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T-8 Constructed Wetland Pond Figure CWP-1 – Constructed Wetland Pond – Plan and Cross-Section Design Example The UD-BMP workbook, designed as a tool for both designer and reviewing agency is available at www.udfcd.org. This section provides a completed design form from this workbook as an example. CWP-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3
Constructed Wetland Pond T-8 Designer: Company: Date: Project: Location: Design Procedure Form: Constructed Wetland Pond (CWP) N. Calisoff BMP Inc. November 29, 2010 Industrial Park SW corner of 105th Ave. and 93rd St. Sheet 1 of 3 1. Baseflow A) Is the permanent pool established by groundwater? Choose One YES NO 2. Surcharge Volume A) Effective Imperviousness of Tributary Area, I a I a = 60.0 % B) Tributary Area's Imperviousness Ratio (i = I a / 100 ) i = 0.600 C) Contributing Watershed Area Area = 10.000 ac D) For Watersheds Outside of the Denver Region, Depth of Average d 6 = in Runoff Producing Storm Choose One E) Design Concept Water Quality Capture Volume (WQCV) (Select EURV when also designing for flood control) Excess Urban Runoff Volume (EURV) F) Water Quality Capture Volume (WQCV) Design Volume V WQCV = 0.177 ac-ft Based on 24-hour Drain Time (V WQCV = (0.9 * (0.91 * i 3 - 1.19 * i 2 + 0.78 * i) / 12 * Area) G) For Watersheds Outside of the Denver Region, V WQCV OTHER = ac-ft Water Quality Capture Volume (WQCV) Design Volume (V WQCV OTHER = (d 6 *(V WQCV /0.43)) H) User Input of Water Quality Capture Volume (WQCV) Design Volume V WQCV USER = ac-ft (Only if a different WQCV Design Volume is desired) I) Predominant Watershed NRCS Soil Group Choose One B J) Excess Urban Runoff Volume (EURV) Design Volume For HSG A: EURV A = (0.1878i - 0.0104)*Area C / D For HSG B: EURV B = (0.1178i - 0.0042)*Area For HSG C/D: EURV C/D = (0.1043i - 0.0031)*Area EURV = 0.595 ac-f t A 3. Depth of Surcharge WQCV D WQCV = 2.0 ft (Should not exceed 2 feet, required even if EURV is chosen) 4. Basin Shape L : W = 4.0 : 1 (It is recommended to have a basin length to width ratio between 2:1 and 4:1) 5. Permanent Pool A) Minimum Permanent Pool Volume V POOL = 0.133 ac-ft 6. Side Slopes A) Maximum Side Slope Above the Safety Wetland Bench Z = 4.00 ft / ft (Horiz. dist. per unit vertical, should be no steeper than 4:1) 7. Inlet Adequate tailwater during events exceeding the WQCV. A) Describe means of providing energy dissipation at concentrated inflow locations: November 2010 Urban Drainage and Flood Control District CWP-7 Urban Storm Drainage Criteria Manual Volume 3
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Urban Storm Drainage Criteria Manua
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Table of Contents Urban Storm Drain
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Disclaimer Attention all persons us
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Preface 1.0 Acknowledgements The Ur
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Preface 2.0 Purpose Volume 3 of the
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Preface • Glossary: A glossary is
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Preface fps ft FHWA GB GS H:V HSG F
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Chapter 1 Stormwater Management and
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Stormwater Management and Planning
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Chapter 2 BMP Selection Contents 1.
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BMP Selection Chapter 2 area is too
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BMP Selection Chapter 2 provided by
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BMP Selection Chapter 2 Table 2-2.
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BMP Selection Chapter 2 1.4 Storage
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BMP Selection Chapter 2 1.8 Online
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BMP Selection Chapter 2 reflect the
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BMP Selection Chapter 2 Figure 2-2.
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BMP Selection Chapter 2 3.0 Life Cy
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BMP Selection Chapter 2 5.0 Referen
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Figure 3-15. Colorado Green Impervi
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Calculating the WQCV and Volume Red
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Chapter 4 Treatment BMPs Contents 1
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Treatment BMPs Chapter 4 2.0 Treatm
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Treatment BMPs Chapter 4 3.0 Refere
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Grass Buffer T-1 4. Buffer Slope: T
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Grass Buffer T-1 Turf grasses such
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Grass Buffer T-1 Figure GB-2. Typic
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Grass Buffer T-1 References Barrett
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T-2 Grass Swale • Provide access
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T-2 Grass Swale 8. Underdrain: An u
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T-2 Grass Swale Figure GS-1. Grass
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T-2 Grass Swale References Chow, Ve
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T-3 Bioretention Site Selection Bio
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T-3 Bioretention Table B-1. Class 1
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Bioretention T-3 Pipe Diameter Tabl
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Bioretention T-3 6. Inlet/Outlet Co
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Bioretention T-3 Table B-6. Native
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Bioretention T-3 Figure B-1 - Typic
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Bioretention T-3 November 2010 Urba
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Bioretention T-3 Figure B-2. Geomem
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Bioretention T-3 Construction Examp
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Bioretention T-3 Design Example The
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Bioretention T-3 Design Procedure F
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T-4 Green Roof reduction benefits o
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T-4 Green Roof Figure GR-1. Typical
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Green Roof T-4 6. Planting Method:
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Page 163 and 164: Extended Detention Basin (EDB) T-5
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Page 180: T-6 Sand Filter adjacent structures
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Page 191 and 192: Retention Pond T-7 Description A re
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Page 197 and 198: Retention Pond T-7 Aesthetic Design
Page 199 and 200: Retention Pond T-7 Design Example F
Page 201 and 202: Retention Pond T-7 Design Procedure
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Page 216 and 217: T-9 Constructed Wetland Channel A c
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Page 221 and 222: Permeable Pavement Systems T-10 Des
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Page 227 and 228: Permeable Pavement Systems T-10 3.
Page 229 and 230: Permeable Pavement Systems T-10 Fig
Page 231 and 232: Permeable Pavement Systems T-10 Tab
Page 233 and 234: Permeable Pavement Systems T-10 con
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Page 249 and 250: Concrete Grid Pavement T-10.2 Note:
Page 251: Pervious Concrete T-10.3 This BMP F
Page 254 and 255: T-10.4 Porous Gravel Designing for
Page 256 and 257: T-10.5 Reinforced Grass Designing f
Page 258 and 259: T-11 Underground BMPs Underground B
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T-11 Underground BMPs • Traffic L
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T-11 Underground BMPs Design Proced
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T-11 Underground BMPs • Wisconsin
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T-11 Underground BMPs For these rea
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T-12 Outlet Structures Orifice Plat
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T-12 Outlet Structures 100 A t / A
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T-12 Outlet Structures Table OS-3a.
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T-12 Outlet Structures Outlet Geome
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T-12 Outlet Structures Figure OS-2.
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Chapter 5 Source Control BMPs Conte
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Source Control BMPs Chapter 5 Table
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Source Control BMPs Chapter 5 • P
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Source Control BMPs Chapter 5 • S
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Source Control BMPs Chapter 5 5.0 R
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S-1 Covering Outdoor Storage and Ha
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S-2 Spill Prevention, Containment a
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S-2 Spill Prevention, Containment a
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S-3 Disposal of Household Waste •
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S-3 Disposal of Household Waste •
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S-4 Illicit Discharge Controls •
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Good Housekeeping S-5 Description G
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Good Housekeeping S-5 purchase orde
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Vehicle Maintenance, Fueling and St
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Vehicle Maintenance, Fueling and St
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S-8 Use of Pesticides, Herbicides a
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S-8 Use of Pesticides, Herbicides a
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Landscape Maintenance S-9 Descripti
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Landscape Maintenance S-9 • When
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Landscape Maintenance S-9 • Maint
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S-10 Snow and Ice Management o o Di
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S-10 Snow and Ice Management • Do
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S-11 Street Sweeping and Cleaning a
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S-12 Storm Sewer System Cleaning Fr
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BMP Maintenance Chapter 6 party res
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BMP Maintenance Chapter 6 with comm
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BMP Maintenance Chapter 6 4.5 Irrig
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BMP Maintenance Chapter 6 root syst
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BMP Maintenance Chapter 6 9.4 Mosqu
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BMP Maintenance Chapter 6 11.2 Debr
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BMP Maintenance Chapter 6 • Filte
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Construction BMP Fact Sheets Map Sy
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Chapter 7 Construction BMPs 1.0 Int
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Chapter 7 Construction BMPs 2.2 Sed
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Chapter 7 Construction BMPs Table 7
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Chapter 7 Construction BMPs o o The
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Chapter 7 Construction BMPs • Fin
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Chapter 7 Construction BMPs such as
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Chapter 7 Construction BMPs Pre-Con
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Chapter 7 Construction BMPs 4.1 Ero
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Construction BMPs Chapter 7 4.4 Mat
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Construction BMPs Chapter 7 • Slo
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Construction BMPs Chapter 7 • Pro
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Construction BMPs Chapter 7 constru
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Construction BMPs Chapter 7 Service
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Construction BMPs Chapter 7 When se
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Construction BMPs Chapter 7 • Tre
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Construction BMP Plan Symbols MS-2
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Construction BMP Plan Symbols MS-4
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Surface Roughening (SR) EC-1 Descri
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Surface Roughening (SR) EC-1 Novemb
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Temporary and Permanent Seeding (TS
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Soil Binders (SB) EC-3 Description
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Soil Binders (SB) EC-3 Factors to c
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Soil Binders (SB) EC-3 Installation
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Mulching (MU) EC-4 Description Mulc
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Compost Blanket and Filter Berm (CB
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Compost Blanket and Filter Berm (CB
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Rolled Erosion Control Products (RE
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EC-7 Temporary Slope Drains (TSD) M
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EC-7 Temporary Slope Drains (TSD) S
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EC-8 Temporary Outlet Protection (T
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Rough Cut Street Control (RCS) EC-9
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Rough Cut Street Control (RCS) EC-9
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EC-10 Earth Dikes and Drainage Swal
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EC-10 Earth Dikes and Drainage Swal
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Terracing (TER) EC-11 Description T
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Check Dams (CD) EC-12 Description C
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Check Dams (CD) EC-12 November 2010
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Check Dams (CD) EC-12 November 2010
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Streambank Stabilization (SS) EC-13
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Wind Erosion/Dust Control (DC) EC-1
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MM-1 Concrete Washout Area (CWA) se
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MM-1 Concrete Washout Area (CWA) CW
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MM-2 Stockpile Management (SM) When
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MM-2 Stockpile Management (SM) SP-4
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MM-2 Stockpile Management (SM) SP-6
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MM-3 Good Housekeeping Practices (G
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SC-1 Silt Fence (SF) Maintenance an
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SC-1 Silt Fence (SF) SF-4 Urban Dra
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SC-2 Sediment Control Log (SCL) Alt
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SC-2 Sediment Control Log (SCL) SCL
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Straw Bale Barrier (SBB) SC-3 Descr
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Straw Bale Barrier (SBB) SC-3 Novem
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SC-4 Brush Barrier (BB) Maintenance
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SC-5 Rock Sock (RS) RS-2 Urban Drai
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Inlet Protection (IP) SC-6 Descript
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Inlet Protection (IP) SC-6 • Remo
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Inlet Protection (IP) SC-6 August 2
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Inlet Protection (IP) SC-6 August 2
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Sediment Basin (SB) SC-7 Descriptio
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Sediment Basin (SB) SC-7 Illustrati
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Sediment Basin (SB) SC-7 August 201
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Sediment Basin (SB) SC-7 August 201
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SC-8 Sediment Trap (ST) ST-2 Urban
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Vegetated Buffers (VB) SC-9 Descrip
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SC-10 Chemical Treatment (CT) Maint
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SM-1 Construction Phasing/Sequencin
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SM-1 Construction Phasing/Sequencin
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SM-2 Protection of Existing Vegetat
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Construction Fence (CF) SM-3 Descri
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Construction Fence (CF) SM-3 Novemb
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SM-4 Vehicle Tracking Control (VTC)
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Stabilized Staging Area (SSA) SM-6
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Stabilized Staging Area (SSA) SM-6
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Street Sweeping and Vacuuming (SS)
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SM-8 Temporary Diversion Methods (T
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Dewatering Operations (DW) SM-9 Des
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Dewatering Operations (DW) SM-9 Nov
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Dewatering Operations (DW) SM-9 Nov
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SM-10 Temporary Stream Crossing (TS
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SM-11 Temporary Batch Plant (TBP) A
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Glossary 1 Note: This glossary is n
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Effluent Limitation Guidelines (ELG
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Low Impact Development (LID): LID i
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Revised Universal Soil Loss Equatio
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Bibliography Altitude Training Asso
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Bibliography U.S. Environmental Pro
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Bibliography Metcalf and Eddy, Inc.
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Bibliography Water Environment Fede
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