Natural Diversity Data Base (NDDB). 1995. Database records search <strong>of</strong> RareFind for <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong> USGS 7.5-minute quadrangles. California Department <strong>of</strong> Fish and Game.Sacramento, California.Natural Resources Conservation Service (NRCS), (December, 1996), Streambank and ShorelineProtection, Engineering Field Handbook, Chapter 16, Washington D.C.Newbury, R., M. Gaboury, and C. Watson, (1999) Field <strong>Manual</strong> <strong>of</strong> Urban Stream RestorationConservation Technology Information Center, W. Lafayette, Indiana.Nolte and Associates, 1977. Flood Control and <strong>Drainage</strong> Master Plan for <strong>the</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>Creek Watershed, Zone 9 / <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County Flood Control and Water ConservationDistrict, Appendix D - Geologic Reports, prepared by Central Coast Laboratories.Nolte, George & Associates, 1977. Flood Control and <strong>Drainage</strong> Master Plan for <strong>the</strong> <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong> Creek Watershed, prepared for <strong>the</strong> SLO County Water Conservation District.Questa Engineering Corporation, April 4, 1997, Stream Corridor Management Plan for <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong> Creek Phase I Study Area, Consultants report prepared for <strong>the</strong> <strong>City</strong> <strong>of</strong> <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong>.Questa Engineering Corporation, June 2002, <strong>Drainage</strong> <strong>Design</strong> <strong>Manual</strong> for <strong>the</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>Creek Watershed; prepared for <strong>the</strong> <strong>City</strong> <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> and <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> FloodControl and Water Conservation District, Zone 9.Reed, P.B., Jr. 1988. National List <strong>of</strong> Plant Species that Occur in Wetlands: California (Region0). (Biological Report 88[26.10].) U.S. Fish and Wildlife Service. Washington, DC.Riley, A. (1998). Restoring streams in Cities; A Guide for Planners, Policymakers, and Citizens.Island Press, Covello, CA 423 pages.Rosgen, D., Applied River Morphology, (1996), Wildland Hydrology, Pagosa Springs, Colorado.Sawyer, John O., and Todd Keeler-Wolf. 1995. A <strong>Manual</strong> <strong>of</strong> California Vegetation. CaliforniaNative Plant Society. Sacramento, California.Schiechtl, H.M. and Stern, R.,” Water Bio Engineering Techniques for Watercourse, Bank, andShoreline Protection”, Blackwell Science, Cambridge, Massachuset, 1996, p.186.Schiechtl, H. M. and R. Stern, 1994. Water Bioengineering Techniques for Watercourse, Bankand Shoreline Protection.Schueler, T.R. 1994 “The Importance <strong>of</strong> Imperviousness.” Watershed Protection Techniques.1(3):100-111.Skinner, Mark W., and Bruce M. Pavlik. 1994. Inventory <strong>of</strong> Rare and Endangered VascularPlants <strong>of</strong> California. Fifth edition. (Special Publication No. 1.) California Native PlantSociety. Sacramento, California.
U.S. Army Corps <strong>of</strong> Engineers, April, 1997. Bioengineering for Streambank Erosion Control,90p., Waterways Exp. Station, Vicksburg, MS.U.S. Army Corps <strong>of</strong> Engineers, “Hydraulic <strong>Design</strong> <strong>of</strong> Flood Control channels, 1993, EM110-2-1601.U.S. Army Corps <strong>of</strong> Engineers, 1984. Streambank Protection Guidelines for Landowners andLocal Governments. Waterways Exp. Station, Vicksburg, Mississippi.U.S. Army Corps <strong>of</strong> Engineers (Corps). 1974. Flood Plain Information for SLO Creek andTributaries, Vicinity <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>, <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, California. Los AngelesDistrict. Los Angeles, California.United States Department <strong>of</strong> Agriculture (U.S.D.A.) NRCS. 1996. Streambank and ShorelineProtection. National Engineering Field Handbook. Ch. 16.U.S.D.A. Natural Resources Conservation Service (NRCS). 1992. Soil Bioengineering forUpland Slope Protection and Erosion Reduction. National Engineering Field Handbook.Chapter 18.U.S.D.A. NRCS (1998) Engineering Handbook, Chapter 16, “Streambanks and ShorelineProtection”U.S.D.A., 1984. Soil Survey <strong>of</strong> <strong>the</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, Coastal PartU.S. Department <strong>of</strong> Transportation. (2001), Stream Stability at Highway Structures, HEC-20,Federal Highway Administration Number NH-01-002, Washington.U.S. Department <strong>of</strong> Transportation. (2000), <strong>Design</strong> <strong>of</strong> Roadside Channels with Flexible Linings,HEC-15, Federal Highway Administration Number IF-00-022, Washington.Available online at http://www.fhwa.dot.gov/bridge/hydpub.htmU.S. Department <strong>of</strong> Transportation. (1985), Streambank Stabilization Measures for HighwayEngineers, National Technical Information Service PB-187986, Springfield, Virginia.U.S. Department <strong>of</strong> Transportation, (1995), Streambank Stabilization Measures for HighwayEngineers, National Technical Information Service PB-187986, Springfield, Virginia.U.S. Fish & Wildlife Service, Endangered Species Program. Habitat Conservation Plans and <strong>the</strong>Incidental Take Permitting Process. http://endangered.fws.gov/hcp/. February 2001U.S. Government Interagency Task Force 1998, Stream Corridor Restoration - Principles,Process, Practices. This manual was produced by a consortium <strong>of</strong> Federal Agencies andincludes background information on important hydrologic, geomorphic and biologicalprinciples. Available in hard copy or CD. http//:www.ntis.gov/product/stream-corridor.htmU.S. Soil Conservation Service, 1977, “<strong>Design</strong> <strong>of</strong> Open Channels, T.R. No. 25.
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San Luis Obispo CreekWaterway Manag
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SECTION 4.0 HYDROLOGIC & HYDRAULIC
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SECTION 8.0 DESIGN OF DRAINAGE PUMP
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11.12 Erosion Control Seeding......
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DRAINAGE DESIGN MANUALFOR THECITY O
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ôó1Ragged PointSan SimeonCambriaM
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SECTION 2.0PROJECTS REQUIRING HYDRO
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3. or, is an individual development
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• Geomorphic, Geotechnical and St
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SECTION 3.0CORE REQUIREMENTS AND RE
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elevations, and existing channel st
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1000 0 1000 Meters1 0 1 MilesCity L
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N300 0 300 MetersLEGEND100-Year Flo
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N300 0 300 MetersLEGEND100-Year Flo
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N300 0 300 MetersLEGEND100-Year Flo
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• All streets to be dedicated to
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• A minimum setback of 15 m (50 f
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3.6.4 Preference for Vegetative and
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compliance with the measures prescr
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4.1 Hydrologic Analysis4.1.1 Genera
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Table 4-1Runoff CoefficientsHydrolo
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Overland Flow TimeSLO Creek Phase I
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Channel or Pipe Flow occurs where f
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45745766071176260955855860971166050
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Table 4-3Rainfall - Intensity Data
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4.1.4 Example ProblemA sample basin
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Table 4-7Example Composite Runoff C
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Table 4-9Example Rational Method Ru
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developed. For minor waterways and
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SECTION 5.0OPEN CHANNEL ANALYSIS AN
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case, a Natural Channel may be modi
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5.2 Channel Design Flow Requirement
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maintenance to maintain the design
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The following guidelines should be
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Channel PlanformDrainage Design Man
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• Native vegetation shall be pres
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Manning’s Roughness Values are pr
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6.1 GeneralSECTION 6.0ANALYSIS & DE
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6.3 Design ReferencesThe designer i
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stream stabilization needs totaling
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causes and modes of failure act tog
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(permissive velocity) and/or bounda
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Re-run the model after coding in th
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Step 2 - Develop and Screen Alterna
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Cost. The design must be cost effec
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Step 3 - Develop Concept Plan and D
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Legally it is up to the applicant t
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e necessary, as well as other work
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(0.6-0.9 m)(0.6-0.9 m)(152-203 mm)L
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(1.2 m)(1.2 m)(12 mm to 51 mm)(1.5
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(0.9 m)(0.6 m x 0.6 m x 914 mm)(457
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(0.6 - 0.9 m)Vegetated GeogridDrain
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Planted Rip RapDrainage Design Manu
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A-JacksDrainage Design ManualCity &
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(1.5 m)(13 to 25 mm)(0.6 to 0.9 m)R
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(13 - 25 mm)(0.6 to 0.9 m)Planted G
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(2.4 m)(2.4 m)Flow DeflectorsDraina
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performance. This technique require
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Boulder ClustersDrainage Design Man
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of a bend, and filled around and on
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horizontal line are SI (metric) nam
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GRADING OF ROCK SLOPE PROTECTION PE
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A layer of Backing No. 1 or No. 2 i
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SECTION 7.0DESIGN OF CONDUITS, CULV
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7.2.3 Storm Drain Location and Alig
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In paved areas, pipe cover shall be
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• Drop inlets shall be spaced suc
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Marine Fisheries Service NMFS South
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For all intermediate channels, eith
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7.4.8 Easements for Closed Conduits
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SECTION 9.0STORMWATER MANAGEMENT FA
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Detention for the 10-year design st
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9.2.1 Provisions For SedimentationT
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9.5 Basin DesignDetention and reten
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mm (24 in). A corrugated metal pipe
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have side panels or other devices t
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SECTION 10.0EROSION CONTROL AND STO
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10.3.1 Gravel Construction Entrance
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Notes:1. PLACE BALES PERPENDICULAR
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• Filter fences (also known as si
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SEED MIX ONE(Application rate = 40
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• Description of soils, geology,
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• The facilities shown on this pl
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The following control measures are
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BMP 3 Dewatering OperationsI. Defin
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BMP 5 Illicit Connection/Illegal Di
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D. All vehicles/equipment that regu
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I. Properly dispose of or recycle u
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BMP 12 Solid Waste ManagementI. Def
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