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T-3 Bioretention Design Procedure Form: Rain Garden (RG) Designer: Company: Date: Project: Location: J. Tann BMP, Inc. November 24, 2010 Shops at 56th NW corner of 56th Ave. and 27th St. Sheet 1 of 2 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, I a I a = 95.0 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = I a /100) i = 0.950 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.36 watershed inches (WQCV= 0.8 * (0.91* i 3 - 1.19 * i 2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area) Area = 32,000 sq ft E) Water Quality Capture Volume (WQCV) Design Volume V WQCV = 954 cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d 6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, V WQCV OTHER = cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume V WQCV USER = cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum) D WQCV = 12 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = 0.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area A Min = 636 sq ft D) Actual Flat Surface Area A Actual = 955 sq ft E) Area at Design Depth (Top Surface Area) A Top = 955 sq ft F) Rain Garden Total Volume V T = 955 cu ft (V T = ((A Top + A Actual ) / 2) * Depth) 3. Growing Media Choose One 18" Rain Garden Growing Media Other (Explain): 4. Underdrain System A) Are underdrains provided? B) Underdrain system orifice diameter for 12 hour drain time Choose One YES NO i) Distance From Lowest Elevation of the Storage y = 2.7 ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol 12 = 954 cu ft iii) Orifice Diameter, 3/8" Minimum D O = 0.67 in B-24 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3
Bioretention T-3 Design Procedure Form: Rain Garden (RG) Designer: Company: Date: Project: Location: J. Tann BMP, Inc. November 24, 2010 Shops at 56th NW corner of 56th Ave. and 27th St. Sheet 2 of 2 5. Impermeable Geomembrane Liner and Geotextile Separator Fabric A) Is an impermeable liner provided due to proximity of structures or groundwater contamination? Choose One YES NO 6. Inlet / Outlet Control A) Inlet Control Choose One Sheet Flow- No Energy Dissipation Required Concentrated Flow- Energy Dissipation Provided 7. Vegetation Choose One Seed (Plan for frequent weed control) Plantings Sand Grown or Other High Infiltration Sod 8. Irrigation A) Will the rain garden be irrigated? Notes: Choose One YES NO NO SPRINKLER HEADS ON THE FLAT SURFACE References Erickson, Andy. 2009. Field Applications of Enhanced Sand Filtration. University of Minnesota Stormwater Management Practice Assessment Project Update. http://wrc.umn.edu. Guo, James C.Y., PhD, Anu Ramaswami, PhD, and Shauna M. Kocman, PhD Candidate. 2010. Sustainable Design of Urban Porous Landscape Detention Basin. University of Colorado Denver Mazzerolle, Marc J. 2002. Detrimental Effects of Peat Mining on Amphibian Abundance and Species Richness in Bogs. Elsevier Science Limited. November 2010 Urban Drainage and Flood Control District B-25 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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Page 98 and 99: Calculating the WQCV and Volume Red
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Page 109 and 110: Grass Buffer T-1 4. Buffer Slope: T
Page 111 and 112: Grass Buffer T-1 Turf grasses such
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Page 115: Grass Buffer T-1 References Barrett
Page 118 and 119: T-2 Grass Swale • Provide access
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Page 122 and 123: T-2 Grass Swale Figure GS-1. Grass
Page 124 and 125: T-2 Grass Swale References Chow, Ve
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Page 130 and 131: T-3 Bioretention Table B-1. Class 1
Page 133 and 134: Bioretention T-3 Pipe Diameter Tabl
Page 135 and 136: Bioretention T-3 6. Inlet/Outlet Co
Page 137 and 138: Bioretention T-3 Table B-6. Native
Page 139 and 140: Bioretention T-3 Figure B-1 - Typic
Page 141 and 142: Bioretention T-3 November 2010 Urba
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Page 145 and 146: Bioretention T-3 Construction Examp
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Page 154: T-4 Green Roof Figure GR-1. Typical
Page 157 and 158: Green Roof T-4 6. Planting Method:
Page 159 and 160: Green Roof T-4 Additional Design Gu
Page 161 and 162: Green Roof T-4 Colorado Examples Th
Page 163 and 164: Extended Detention Basin (EDB) T-5
Page 166: T-5 Extended Detention Basin (EDB)
Page 170 and 171: T-5 Extended Detention Basin (EDB)
Page 180: T-6 Sand Filter adjacent structures
Page 184 and 185: T-6 Sand Filter 5. Impermeable Geom
Page 186 and 187: T-6 Sand Filter Figure SF-1. Sand F
Page 188 and 189: T-6 Sand Filter Design Examples The
Page 191 and 192: Retention Pond T-7 Description A re
Page 195 and 196: Retention Pond T-7 H = depth of sur
Page 197 and 198: Retention Pond T-7 Aesthetic Design
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Retention Pond T-7 Design Example F
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Retention Pond T-7 Design Procedure
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Retention Pond T-7 References Bedie
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T-8 Constructed Wetland Pond be des
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T-8 Constructed Wetland Pond Figure
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T-8 Constructed Wetland Pond Design
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T-8 Constructed Wetland Pond Refere
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T-9 Constructed Wetland Channel A c
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T-9 Constructed Wetland Channel Fig
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Permeable Pavement Systems T-10 Des
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Permeable Pavement Systems T-10 •
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Permeable Pavement Systems T-10 inf
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Permeable Pavement Systems T-10 3.
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Permeable Pavement Systems T-10 Fig
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Permeable Pavement Systems T-10 Tab
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Permeable Pavement Systems T-10 con
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Permeable Pavement Systems T-10 No-
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Permeable Pavement Systems T-10 Des
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Permeable Interlocking Concrete Pav
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Concrete Grid Pavement T-10.2 Note:
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Pervious Concrete T-10.3 This BMP F
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T-10.4 Porous Gravel Designing for
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T-10.5 Reinforced Grass Designing f
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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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