- Page 1 and 2: Stormwater Manual Lexington-Fayette
- Page 3 and 4: 1.1 Introduction Chapter 1 gives th
- Page 5 and 6: 1.3 Definitions 1.3.1 Public Draina
- Page 7 and 8: • the Division of Engineering det
- Page 9 and 10: • Masterson Station Watershed hyd
- Page 11 and 12: • only one corporation or busines
- Page 13 and 14: 1.5 Water Quantity Criteria for New
- Page 15 and 16: TABLE 1- 1 OPTIONS FOR STORMWATER M
- Page 17 and 18: TABLE 1- 2 FLOW CRITERIA FOR STORMW
- Page 19 and 20: contained in Chapter 10. The water
- Page 21 and 22: 1.7.4 Water Quality Criteria for Re
- Page 23: • new development commercial site
- Page 28 and 29: TABLE OF CONTENTS 2.1 Land Disturba
- Page 30 and 31: 2.2 Kentucky Division of Water Floo
- Page 32 and 33: Step 3: Determine if the Structure
- Page 34 and 35: 2.4 Federal Emergency Management Ag
- Page 36 and 37: CHAPTER 3 WATERSHED STUDIES
- Page 38 and 39: 3.2 Data Collection 3.2.1 Data Sour
- Page 40 and 41: • Inventory the sinkholes and the
- Page 42 and 43: • Calculate the stage-discharge c
- Page 44 and 45: • right bank = Manning’s n from
- Page 46 and 47: • Flood Plain Delineations and St
- Page 48 and 49: APPENDIX 3- B - EXAMPLE FIELD INVEN
- Page 50 and 51: CHAPTER 4 DESIGN DOCUMENTATION
- Page 52 and 53: 4.2 Purpose The purpose of this cha
- Page 54 and 55: • pipe lengths, slopes, diameters
- Page 56 and 57: • flow arrows that indicate the d
- Page 58 and 59: CHAPTER 5 HYDROLOGY
- Page 60 and 61: 5.2 Approved Methods 5.2.1 Single E
- Page 62 and 63: 5.4 HEC-HMS Model 5.4.1 Input Param
- Page 64 and 65: TABLE 5- 3 CURVE NUMBERS Urban Area
- Page 66 and 67: 5.5.2 Subwatershed Width Calculatio
- Page 68 and 69: 5.6 Rational Method The following e
- Page 70 and 71: 1-HOUR RAINFALL DISTRIBUTIONS Cumul
- Page 72 and 73: 10-YEAR - 24-HOUR RAINFALL DISTRIBU
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HISTORIC RAINFALL DISTRIBUTIONS Cum
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6.1 Design Criteria 6.1.1 General T
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6.2 Inlet Design Procedures 6.2.1 C
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6.3 Storm Sewer Design Procedures U
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CHAPTER 7 CULVERTS AND BRIDGES
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7.2 Culvert Design Criteria 7.2.1 G
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7.3 Culvert Design Procedures 7.3.1
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7.4 Bridge Design Criteria 7.4.1 Ge
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7.6 Construction Specifications 7.6
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8.1 Introduction Constructed channe
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Q = (1.49/n)AR 2/3 S 1/2 Where: Q =
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TABLE 8- 3 SUMMARY OF CRITICAL TRAC
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CHAPTER 9 STREAMBANK STABILIZATION
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9.2 Vegetative Streambank Stabiliza
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anchored at the top of streambanks
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Herbaceous Species Rice cutgrass Ma
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status of individual planting sites
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TABLE 9- 2 NATIVE PLANT SPECIES SUI
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Coir logs shall be used in place of
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This process shall be repeated unti
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9.5 Structural Streambank Stabiliza
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CHAPTER 10 STORMWATER BEST MANAGEME
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10.2 General Design Criteria Stormw
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10.3 Bioretention Systems Bioretent
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Provide shredded hardwood mulch age
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Design Criteria Large void spaces i
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Design Criteria Biofiltration swale
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(h:v). Design the access way to con
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10.5 Sand and Organic Filters In ge
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k = coefficient of permeability for
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Design Procedures Design procedures
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For a compost filter bed, place a m
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10.7 Detention Ponds A detention po
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All conduits used for principal spi
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Pipe bedding shall meet the require
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10.8 Extended Detention Ponds In th
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A = surface area of filter = width
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Soil Classification System) and sta
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10.10 Constructed Wetlands Construc
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TABLE 10- 2 WETLAND SURFACE AREA Su
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TABLE OF CONTENTS 11.1 Purpose ....
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11.2 Requirements This section list
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In addition, the following shall ap
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11.2.3 Structural Practices for Soi
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Level Spreader Level spreaders shal
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11.3 Erosion and Sediment Control P
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The education and training requirem
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washed. Aggregate cover shall only
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The mulch shall be spread uniformly
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Mulch Tackifiers/Nettings/Emulsions
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No sod shall be placed when the tem
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11.4.6 Construction Entrance A stab
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Mulch with mulch binders may be use
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For calculated outlet velocities of
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Any high sediment-producing area ab
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The grade of the channel for the la
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Check for erosion at the outlet poi
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Coir and wood fiber logs shall be l
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This standard establishes minimum a
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Pipe Spillway Design Criteria The c
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Seedbed preparation, seeding, ferti
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Maintenance Silt fences and filter
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land undergoing development where t
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11.5.7 Temporary Stream Crossing A
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Pump stream flow around the check d
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11.6 Erosion Control Requirements f
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CHAPTER 12 MAINTENANCE MANUAL FOR S
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The manual also includes a checklis
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• Up and downstream channel condi
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• Obstructions of the inlet or ou
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Specific corrective maintenance act
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inlets, determine mowing or vegetat
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maintained and replanted early enou
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• Revegetate the contributing are
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12.9 Stormwater Filters 12.9.1 Desc
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Inspection Checklists
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Lexington-Fayette Urban County Gove
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Action to be taken: If any of the a
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4Biofiltration Facility Maintenance
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5Infiltration Paving Maintenance In
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If any of the answers to the above
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traps was changed from 1/2 of the d