Faber, Phyllis M., Ed Keller, Anne <strong>San</strong>ds, and Barbara M. Massey. 1989. The Ecology <strong>of</strong>Riparian Habitats <strong>of</strong> <strong>the</strong> Sou<strong>the</strong>rn California Coastal Region: A Community Pr<strong>of</strong>ile.(USFWS Biological Report 85(7.27).) National Wetlands Research Center. Washington, DC.Federal Emergency Management Agency, 1981. Flood Insurance Rate Maps for <strong>the</strong> <strong>City</strong> <strong>of</strong> <strong>San</strong><strong>Luis</strong> <strong>Obispo</strong>.Federal Emergency Management Agency, 1978. Flood Insurance Study, <strong>City</strong> <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>.Federal Emergency Management Agency, January 1995. Engineering Principles and Practicesfor Retr<strong>of</strong>itting Flood Prone Residential Buildings. FEMA 259.Federal Highway Administration, Federal Highway Administration <strong>Manual</strong> HEC 15, 20, 1988.Federal Interagency Stream Restoration Working Group, Oct. 1998, Stream CorridorRestoration; Principles, Processes, and Practices.Flossi, G., S. Downie, J. Hupelain, M. Bird, R. Cowy, and B. Collins. California SalmanoidStream Habitat Restoration <strong>Manual</strong>. California Department <strong>of</strong> Fish & Game, Inland FisheriesDivision. Sacramento, California (February, 1998).Flossi, G., S. Downie, J. Hupelain, M. Bird, R. Cowy, and B. Collins. (February, 1998),California Salmonid Stream Habitat Restoration <strong>Manual</strong>, California Department <strong>of</strong> Fish &Game, Inland Fisheries Division, Sacramento, CA. 227 pages.Fugro West, Inc. 1995. Biological Resource Assessment and Impact Analysis for <strong>the</strong> SLO CreekWater Reuse Project. (PN 94-48-8018.) Ventura, California. Prepared for <strong>City</strong> <strong>of</strong> <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong>, Utilities Department. <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>, California. October, 1995.Gray, D. H. and R. B. Sotir, 1996. Biotechnical and Soil Bioengineering Slope Stabilization. JohnWiley & Sons, Inc., New York.Gray, D. H. and A. T. Leiser, 1982. Biotechnical Slope Protection and Erosion Control. VanNostrand Reinhold, New York.Hall, C. A. and o<strong>the</strong>rs, 1979. Geologic Map <strong>of</strong> <strong>the</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>-<strong>San</strong> Simeon Region. <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong> County, California; U.S. Geological Survey Miscellaneous Field Studies Map I-1097.Hall, C. A. and S.W. Prior, 1975. Geologic Map <strong>of</strong> <strong>the</strong> Cayucos-<strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> Region. <strong>San</strong><strong>Luis</strong> <strong>Obispo</strong> County, California; U.S. Geological Survey Miscellaneous Field Studies MapMF-686.Hallock, Brent G., Leslie S. Bowker, Walter D. Bremer, and Dianne N. Long. 1994. NutrientObjectives and Best Management Practices for SLO Creek. Coastal Resources Institute,California Polytechnic State University, <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>. Prepared for California RegionalWater Quality Control Board Central Coast Region. <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>, California.Holland, Robert F. 1986. Preliminary Descriptions <strong>of</strong> <strong>the</strong> Terrestrial Natural Communities <strong>of</strong>California. California Department <strong>of</strong> Fish and Game. Sacramento, California.
Hoover, Robert F. 1970. The Vascular Plants <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, California. University<strong>of</strong> California Press, Berkeley, California.Hunt, R.L., (1993) Trout Stream Therapy, University <strong>of</strong> Wisconsin Press, Madison, Wisconsin.Hunter, C., (1991) Better Trout Habitat: A Guide to Stream Restoration and Management, IslandPress, Covelo, California.Johnson, A. W. and J. M. Stypula, 1993. Guidelines for Bank Stabilization Projects. King CountyDepartment <strong>of</strong> Public Works, Seattle, Washington.King Co. Department <strong>of</strong> Public Works, (June, 1993), Guidelines for Bank Stabilization Projectsin <strong>the</strong> Riverine Environments <strong>of</strong> King County, Seattle, WA.Knighton, David, 1984. Fluvial Forms and Processes, Hodder & Stoughton, New York.Kondolf, Matt and H. Pigar, (August, 2002), Methods in Fluvial Geomorphology; John Wileyand Sons.Land Conservancy <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, March 2002. <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> Creek WatershedEnhancement Plan.Land Conservancy <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, 2000. Final Plan for Restoration Actions within<strong>the</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> Creek Watershed-Unocal Oil Spill, Avila Beach, CA.Land Conservancy <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, 1988. SLO Creek Restoration Plan. <strong>San</strong> <strong>Luis</strong><strong>Obispo</strong>, California.Land Conservancy <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, 1996. <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> Creek WatershedHydrologic Survey. Prepared for <strong>the</strong> California Water Quality Control Board. Contract No. 4-106-253-0. 110 pages.Land Conservancy <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County, 1997. Draft Restoration Actions within <strong>the</strong> SLOCreek Watershed, California. <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>, California.Lane, E.W., 1953. <strong>Design</strong> <strong>of</strong> Stable Channel. Proceedings <strong>of</strong> <strong>the</strong> American Society <strong>of</strong> CivilEngineers 79, 280-1-280-31.Leopold, Luna, Wolman, Gordon, and Miller, John, 1964. Fluvial Processes in Geomorphology,Mayer, Kenneth E., William F. Laudenslayer, Jr. Editors. 1988. A Guide to Wildlife Habitats <strong>of</strong>California. Sacramento, California.McEwan, D. and T.A. Jackson. 1996. Steelhead management plan for California. CaliforniaDepartment <strong>of</strong> Fish and Game, February 1996. 234 pages.Morro Group. 2002 Biological review <strong>of</strong> Marre Dam, Avila Beach, <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong> County.Consultants report prepared for and contained in Land Conservancy <strong>of</strong> <strong>San</strong> <strong>Luis</strong> <strong>Obispo</strong>County, Memorandum on Marre Weir Fish Passage, 3/28/02.
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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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