Brown and Caldwell, Jeff Herr, P.E., D.WRE, Lisa Jeffrey, P.E., C.F.M

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Developed Historical Annual Rainfall Probability Distribution for Atlanta 1.73 inch event = 95 th % Total average annual rainfall = 49.6 inches.
Performed Subsurface Testing <strong>and</strong> Evaluated Site Soil Types
Page 1 and 2: LID Retrofit Planning, Design and C
Page 3 and 4: Minimal runoff from pervious areas
Page 5 and 6: Select the Most Cost Effective BMPs
Page 7 and 8: Directly Connected Impervious Area
Page 9 and 10: City of Portland Green Streets Case
Page 11 and 12: Portland Green Streets Planter with
Page 13 and 14: LID Retrofit Key Issues Sizing - S
Page 15 and 16: Gwinnett County DWR Case Study ~31
Page 17: Completed Project Site Drainage Sub
Page 21 and 22: Goal to Include at Least One of Eac
Page 23 and 24: Developed Three Alternative Overall
Page 25 and 26: Preliminary Plan LID Practices Util
Page 27 and 28: Moving Forward Estimated Construct
Page 29 and 30: Pre-Construction Site Area Curb inl
Page 31 and 32: Engineered Soils and Gravel Backfil
Page 33 and 34: Surface Treatment - Cobble, mulch,
Page 35 and 36: Completed Project Frequent watering
Page 37 and 38: LID Planning at Federal Facilities
Page 39 and 40: Regional Stormwater Improvement Pla
Page 41 and 42: Regional Stormwater Improvement Pla
Page 43 and 44: Regional Stormwater Planning : Chea
Page 45 and 46: Chesapeake Environmental Benefit BM
Page 47 and 48: Proposed Bioswale Improvement
Page 49 and 50: Rooftop Drainage BMPs Source: CWP I
Page 51 and 52: Infiltration Practices: Permeable P
Page 53 and 54: :Regional Stormwater Planning : Che
Page 55 and 56: Erosion within drainage system
Page 57: Summary NAVFAC Stormwater/LID Plann

Brown and Caldwell, Jeff Herr, P.E., D.WRE, Lisa Jeffrey, P.E., C.F.M

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