LARIMER COUNTY STORMWATER DESIGN STANDARDS (ADDENDUM TO THE URBAN STORM DRAINAGE CRITERIA MANUALS- VOLUMES 1, 2 AND 3)

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1 LARIMER COUNTY STORMWATER DESIGN STANDARDS (ADDENDUM TO THE URBAN STORM DRAINAGE CRITERIA MANUALS- VOLUMES 1, 2 AND 3) Larimer County Engineering Department 200 West Oak Street, Suite 3000 P.O. Box 1190 Fort Collins, CO ADOPTED: JUNE 20, 2005

2 LARIMER COUNTY STORMWATER DESIGN STANDARDS Larimer County standards for Design of facilities for stormwater shall be those found in the Denver Urban Drainage and Flood Control District Stormwater Design Manual, Volumes I, II, and III, as amended herein. Reference to chapters fund below are references to chapters in the Denver Urban Drainage and Flood Control District Stormwater Design Manual. References to Tables & Figures found below are references to figures contained in this addendum. Larimer County Engineering Department 200 West Oak Street, Suite 3000 P.O. Box 1190 Fort Collins, CO ADOPTED: JUNE 20, 2005 Chair, Larimer County Commissioners

3 TITLE TABLE OF CONTENTS PAGE PREFACE...1 DRAINAGE REPORT SUBMITTAL REQUIREMENTS...3 VOLUME Drainage Policy...8 Drainage Law...12 Planning...13 Rainfall...14 Runoff...41 Streets/Inlets/Storm Sewers...42 Major Drainage...45 VOLUME Hydraulic Structures...47 Culverts...48 Storage...50 Floodproofing...52 Revegetation...53 VOLUME Stormwater Quality Management...54 NPDES Permit Regulations...54 New Development Planning...56 Structural BMP s...57 Typical Structural BMP Details...58 Maintenance Recommendations...59 Industrial and Commercial Best Management Practices...60 Nonstructural Best Management Practices...61 Construction Best Management Practices...62 Larimer County Stormwater Design Standards i

4 PREFACE Previously, design of facilities to accommodate stormwater for new development in Larimer County was based on the Larimer County Stormwater Management Manual, dated Since that time, there have been advances in the technological science of stormwater management as well as changes in practices used to address stormwater and stormwater quality. The need for adequate engineering standards to accommodate stormwater runoff has become more apparent with the intense growth of the County population and urban areas in recent years. The revised design standards will provide consistent and accurate engineering design of facilities for stormwater management in all developments within the County. For these reasons, the County is proposing to adopt stormwater design standards based on the Denver Urban Drainage and Flood Control District s (UDFCD) Urban Storm Drainage Criteria Manual, dated 2001, with appropriate revisions to address local conditions. The use of common design standards for design of stormwater facilities along the Front Range will provide consistency for the engineering design community. The Larimer County Stormwater Design Standards are based on the Denver Urban Storm Drainage Criteria Manuals-Volumes 1, 2 and 3. The County is preparing to adopt an Addendum to the Urban Storm Drainage Criteria Manual, dated February 14, 2005 to address the specific needs of the County. Each section of the Addendum corresponds to a respective section of the Denver Urban Storm Drainage Criteria Manual. Except where otherwise noted, the term Denver Region or District in the Urban Storm Drainage Criteria Manual can be considered to mean Larimer County in the Addendum. The Urban Storm Drainage Criteria Manual along with the associated Addendum will be adopted as a Technical Supplement to the Larimer County Land Use Code, and referred to as Larimer County Stormwater Design Standards. One significant change from the Stormwater Management Manual previously used is that the rainfall frequency intensity relationships are based on those used by the respective major city in each river watershed. The Cache La Poudre River Watershed uses a slightly higher intensity of rainfall. The 100-year rainfall total is 3.67 inches in 2 hours, based on the rainfall frequencies adopted by the City of Fort Collins. Correspondingly, the Big Thompson and Little Thompson river watersheds use the relationship adopted by the City of Loveland, for which the 100-year rainfall is 3.02 inches in a two hour period. This change is necessary, since the design standards must be consistent with the respective drainage basin master plans. Stormwater master plans prepared by the City of Fort Collins are also used in the County, as is the City of Loveland Drainage Master Plan. Another significant change from the Stormwater Management Manual previously used is the adoption of Volume 3, a more comprehensive guide to Best Management Practices. Volume 3 also provides a detailed approach to handling stormwater quality issues as required by Phase II of National Pollutant Discharge Elimination System (NPDES). The Larimer County Stormwater Design Standards utilizes up to date technology and procedures. Due to the dynamic nature of urban storm drainage, amendments and revision are expected as experience is gained in the use of The Urban Drainage Criteria Manual and Addendum. Amendments and revisions will be posted with the Larimer County Engineering Department link of the Larimer County Web Page, and on the UDFCD web site at Questions concerning the material in the Manual or suggestions for improvements should be directed to: Larimer County Stormwater Design Standards 1

5 Larimer County Engineering Department Stormwater Engineer 200 West Oak Street, Suite 3000 P.O. Box 1190 Fort Collins, CO (970) Larimer County Stormwater Design Standards 2

6 DRAINAGE REPORT SUBMITTAL REQUIREMENTS This section outlines the report requirements and procedures for submittal of drainage plans and reports. The requirements for submittal shall include a preliminary drainage report, a final drainage report and construction plans for drainage improvements. All plans and drawings not in the reports shall be on 24" x 36" paper. All storm drainage plans shall be checked for conformance to the design criteria set forth in this Manual. Written approval of drainage plans must be obtained before any construction begins. Procedures and deadlines for submittal of drainage plans shall be as outlined in the appropriate sections of the Larimer County Land Use Code. Preliminary Drainage Report This report shall be submitted to the Larimer County Planning Department as required by the Larimer County Land Use Code. The purpose of the preliminary drainage report is to present a conceptual plan for handling drainage prior to actual sizing of facilities. This report shall be approved by the Larimer County Engineer prior to submittal of the final drainage report. The preliminary drainage report shall include but not be limited to the following items: 1. The report shall include an analysis of overall drainage considerations which will include a map of the major watershed in which the development is located. This map should be of sufficient detail to identify the various paths of flows of drainage waters from the development and identify any major constriction such as other development along the path of drainage. This analysis shall proceed downstream to a major creek or river; i.e., Cache la Poudre River, Little Thompson River, etc. In addition, this analysis must identify areas off site of the development from which drainage water shall enter the development. 2. The report should identify all nearby irrigation ditches, reservoirs, emergency spillways, or other irrigation facilities which will affect or be affected by drainage in the area. Also, a statement must be made as to the effect of the development on hazard ratings of any reservoirs in the area (refer to Policy ). 3. The report must show peak flows for drainages entering and leaving the development for the minor and major storms. Assumptions for upstream development must take into account planned development upstream and be based on information and discussions with adjacent property owners and the Larimer County Planning Department. These assumptions should be clearly stated and justifications for the assumptions must be presented. Flows shall be computed for the existing and fully developed conditions of the site. Data and procedures utilized in determining peak flows shall be included for verification of the results. 4. Provisions for site drainage shall be displayed on a 24" x 36" format. These drawings shall contain the preliminary design for the minor and major drainage systems within the development. Drainage plans shall be submitted in two separate phases showing the effects of the minor storm runoff and the major storm runoff and each shall include the following information: a. Topographic contours (2-ft. contour interval proposed and existing) on USGS Datum. b. Location and elevations of USGS Bench Marks. All elevations shall be on USGS Datum. Larimer County Stormwater Design Standards 3

7 c. Property lines. d. Streets, names, and grades. e. Existing drainage facilities and structures, including existing irrigation ditches, roadside ditches, drainageways, gutter flow directions, culverts, etc. All pertinent information, such as size, shape, slope, location, etc., that will facilitate review and approval of drainage plans. f. Overall drainage area boundary and drainage sub-area boundaries. g. Proposed type of curb and gutter (vertical or combination) and gutter flow directions, including cross pans. h. Proposed piping and open drainageways, including proposed inlets, manholes, culverts, and other appurtenances. i. Proposed outfall point(s) for runoff from the study area. J. Routing and accumulative flows at various critical points for the minor storm runoff. k. Routing and accumulative flows at various critical points for the major storm runoff. l. Minimum lowest floor elevations for protection from major storm runoff. 5. Documentation and data utilized in the preliminary sizing of the drainage facilities are required to be submitted in the report. 6. Soil classification reports, depth and seasonal fluctuations of the underground water table throughout the development, and details of any proposed subsurface drainage systems or proposed alterations to existing subsurface drainage systems shall be provided. 7. Details of the relationship of proposed drainage facilities to existing or planned drainage facilities in surrounding properties or developments shall be included in the report. A statement shall be included indicating the relationship of the proposed drainage facilities to the master drainage plan for the affected basin, if such a plan exists. In cases where the point of outfall or peak flow from the property is other than historic, binding agreements from affected property owners permitting such discharge shall be submitted. 8. In cases where all or any part of a development falls within a designated flood hazard area, the flood hazard area shall be shown on the plan, along, with computed floodwater surface elevations. 9. The preliminary drainage report and plans must be certified that they were prepared under the direct supervision of a registered professional engineer in the State of Colorado using the following certification: Larimer County Stormwater Design Standards 4

8 I hereby certify that this report (plan) for the preliminary drainage design of was prepared by me (or under my direct supervision) for the owners thereof and meet or exceed the criteria in the Larimer County Stormwater Design Standards. Registered Professional Engineer State of Colorado No. (Seal) Final Drainage Report This final drainage report shall be submitted for approval along with the final plat and the construction drawings. The report shall be submitted in five copies, When approved, the report will be signed by the County Engineer and shall constitute conceptual approval of the drainage plan. The report shall include the information submitted in the preliminary report, with any additions, modifications, or corrections required, In addition, the final drainage report shall include the following: 1. Street capacity calculations at critical street sections for minor storm runoff and major storm runoff. 2. A profile showing hydraulic grade lines, ground surface grade, and pipe grade for all storm sewers for the minor and major storms. 3. Backwater profiles for open channels for the minor and major storm runoff with input data and procedures used for the calculations. 4. Culvert design calculations with all input data and procedures used. 5. Historic inflow, developed inflow and outflow design hydrographs for detention facilities. 6. Stage-volume curves, outlet rating curves, spillway rating curves, and the method used to determine the rating curves for storm water storage facilities. 7. An erosion control plan. This plan should indicate methods to be used during and after construction to control erosion and sediment in the development. (As a supplement to the report, 24" x 36" drawings may be necessary to illustrate the methods and structures to be used.) 8. A statement which describes the safety hazards that may be associated with the various drainage structures and the provisions that have been included in the design to minimize safety hazards. 9. Certification similar to item 9 for the preliminary report. Larimer County Stormwater Design Standards 5

9 Construction Plans and Details All storm drainage plans shall be checked for conformance with the minimum design criteria set forth in this Manual prior to approval. Prior to submittal of the final construction drawings, one complete set of prints shall be submitted for review and comment and will be returned if changes are required or recommended. Two complete sets of revised prints shall then be submitted for final approval along with the original review print. Construction plans and details shall show the following information: Street names and easements with width dimensions Existing or planned utilities and structures,- including water, gas, telephone, storm drain, irrigation ditches, sanitary sewers a. Plan b. Profile North arrow Property lines and ownership or subdivision information Vertical and horizontal grids with scales Ground surface existing (dotted) and proposed (solid) Existing utility lines where crossed Bench marks (USGS Datum) Elevations (USGS Datum) c. Proposed construction Pipes Plan and profile showing - size, type and structural class of pipe, including ASTM specification grades inlet and outlet details manhole details (station number and invert elevations) bedding and backfilling details Open channels plan showing stationing profile, including water-surface profiles grades typical cross section lining details Special structures (manholes, culverts, headwalls, trash gates, etc.) plan elevation and water-surface profiles details of design and appurtenances Streets, curb and gutter Larimer County Stormwater Design Standards 6

10 The following details should be shown on each and every page of all drawings: a. Title block (lower right-hand corner) b. North arrow c. Scale 1" - 5' vertical, 1" - 50' horizontal, where possible (Plan and Profile) d. Date and revisions e. Name of professional engineer or firm f. Professional engineer's seal and signature g. Statement: All work shall be constructed in accordance with Larimer County Standard Specifications as provided by the County Engineer, except as noted. APPROVED: DATE: All new developments within Larimer County are required to submit for review and approval an overall site certification of the constructed drainage facilities. The overall site certification must specify the proposed and the as-built conditions of the site's drainage facilities. Any variation from the approved plans must be noted and proven to function properly within standards as in the Stormwater Design Criteria. Supporting calculations to justify any variation from the approved plans shall be provided including but not limited to: detention volumes, pipe capacities, and swale capacities. Individual lot or building certification may be required depending on the site design, prior to the release of a certificate of occupancy by the County Building Department. Certification of drainage facilities shall be submitted to the County Engineer at least two weeks prior to release of collateral or the release of a certificate of occupancy. Larimer County Stormwater Design Standards 7

11 VOLUME 1 Drainage Policy 1.4 Planning Change To Stormwater Runoff can be stored in detention and retention reservoirs. Stormwater Runoff can be stored in detention reservoirs. Under special circumstances in the Growth Management Areas, as defined in the Larimer County Land Use Code, storm water runoff can be stored in retention reservoirs with proper approval from the County Engineer in accordance with the Land Use Code. 1.5 Technical Issues Change To Change To (CUHP), or (CUHP), HEC-1, ModSWMM, UDSWM or. The various governmental agencies within the Denver Region have adopted and need to maintain their floodplain management programs The County has adopted and will maintain its floodplain management program 1.7 Implementation Delete Entire second paragraph, including Figure DP Drainage Is A Regional Phenomenon That Does Not Respect The Boundaries Between Government Jurisdiction Or Between Properties Add Larimer County has entered into Agreements with the City of Fort Collins and the City of Loveland to cooperate on Regional Drainage Planning for the designated Growth Management Areas. The policy of Larimer County shall be to pursue a jurisdictionally unified drainage effort to assure an integrated plan and to cooperate with other regional and local planning agencies on drainage matters. Larimer County will also encourage, and continue to be involved in development of watershed level policy for the various watersheds within the County. 2.2 A Storm Drainage System Is A Subsystem Of The Total Water Resource System Change To Stormwater system planning and design for any site must be compatible with comprehensive region plans Stormwater system planning and design for any site must be compatible with comprehensive regional and watershed level drainage plans 3.1 Data Collection Change To storm runoff and flood data should storm runoff, flood data and water quality should Larimer County Stormwater Design Standards 8

12 3.2 Floodplain Data Delete Change To the Districts Flood Hazard Area Delineation Studies the USGS, and floodplain studies by private consulting engineers. the USGS, floodplain studies by private consulting engineers and locally designated flood plains Data Inventory Change To The information collected should be stored in a central District depository The information collected should be stored in a Stormwater Utility file Infiltration Add When working within the City of Fort Collins Growth Management Area, the City s infiltration parameters should be utilized Master Plan Change To Such plans already cover most of the developed major drainage ways in the District. Such plans already cover most of the developed major drainage ways in the Growth Management Areas. 4.1 Total Urban System Change To Change To Change To compatible with comprehensive regional plans. compatible with comprehensive regional and watershed plans. most of the watersheds in the Denver Region. most of the watersheds in the Growth Management Areas. until full coverage is achieved. until full coverage of urbanized areas is achieved Master Plan Change To Change To Add Each municipality and County in the Denver Region is Each municipality in Larimer County is and joint City, County and District efforts are encouraged. and joint City and County efforts are encouraged Larimer County shall enforce and implement the adopted Master Drainage Plans in the Growth Management Areas of Fort Collins and Loveland. These Master Drainage Plans and the Growth Management Area boundaries may be amended from time to time in the future. Larimer County Stormwater Design Standards 9

13 4.3.4 Maintenance and Maintenance Access Delete The District assists with drainage facility maintenance, provided that the facilities are designed in accordance with the District s maintenance eligibility guidelines. The June 2001 version of these guidelines are available on the CD version of this manual, and updates to these guidelines should be obtained from the District s website at Designers are strongly encouraged to adhere to the design criteria listed in the maintenance guidelines. 4.5 Detention and Retention Storage Change To Stormwater Runoff can be stored in detention and retention reservoirs. Stormwater Runoff can be stored in detention reservoirs. Under special circumstances in the Growth Management Areas, storm water runoff can be stored in retention reservoirs with proper approval Upstream Storage Add Parking lots may be used to provide infrequent storage for runoff to the extent such storage is practical and provided that the depth of ponding does not preclude safe operation of vehicles Downstream Storage Change To The detention and retention of stormwater runoff The detention of stormwater runoff Under special circumstances in the Growth Management Areas, storm water runoff can be stored in retention reservoirs with proper approval Design Criteria Add Administrative appeals of the design criteria in the Larimer County Stormwater Design Standards may be granted by the Larimer County Engineer, in accordance with the Land Use Code, by acceptance of the Final Drainage Report in which the administrative appeal is well documented. 5.4 Streets Change To Delete Change To Delete as summarized in Table DP-1. as summarized in the Streets/Inlets/Storm Sewer chapter. Table DP-1 in its entirety as summarized in Table DP-2. as summarized in the Streets/Inlets/Storm Sewer chapter. Table DP-2 in its entirety Change presented in Table DP-3. To presented in the Streets/Inlets/Storm Sewer chapter. Delete Table DP-3 in its entirety Larimer County Stormwater Design Standards 10

14 6.3 National Flood Insurance Program Change To Change To Flood Insurance should be an integral part of a strategy to manage flood losses. Flood Insurance will be an integral part of a strategy to manage flood losses in Larimer County. The cities and counties. The cities. Larimer County Stormwater Design Standards 11

15 VOLUME 1 Drainage Law The Drainage Law Chapter is deleted in its entirety. No Drainage Law chapter will be provided. Larimer County Stormwater Design Standards 12

16 VOLUME 1 Planning The Planning Chapter is adopted in its entirety. Larimer County Stormwater Design Standards 13

17 VOLUME 1 Rainfall Delete Add Entire Chapter The following chapter on rainfall precipitation-frequency relationships in its entirety. Larimer County Stormwater Design Standards 14

18 PRECIPITATION-FREQUENCY RELATIONSHIPS Precipitation-frequency relationships are prerequisites for valid drainage planning and design. For purposes of drainage planning and design in Larimer County. The County was divided into three major hydrologic areas (Fig. RA-1), as follows: Area I. Area II. Area III. The area contained within the watershed boundaries of the master planned basins surrounding the City of Fort Collins. This area may be approximately described as the area extending from the east County line west to the foothills and from the watershed divide between the Cache la Poudre and Big Thompson rivers at approximately County Road 30 on the south north to the watershed boundaries of Dry Creek and Boxelder Creek basins. The area near Loveland from the east county line to the first hogback on the west and from the south county line to the watershed divide between the Big Thompson and Cache la Poudre Rivers on the north. The remainder of the county not in Area I or Area II. The precipitation-frequency data for each area are different in order to closely match the local precipitation regimes. Two sources of information are used in three geographic areas. The first source of information is the National Oceanic and Atmospheric Administration Precipitation Frequency Atlas of the Western United States, 2, Volume III-Colorado. These relationships are those used for hydrological determinations in Areas II and III. The second source of information is the City of Fort Collins rainfall criterion which was developed by a task force following major flooding in the Fort Collins area in The City of Fort Collins rainfall information is used for Area I. The data and procedures used in this section will be revised periodically to keep information current. The user is expected to use the most-up-date revision of these Standards. 1.1 NOAA Atlas Procedures developed by the National Oceanic and Atmospheric Administration (NOAA) and published in Precipitation Frequency Atlas of the Western United States, 2, Volume III-Colorado (Miller et al., 1973) have been adapted for use in Larimer County. (Hereinafter this publication will be referred to as NOAA Atlas.) These procedures and data were further verified with 34 years of hourly precipitation data for Fort Collins, and precipitation-frequency curves were developed for the plains area of Larimer County. Due to the extreme climatological variations in the mountainous regions of the County, methods were adapted from the NOAA Atlas to determine precipitation-frequency relationships for these mountainous areas. The most up-to-date procedures for determining precipitation-frequency relationships, then, are those contained on the NOAA Atlas. This Atlas presents charts of precipitation of 6- and 24- hour durations for return periods between 2 and 100 years, and supersedes U.S. Weather Bureau Technical Paper No. 40 developed in The main emphasis of the Atlas is to more accurately depict the variation in the precipitation-frequency regimes for mountainous regions. Also, it takes into account regional relationships between stations, and presents a better regional pattern of precipitation than an analysis of just the stations in Larimer County would produce. Larimer County Stormwater Design Standards 15

19 The NOAA Atlas utilizes two types of precipitation data, with the main emphasis on data from stations with hourly records. To verify regional relationships, the Atlas analyzes records from daily precipitation gages. For short-duration storms (less than 24 hours), the Atlas uses hourly data to develop precipitation-frequency relationships, and verifies the relationships with data from daily stations. For 24-hour duration storms, all data were analyzed. Since hourly values are needed to analyze short-duration storms, other methods of determining precipitation-frequency relationships were employed. Table RA-1 shows the stations in Larimer County. To maintain as common a data base as possible, the NOAA Atlas uses 15 years of data for all stations to develop the 2-year precipitation data. Due to the low probability of obtaining a 100- year event within 15 years, data for the 100-year storm events were developed by including full lengths of records for stations. 1.2 City of Fort Collins In a five year period following major flooding in the Fort Collins area in 1997, the City of Fort Collins performed a study to reevaluate the amount of rainfall associated with the 100-year frequency storm as well as with other frequencies (i.e., 2-year, 5-year, 10-year, 25-year and 50- year) and in so doing formed a Precipitation Study Task Force made up of technical experts, representatives from regulatory agencies and citizens. The outcome of the Task Force was a recommendation to increase the 100-year design rainfall criterion from 2.89 inches to 3.67 inches over a two-hour period. Similar adjustments were made to the rainfall depths for other storm frequencies. Table RA-1. Summary of Precipitation-Gaging Stations in Larimer County 1 Location Years of Station Latitude Longitude Elev. Type record Fort Collins Recording 97 Fort Collins 9NW Recording 4 Waterdale Nonrecording 83 Drake Recording 4 Estes Park Nonrecording 67 Red Feather Lakes Nonrecording 15 Rustic 12WSW Recording 4 For the eastern slope area of Colorado, the Atlas analyzed data from 75 precipitation recording stations. To further verify the NOAA Atlas data for Larimer County, a brief analysis was made of the 34 years of data for the Fort Collins station. Table RA-2 shows the relationships between the 1 U.S. Dept. of Commerce, 1977a, 1977b. Larimer County Stormwater Design Standards 16

20 6-hour storms as developed from the NOAA Atlas and those developed from only the Fort Collins station data. This analysis would indicate that the NOAA Atlas data does accurately predict the precipitation-frequency relationships for the Fort Collins area. A similar analysis of 86 years of Denver data (Urbonas, 1978) produced approximately the same results as the NOAA Atlas data. Table RA-2. Comparison of Historical Data for Fort Collins Stations with the NOAA Atlas Fort Collins station data 34-year Analysis Return frequency hour precipitation NOAA Atlas 6 hour precipitation (inches) (inches) 2-year year year year year Precipitation-Frequency relationships for Larimer County were derived by using two methods to develop the data. Using data from the NOAA Atlas, the variations of precipitation-frequency relationships along the plains area of Larimer County were analyzed. Then, due to the extreme changes in precipitation patterns within the mountainous regions of the County, the procedures of the NOAA Atlas and the data for Larimer County were analyzed to develop site-specific precipitation-frequency data for the mountainous regions Precipitation frequency data for Areas I and II The rainfall design standards for Area I are based on the City of Fort Collins hydrologic investigation and rainfall design criteria adopted by the City on March 16, Precipitation data for Area II have been computed from the NOAA Atlas. These standards should be used with the procedures presented in Section 4 of this Manual to determine the design hydrology of the watersheds in Areas I and II. The computed data are as follows: Area I Area II Intensity Frequency Duration Curve (for use with Rational Method) Figure RA-2 Figure RA-3 Design storms: 2 hours 5 min Table RA-3 Table RA-4 3 hours 10 min Table RA-5 Precipitation data: 6 hours, and 24 hours Table RA-6 Larimer County Stormwater Design Standards 17

21 Figure RA-2. Rainfall Intensity Duration Frequency Curve for Area I Larimer County Stormwater Design Standards 18

22 Table RA-3: City of Fort Collins Design Storm Incremental Precipitation for Area I 100 Year 50 Year 25 Year 10 Year 5 Year 2 Year Time (min) Intensity (in/hr) Increments (in) Intensity (in/hr) Increments (in) Intensity (in/hr) Increments (in) Intensity (in/hr) Increments (in) Intensity (in/hr) Increments (in) Intensity (in/hr) Increments (in) Larimer County Stormwater Design Standards 19

23 Figure RA-3: Rainfall Intensity - Duration Curve for Area II Loveland Area Larimer County Stormwater Design Standards 20

24 Table RA-4: Area II - Loveland 2-hour Design Storms Total Precipitation (inches) 2 hour - 5 minute Storms Time 2 year 5 year 10 year 25 year 50 year 100 year Larimer County Stormwater Design Standards 21

25 Table RA-5: Area II - Loveland 3-hour Design Storms Total Precipitation (inches) 3 hour - 10 minute Storms Time 2 year 5 year 10 year 25 year 50 year 100 year Larimer County Stormwater Design Standards 22

26 Table RA-6: Area II - Loveland 6 hour & 24 hour Precipitation Data Return 6-hour 24-hour frequency (inches) (inches) 2-year year year year year year Larimer County Stormwater Design Standards 23

27 1.4 Precipitation frequency data for Area III The precipitation data for Area III can be developed utilizing the procedures presented in the NOAA Atlas. These procedures are outlined as follows: Step 1. Step 2. Step 3. Determine the location (range, township, and section) and average elevation of the watershed being considered. Determine the 6-hour and 24-hour precipitation for the 2-, 5-, 10, 25, 50, and 100-year storms from Figures RA-4 through Ra-15. Calculate the 2-year and 100-year and 1-hour precipitation from the following equations: Y₂ = [(X₁)(X₁/X₂)] Y₁₀₀ = [(X₃)(X₃/X₄)] 0.008Z (Equation RA-1) (Equation RA-2) Where: Y₂ = 2-year 1 hour estimated precipitation Y₁₀₀ = 100-year 1-hour estimated precipitation X₁ = 2-year 6-hour value (from Figure RA-4) X₂ = 2-year 24-hour value (from Figure RA-10) X₃ = 100-year 6-hour value (from Figure RA-9) X₄ = 100-year 24-hour value (from RA-15) Z = point elevation in hundreds of feet. Step 4. Calculate the 1-hour precipitation for return periods between 2-year and 100-year from the following equations: Y₅ = 0.175Y₂ Y₁₀₀ (Equation RA-3) Y₁₀ = 0.588Y₂ Y₁₀₀ (Equation RA-4) Y₂₅ = 0.379Y₂ Y₁₀₀ (Equation RA-5) Y₅₀ = 0.185Y₂ Y₁₀₀ (Equation RA-6) Where: Y₂ = 2-year 1-hour value determined from Equation RA-1 Y₅ = 5-year 1-hour value Y₁₀ = 10-year 1-hour value Y₂₅ = 25-year 1-hour value Y₅₀ = 50-year 1-hour value Y₁₀₀ = 100-year 1-hour value determined from Equation RA-2 Larimer County Stormwater Design Standards 24

28 Step 5. Calculate the 2-hour and 3-hour precipitation for all return frequencies from the following equations: 2-hour = (6 hour) (1 hour) (Equation RA-7) 3-hour = (6 hour) (1 hour) (Equation RA-8) Step 6. Utilize the following ratios for determining the precipitation for less than 1 hour. Duration (minutes): Ratio to 1 hour: Step 7. Utilize the data to plot intensity duration-frequency curves. To develop a design storm, refer to Section 4. Larimer County Stormwater Design Standards 25

29 Example of obtaining rainfall-frequency data in Area III. Step 1. An intensity-duration for the 10-year storm is needed for Red Feather Lakes, located in Section 28, Township 10 North, Range 73 East, at elevation 8,300 feet. Steps 2 and 3. From Figures RA-4 through RA-15 the following data are obtained: Duration: 6-hour 24-hour 2-year = year = year = Step 4. Utilizing equations RA-1, RA-2, and RA-4 to determine the 1-hour values: Y₂ = [(1.20)(1.20/1.80)] Y₂ = 0.79 inches Y₁₀₀ = [(2.80)(2.80/3.80)]-(.008)(83) Y₁₀₀ = 2.14 inches Y₁₀ = (0.79) (2.14) Y₁₀ = 1.35 inches Step 5. Calculate the 2-hour and 3-hour 10-year precipitation using equations RA-7 and RA-8: (2-hour) = (1.86) (1.35) = 1.52 inches or 0.76 inch/hour (3-hour) = (1.86) (1.35) = 1.65 inches or 0.55 inch/hour Step 6. Calculate the 5-, 10-, 15-, and 30-minute 10-year rainfalls using ratios in Step 6. (5-minutes) = 0.29(1.35) = 0.39 inches or 4.68 inches/hour (10-minutes) = or (15-minutes) = or (30-minutes) = or 0.45(1.35) = 0.61 inches 3.66 inches/hour 0.57(1.35) = 0.77 inches 3.08 inches/hour 0.79(1.35) = 1.07 inches 2.15 inches/hour Step 7. Utilizing the calculated data, the rainfall frequency-intensity curve is drawn as shown in Figure RA-16. Larimer County Stormwater Design Standards 26

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44 VOLUME 1 Runoff The Runoff Chapter is adopted in its entirety. Larimer County Stormwater Design Standards 41

45 VOLUME 1 Streets/Inlets/Storm Sewers 2.2 Design Considerations Change To Delete Change To Delete Add These standards were given in the POLICY chapter and are repeated in Table ST-2 for convenience. These standards are provided in Table ST-2A. Table ST-2 These standards were given in the POLICY chapter and are repeated in Table ST-3 and Table ST-4 for convenience. These standards are provided in Table ST-2A. Table ST-3 and Table ST-4 Table ST-2A (see next page) Larimer County Stormwater Design Standards 42

46 TABLE ST-2A ALLOWABLE USE OF STREET AND CROSS STREET FLOW AS PART OF STORM WATER CONVEYANCE SYSTEM DURING MINOR AND MAJOR STORM RUNOFF Allowable In Street Flow Street Classification (1) Minor Storm Runoff (Maximum roadway encroachment) Major Storm Runoff (Allowable depth & inundation) Local Collector Arterial No curb overtopping; where no curbing exists, encroachment shall not extend beyond edge of right of way. Flow may spread to crown of street. No curb overtopping: (same as above). Flow spread must leave at least one lane free of water. No curb overtopping: (same as above). Flow spread must leave at least one lane free of water in each direction. Inundation: Residential dwellings, public, commercial and industrial buildings shall not be inundated at ground line, unless buildings are flood-proofed. Depth of water over crown or edge of pavement, whichever is higher, shall not exceed 6. (same as above). Inundation: (same as above) Depth of water at street crown shall not exceed 6 to allow operation of emergency vehicles. Depth of water over crown or edge of pavement, whichever is higher, shall not exceed 6. Allowable Cross Street Flow Local Collector and Arterial Where cross pans allowed, depth of flow shall not exceed 6. None Depth of water at crown shall not exceed 12. Depth of water at crown shall not exceed 6. (1) Refer to Larimer County Functional Road Classification Map for definitions of street classification. Larimer County Stormwater Design Standards 43

47 2.3.1 Curb and Gutter Change To Change To Change To allowable spread defined in Table ST-2. allowable spread defined in the POLICY Chapter. allowable depth defined in Table ST-2. allowable depth defined in the POLICY Chapter. road inundation criteria in Table ST-3. road inundation criteria defined in the POLICY Chapter Gutters With Uniform Cross Slopes (i.e. Where Gutter Cross Slope = Street Cross Slope) Change To Change To Change To Change To based on Table ST-2. based on the POLICY Chapter. There are two sets of reduction factors developed for Denver metropolitan areas (GUO 2000b). There are two sets of reduction factors developed for Denver metropolitan areas (GUO 2000b) and they shall also be utilized for Larimer County. Maximum side slope of each side = 5H/1V* Maximum side slope of each side = 4H/1V* The flow depth and spread limitations of Tables ST-2 and ST-4 The flow depth and spread limitations as defined in the POLICY Chapter Purpose and Objectives Change To Table ST-3 lists The POLICY Chapter lists Design Considerations Change To Table ST-2 lists The POLICY Chapter lists Larimer County Stormwater Design Standards 44

48 VOLUME 1 Major Drainage Permitting and Regulations Change To must comply with the National Flood Insurance Program (NFIP) regulations. must comply with the National Flood Insurance Program (NFIP) regulations, as adopted by Larimer County Maintenance Eligibility Delete This section in its entirety Maintenance Change To A maintenance access road with a minimum passage width of 12 feet shall be provided along the entire length of all major drainageways. The local government may require the road to be surfaced with 6 inches of Class 2 roadbase or a 5-inch-thick concrete slab. Larimer County and the design engineer shall work together to provide access to all major drainageways as determined appropriate at the time of preliminary and final design Trickle and Low-Flow Channels Change To The capacity of a trickle channel should be approximately 2.0% of the major (i.e. 100-year) design flow The capacity of a trickle channel should be approximately 0.5 to 1.0% of the major (i.e. 100-year) design flow Maintenance Change To A maintenance access road with a minimum passage width of 12 feet shall be provided along the entire length of all major drainageways. The local government may require the road to be surfaced with 6 inches of Class 2 roadbase or a 5-inch-thick concrete slab. Larimer County and the design engineer shall work together to provide access to all major drainageways as determined appropriate at the time of preliminary and final design Design Submittal Checklist Change Table MD-3 to reflect above changes regarding maintenance access roads and trickle and low-flow channels. Larimer County Stormwater Design Standards 45

49 4.2.3 Life Expectancy and Maintenance Change To A maintenance access road with a minimum passage width of 12 feet shall be provided along the entire length of all major drainageways. The local government may require the road to be surfaced with 6 inches of Class 2 roadbase or a 5-inch-thick concrete slab. Larimer County and the design engineer shall work together to provide access to all major drainageways as determined appropriate at the time of preliminary and final design Maintenance Change To A maintenance access road with a minimum passage width of 12 feet shall be provided along the entire length of all major drainageways. The local government may require the road to be surfaced with 6 inches of Class 2 roadbase or a 5-inch-thick concrete slab. Larimer County and the design engineer shall work together to provide access to all major drainageways as determined appropriate at the time of preliminary and final design Design Submittal Checklist Change Table MD-6 to reflect above changes regarding maintenance access roads Maintenance Change To A maintenance access road with a minimum passage width of 12 feet shall be provided along the entire length of all major drainageways. The local government may require the road to be surfaced with 6 inches of Class 2 roadbase or a 5-inch-thick concrete slab. Larimer County and the design engineer shall work together to provide access to all major drainageways as determined appropriate at the time of preliminary and final design Design Submittal Checklist Change Table MD-13 to reflect above changes regarding maintenance access roads. Larimer County Stormwater Design Standards 46

50 VOLUME 2 Hydraulic Structures 4.0 BRIDGES Add 6. CDOT Drainage Design Manual (July 1995), Chapter 10 - Bridges Larimer County Stormwater Design Standards 47

51 VOLUME 2 Culverts Headwater Delete To The headwater elevation for the design discharge should be consistent with the freeboard and overtopping criteria in the POLICY chapter of this Manual (Tables DP-1 through DP-3). The maximum culvert headwater to diameter ratios are: STORMWATER FREQUENCY HEADWATER TO DIAMETER 10-Year HW/D Year HW/D 1.5 The minimum culvert capacities are: DRAINAGE CLASSIFICATION Local Residential Collector & Commercial Collector Minor Arterial & Major Arterial MINIMUM CAPACITY (RECURRENCE INTERVAL) 10-Year 10-Year 100-Year Energy and Hydraulic Grade Line When the flow in a roadside ditch exceeds the capacity of the culvert and overtops the cross street, the flow over the crown shall not exceed the limits established within Table ST-2A in the Streets/Inlets/Storm Sewers chapter. The required size of the culvert shall be based upon adequate hydraulic design analysis. However, to minimize maintenance requirements, the minimum allowable culvert size for culverts under County roads shall be 18 for circular culverts or a minimum cross-sectional area of 1.77 square feet. For culverts in roadside ditches, the minimum size shall be 15 for circular culverts or a 1.23 square foot cross-sectional area. Add The hydraulic grade line and energy grade line shall be determined for each culvert system and included in the Final Drainage Report. Each culvert system shall be profiled on the Final Construction Drawings and shall include the design flow hydraulic grade line. Larimer County Stormwater Design Standards 48

52 3.5.3 Culvert Diameter Add Culverts smaller than 18 inches in diameter may only be used to convey roadside ditches under driveways where basin location, site grading, and roadside ditch depths make an 18 inch diameter culvert impractical. 4.1 Projecting Inlets Add In the absence of a headwall, both culvert entrance and outlet shall include a flared end section. Larimer County Stormwater Design Standards 49

53 VOLUME 2 Storage 2.0 APPLICATION OF DIFFERENT TYPES OF STORAGE Add 6. Parking lot detention ponds may be utilized when land area for a grassed lined detention pond is not available. To prevent damage to and flotation of automobiles, parking lot detention ponds shall not exceed 12 inches in depth at any point. Parking lot detention ponds shall be signed as such to inform the general public about the potential for flooding. A parking lot detention pond shall not encroach into a public street Multi-Level Control Delete the 5 or 3.3 Design Storms for Sizing Storage Volumes Change the 5-, 10-, 25-, and 100-year design storms are often considered and used. To Requirements for release of storm water from detention will be based on physical and legal conditions downstream. Normally, detained runoff may be released at a rate no greater than the 2 year historic rate of runoff from the site. Release of detained water will only be allowed where it is shown that physical and legal conditions downstream can accommodate the release. A higher rate of release may be allowed, provided that physical conditions downstream will accommodate the proposed rate of release Retention Facilities Change To the runoff equal to 1.5 times the 24-hour the runoff equal to 2 times the 24-hour 3.4 Reservoir Routing of Storm Hydrographs for Sizing of Storage Volumes Change To 2. Determine Hydrology: The hydrograph may be available in published district outfall system planning or a major drainage way master plan report. 2. Determine Hydrology: The hydrograph may be available in the Master Drainage Plans published by Larimer County, the City of Fort Collins, and the City of Loveland. 4.3 Geometry of Storage Facilities Delete or fortification of the embankment to prevent catastrophic failure when overtopped. Larimer County Stormwater Design Standards 50

54 5.0 CRITERIA FOR DISTRICT MAINTENANCE ELIGIBILITY Delete Add Entire section Larimer County does not have a program to assist in the on-going maintenance of major drainage facilities including detention facilities. All detention ponds shall be considered privately owned and privately maintained. Larimer County Stormwater Design Standards 51

55 VOLUME 2 Floodproofing The Floodproofing Chapter is adopted in its entirety. Larimer County Stormwater Design Standards 52

56 VOLUME 2 Revegetation The Revegetation Chapter is adopted in its entirety. Larimer County Stormwater Design Standards 53

57 VOLUME 3 Stormwater Quality Management NPDES Permit Regulations Change to Phase II Stormwater Regulations. When the amendment to CWA was passed in 1987, the intent under the stormwater program was to require MS4s that were under 100,000 in population to apply for an NPDES permit no later than October This date was later changed to October 1, On December 8, 1999, EPA published the Final Rule for the Phase II program. The State of Colorado adopted the regulation under the Colorado Discharge Permit System June 30, The regulations center on three major items. These are: 1. Reduction in the size of construction sites required to obtain an NPDES stormwater permit from 5 acres to one acre. 2. An expansion of the exemption from permitting for industrial facilities which have all sources covered. 3. Expansion of the MS4 permits to communities with populations under 100,000. The regulations extend the municipal stormwater program to small municipalities that are: Small municipal separate storm sewers (MS4s) Small-scale construction activities (affecting areas greater than 1 acre and less than 5 acres) Municipal industrial facilities Urbanized areas (UA s) >50,000 population automatically regulated UA s between 10,000 and 50,000 population must be evaluated Under 10,000 population, less than 1,000 population per square mile can be evaluated Outside a UA if contributes substantially to stormwater pollutant loading of a regulated MS4 must be evaluated The regulation covers these Phase II communities under a general permit rather than individual permits. The proposed programs that will be required in the general permit include: a. Public Education and Outreach on Stormwater Impacts This requires the distribution of educational materials to the public or other equivalent outreach efforts. b. Public Involvement/Participation This element involves public notification and inclusion of the public in the development and implementation of the municipalities stormwater management program. c. Illicit Discharge Detection and Elimination This involves some identification of pollutant sources, and the control and detection of illicit discharges. Larimer County Stormwater Design Standards 54