICLE 8
TERMINOLOGY
Sections
- Section 8.1 Purpose and Intent
- Section 8.2 Applicability
- Section 8.3 Undefined Terms
- Section 8.4 Use Classifications
- 8.4.1 Agriculture
- 8.4.2 Auto Service
- 8.4.3 Civic Spaces
- 8.4.5 Community Services
- 8.4.6 Eating and Drinking
- 8.4.7 Entertainment and Event Venues
- 8.4.8 Freight, Logistics, and Storage
- 8.4.9 Healthcare Facility
- 8.4.10 Industry, Artisan
- 8.4.11 Industry, General
- 8.4.12 Industry, Heavy
- 8.4.13 Industry, Technology
- #8.4.14 Living
- 8.4.15 Lodging
- 8.4.16 Parking
- 8.4.17 Professional or Personal Service
- 8.4.18 Retail
- 8.4.19 Transportation Services
- 8.4.20 Waste Services
- Section 8.5 Other Terms
- 8.5.1 A Terms
- 8.5.2 B Terms
- 8.5.3 C Terms
- 8.5.4 D Terms
- 8.5.5 E Terms
- 8.5.6 F Terms
- 8.5.7 G Terms
- 8.5.8 H Terms
- 8.5.9 I Terms
- 8.5.10 J Terms
- 8.5.11 K Terms
- 8.5.12 L Terms
- 8.5.13 M Terms
- 8.5.14 N Terms
- 8.5.15 O Terms
- 8.5.16 P Terms
- 8.5.17 Q Terms
- 8.5.18 R Terms
- 8.5.19 S Terms
- 8.5.20 T Terms
- 8.5.21 U Terms
- 8.5.22 V Terms
- 8.5.23 W Terms
- 8.5.24 X Terms
- 8.5.25 Y Terms
- 8.5.26 Z Terms