Low Impact Development Manual for Michigan - OSEH - University ...

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Figure 7.52 Sandy soils with HSG Group A Source: New Jersey Stormwater Best Management Practices Manual; February 2004 Figure 7.53 Sandy Loam soils with HSG Group B Source: New Jersey Stormwater Best Management Practices Manual, February 2004 LID Manual for Michigan – Chapter 7 Page 294
Figure 7.54 Loam, Silt-Loam soils with HSG Group B Source: New Jersey Stormwater Best Management Practices Manual; February 2004 Figure 7.55 Sandy Clay Loam soils with HSG Group C Source: New Jersey Stormwater Best Management Practices Manual, February 2004 LID Manual for Michigan – Chapter 7 Page 295
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A Design Guide for Implementers and
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LID Manual for Michigan Page ii
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Shawn Keenan, City of Auburn Hills
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Appendix G: Stormwater Management P
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Figure 7.18 Filter with infiltratio
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Table 7.9 Definitions of Wetland Ve
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How this manual is organized This m
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discuss a new development. The staf
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In a natural woodland or meadow in
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Almost all components of the urban
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Benefits of implementing LID Implem
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Table 2.2 Summary of Cost Compariso
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Getting started with LID LID can be
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Precipitation also varies slightly
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Figure 3.4 Soil Freezing in Lower M
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Figure 3.6 Michigan Surficial Geolo
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Most soils in Michigan are classifi
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Table 3.3 Representative Cation Exc
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There is currently no single broadl
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Wellhead protection areas/ public w
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Table 3.4 Michigan Rivers and Strea
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References * Bailey, R.M and G.R. S
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LID Manual for Michigan - Chapter 3
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Following are sample goals and poli
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Develop regulations that encourage/
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Construction activity • Minimize
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Street sweeping in Bloomfield Towns
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Resistance from internal sources an
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Site constraints that may pose chal
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Entity Stormwater Jurisdiction Coun
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Step 1: Property acquisition and us
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can be incorporated into the develo
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Step 3: Integrate municipal, county
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BMP Selection Process This chapter
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Case Study: Title The second page o
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Case Study: Pokagon Band of Potawat
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Figure 6.2 Conventional development
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Designer/Reviewer Checklist for Clu
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Case Study: Minimizing soil compact
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4. Topsoil stockpiling and storage
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References Hanks, D. and Lewandowsk
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Case Study: Longmeadow Development
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Applications Minimizing the total d
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Criteria to Receive Credits for Min
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Case Study: Marywood Health Center
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Design Considerations 1. Identify n
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References Center for Watershed Pro
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Case Study: Macomb County Public Wo
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Zone 3: Also termed the “outer zo
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• Limit clearing and grading of f
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Case Study: Western Michigan Univer
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Protection of sensitive areas in re
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then weightings of potential develo
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Floodplains • Design the project
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References Arendt, Randall G. Growi
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Case Study: Willard Beach Implement
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Table 6.2 Narrow residential street
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Parking Parking lots often comprise
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Designer/Reviewer Checklist for Red
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Case Study: Saugatuck Center for th
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In addition to directing runoff to
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Designer/Reviewer Checklist for Dis
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Runoff Volume/ Infiltration Runoff
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Figure 7.1 Structural BMP Selection
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In general, the techniques describe
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Table 7.3 Additional BMP considerat
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Maintenance Provides guidance on re
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Case Study: Grayling Stormwater Pro
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Figure 7.5 illustrates a schematic
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Flow inlet: Curbs and curb cuts Cur
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Roads and highways Figure 7.13 show
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Design Considerations Bioretention
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7. Planting periods will vary but,
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Construction Guidelines The followi
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Designer/Reviewer Checklist for Rai
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Case Study: Stormwater Capture with
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Ford Rouge Plant cistern Vertical s
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Design Considerations Design and in
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the tank can accommodate.) (www.sta
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References “Black Vertical Storag
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Case Study: Constructed Linear Sand
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Surface non-vegetated filter A surf
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Large subsurface filter Large Subsu
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would modestly increase constructio
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During inspection the following con
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References Atlanta Regional Commiss
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Site Factors Type Basin Bottom Rela
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Variations For this manual, detenti
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Precast concrete vault Source: Amer
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surface into the pond to a maximum
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sink for pollutants and generally h
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The presettlement and post-developm
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wet pond and constructed wetland op
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ackfilling operation should driven
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Designer/Reviewer Checklist for Dry
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Designer/Reviewer Checklist for Con
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References AMEC Earth and Environme
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Key Design Features • Depth to wa
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Case Study: Saugatuck Center for th
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Infiltration basins, subsurface inf
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Figure 7.24 Cross-section of dry we
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• The soil mantle should be prese
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Additional design considerations fo
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• Though roofs are generally not
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Subsurface infiltration bed Source:
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Stormwater Functions and Calculatio
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• Protect the infiltration area f
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Additional Construction Guidelines
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Designer/Reviewer Checklist for Inf
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References AMEC Earth and Environme
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Case Study: Washtenaw County West S
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Design Considerations Level spreade
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3. Inspect the filter strip and the
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References Hathaway, Jon and Hunt,
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Case Study: Black River Heritage Tr
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Figure 7.31 Native meadow species c
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Applications • Residential - Nati
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5. Amend soil: In those sites where
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Water quality improvement Landscape
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References Arendt, R. Growing Green
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Case Study: Grand Valley State Univ
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Page 258 and 259: Reinforced turf/gravel Reinforced t
Page 260 and 261: 4. Pervious pavement and infiltrati
Page 262 and 263: 12. Proper pervious pavement applic
Page 264 and 265: Figure 7.40 Open-graded, clean, coa
Page 266 and 267: Repairs • Surface should never be
Page 268 and 269: References Adams, Michele. “Porou
Page 270 and 271: Case Study: Michigan Avenue Streets
Page 272 and 273: Native vegetation should be used in
Page 274 and 275: Design Considerations • Suggested
Page 276 and 277: oxes, etc. should be installed in a
Page 278 and 279: References Stormwater Management Gu
Page 280 and 281: Case Study: Nankin Mills Interpreti
Page 282 and 283: Figure 7.45 Schematic of a three-zo
Page 284 and 285: 3. Analyze site’s vegetative feat
Page 286 and 287: Black River Heritage Trail and Wate
Page 288 and 289: Table 7.14 Tree spacing per acre Sp
Page 290 and 291: 4. Stable debris As Zone 1 reaches
Page 292 and 293: References Alliance for the Chesape
Page 294 and 295: Case Study: Ann Arbor District Libr
Page 296 and 297: • Major compaction - Deep compact
Page 298 and 299: e. Add six inches compost or other
Page 300 and 301: References “Achieving the Post-Co
Page 302 and 303: Case Study: Wayne County, MI Ford R
Page 304 and 305: slope needs to be determined. This
Page 308 and 309: Figure 7.56 Clay Loam, Silty Clay o
Page 310 and 311: • Guidance information, usually i
Page 312 and 313: LID Manual for Michigan - Chapter 7
Page 314 and 315: Case Study: City of Battle Creek Ci
Page 316 and 317: Table 7.16 Vegetated roof types Ext
Page 318 and 319: Dual media assemblies Dual media (F
Page 320 and 321: Over a period of time roots can dam
Page 322 and 323: Technical requirements Root resista
Page 324 and 325: Stormwater Functions and Calculatio
Page 326 and 327: Designer/Reviewer Checklist for Veg
Page 328 and 329: Case Study: Meadowlake Farms Bioswa
Page 330 and 331: lower flows (two-year storm) to dra
Page 332 and 333: Stone check dams Source: Road Commi
Page 334 and 335: Table 7.18 Permanent stabilization
Page 336 and 337: Peak rate mitigation Vegetated swal
Page 338 and 339: Designer/Reviewer Checklist for Veg
Page 340 and 341: LID Manual for Michigan - Chapter 7
Page 342 and 343: Case Study: LaVista Storm Drain Pro
Page 344 and 345: Basket type inserts Basket type ins
Page 346 and 347: Maintenance is crucial to the effec
Page 348 and 349: Roadway design, construction, and m
Page 350 and 351: • Vegetated systems such as grass
Page 352 and 353: Of the options explored, the study
Page 354 and 355: Figure 8.3 Tree planting detail Sou
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Opportunities for MPOs Metropolitan
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Construction on the project began i
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The following are examples of imple
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Horizontal grates can be added to a
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East Hills Center City of Grand Rap
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Implementing LID in High Risk Areas
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References AASHTO Center for Enviro
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LID Design Criteria Defining the hy
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Flood control Flood control is base
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Table 9.1 90 Percent Nonexceedance
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Initial abstraction (I a ) includes
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The Curve Number Method is less acc
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I = the average rainfall intensity
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Table 9.4 Rainfall Events of 24-Hou
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• Proceed to Flow Chart B, Peak R
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FLOW CHART A Stormwater Calculation
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Excessively drained soils may requi
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Worksheet 2. Sensitive Natural Reso
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WORKSHEET 4. Calculations for Volum
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WORKSHEET 6. SMALL SITE / SMALL IMP
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WORKSHEET 8. WATER QUALITY WORKSHEE
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Reese, S. and J. Lee. “Summary of
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ing Department. Most maintenance co
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The Hydrotech Garden Roof Assembly
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Bioswales provide infiltration of s
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The Ingham County Drain Commissione
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Constructed wetland The lowest port
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LID Manual for Michigan - Appendix
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Check dam Cistern Clustering Combin
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H:V Horizontal to vertical ratio. H
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Planter box Pervious pavement Phase
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Total phosphorous (TP) The total am
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Ecoregion recommendations are also
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Zone A Planting Zone = two-to-four
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Zone C Planting Zone = zero-to-two
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Representative Zone C Species Cardi
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Botanical Name Common Name Height C
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Zone E Planting Zone = four-to-18 i
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Representative Zone E Species Tall
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Botanical Name Common Name Height C
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Zone G Planter Box Plantings Althou
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Zone H Vegetated Roof Plantings Res
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Pervious Berms (Vegetated Filter St
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Vegetated roofs Some key components
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Step 1. Background evaluation Prior
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Methodology for double-ring infiltr
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Step 4. Use design considerations p
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Detention BMP Inspection Checklist*
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Infiltration BMPs Inspection Checkl
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Bioretention Inspection Checklist*
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Bioswale, Filter Strip Inspection C
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6. The [Community] or its designee
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STATE OF MICHIGAN ) ) ss. COUNTY OF
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Exhibit B - Location Map (Sample) S
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• Stormwater runoff, soil erosion
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Retention. A holding system for sto
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ARTICLE IV. STORMWATER PLAN REQUIRE
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The particular facilities and measu
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10. Rainfall Frequency Atlas of the
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Table H.2 Pre-Treatment Options for
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f. Complete development agreements
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must be submitted to the Michigan D
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C. Construction Plans shall be revi
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fine for each day. The rights and r
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Southeast Michigan Council of Gover
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