APPENDIX D SIZING STORM WATER DRAINAGE SYSTEMS. TABLE D-1 Maximum Rates of Rainfall for Various Cities

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1 APPENDIX D SIZING STORM WATER DRAINAGE SYSTEMS D 1 Roof Drainage. The rainfall rates in Table D-1 should be used for design unless higher values are established locally. D 2 Sizing by Flow Rate. Storm drainage systems can be sized by storm water flow rates, using the appropriate GPM/square foot of rainfall listed in Table D-1 for the local area. Multiplying the listed GPM/square foot by the roof area being drained by each inlet (in square feet) produces the gallons per minute (GPM) of required flow for sizing each drain inlet. The flow rates (GPM) can then be added to determine the flows in each section of the drainage system. Required pipe sizes for various flow rates (GPM) are listed in Table 11-1 and Table D 3 Sizing by Roof Area. Storm drainage systems can be sized using the roof area served by each section of the drainage system. Maximum allowable roof areas with various rainfall rates are listed in Table 11-1 and Table 11-2, along with the required pipe sizes. Using this method, it may be necessary to interpolate between two listed rainfall rate columns (inches per hour). To determine the allowable roof area for a listed pipe size at a listed slope, divide the allowable square feet of roof for a one (1) inch (25.4 mm/h) rainfall rate by the listed rainfall rate for the local area. For example, the allowable roof area for a six (6) inch (152 mm) drain at one-eighth (1/8) inch (3.2 mm) slope with a rainfall rate of 3.2 inches (81 mm/h) is 21,400/3.2 = 6688 square feet (621.3 m 2 ). D 4 TABLE D-1 Maximum Rates of Rainfall for Various Cities Capacity of Rectangular Scuppers. Table D-2 lists the discharge capacity of rectangular roof scuppers of various widths with various heads of water. The maximum allowable level of water on the roof should be obtained from the structural engineer, based on the design of the roof. The rainfall rates in this table are based on U.S. Weather Bureau Technical Paper No. 40, Chart 14: 100-Year 60-Minute Rainfall (inches). ALABAMA Birmingham Huntsville Mobile Montgomery ALASKA Aleutian Islands Anchorage Bethel Fairbanks Juneau ARIZONA Flagstaff Phoenix Tucson

2 Appendix D UNIFORM PLUMBING CODE ARKANSAS Eudora Ft. Smith Jonesboro Little Rock CALIFORNIA Eureka Lake Tahoe Los Angeles Lucerne Valley Needles Palmdale Redding San Diego San Francisco San Luis Obispo COLORADO Craig Denver Durango Stratton CONNECTICUT Hartford New Haven DELAWARE Dover Rehobeth Beach DISTRICT OF COLUMBIA Washington FLORIDA Daytona Beach Ft. Myers Jacksonville Melbourne Miami Palm Beach Tampa Tallahassee GEORGIA Atlanta Brunswick Macon Savannah Thomasville

3 SIZING STORM WATER DRAINAGE SYSTEMS Appendix D HAWAII Rainfall rates in the Hawaiian Islands vary from 1-1/2 inches/hour to 8 inches/hour depending on location and elevation. Consult local data. IDAHO Boise Idaho Falls Lewiston Twin Falls ILLINOIS Chicago Harrisburg Peoria Springfield INDIANA Evansville Indianapolis Richmond South Bend IOWA Council Bluffs Davenport Des Moines Sioux City KANSAS Goodland Salina Topeka Wichita KENTUCKY Bowling Green Lexington Louisville Paducah LOUISIANA Monroe New Orleans Shreveport MAINE Bangor Kittery Millinocket

4 Appendix D UNIFORM PLUMBING CODE MARYLAND Baltimore Frostburg Ocean City MASSACHUSETTS Adams Boston Springfield MICHIGAN Detroit Grand Rapids Kalamazoo Sheboygan Traverse City MINNESOTA Duluth Grand Forks Minneapolis Worthington MISSISSIPPI Biloxi Columbus Jackson MISSOURI Independence Jefferson City St. Louis Springfield MONTANA Billings Glendive Great Falls Missoula NEBRASKA Omaha North Platte Scotts Bluff NEVADA Las Vegas Reno Winnemucca

5 SIZING STORM WATER DRAINAGE SYSTEMS Appendix D NEW HAMPSHIRE Berlin Manchester NEW JERSEY Atlantic City Paterson Trenton NEW MEXICO Albuquerque Carlsbad Gallup NEW YORK Binghamton Buffalo New York City Schenectady Syracuse NORTH CAROLINA Asheville Charlotte Raleigh Wilmington NORTH DAKOTA Bismarck Fargo Minot OHIO Cincinnati Cleveland Columbus Toledo Youngstown OKLAHOMA Boise City Muskogee Oklahoma City OREGON Medford Ontario Portland

6 Appendix D UNIFORM PLUMBING CODE PENNSYLVANIA Erie Harrisburg Philadelphia Pittsburgh Scranton RHODE ISLAND Newport Providence SOUTH CAROLINA Charleston Columbia Greenville SOUTH DAKOTA Lemmon Rapid City Sioux Falls TENNESSEE Knoxville Memphis Nashville TEXAS Corpus Christi Dallas El Paso Houston Lubbock San Antonio UTAH Bluff Cedar City Salt Lake City VERMONT Bennington Burlington Rutland VIRGINIA Charlottesville Norfolk Richmond Roanoke

7 SIZING STORM WATER DRAINAGE SYSTEMS Appendix D WASHINGTON Seattle Spokane Walla Walla WEST VIRGINIA Charleston Martinsburg Morgantown WISCONSIN Green Bay La Cross Milwaukee Wausau WYOMING Casper Cheyenne Evaston Rock Springs

8 Appendix D UNIFORM PLUMBING CODE TABLE D-2 Discharge from Rectangular Scuppers Gallons per Minute Water Head, Width of Scupper in Inches Inches / / / / TABLE D-2 (Metric) Discharge from Rectangular Scuppers Liters per Second Water Head Width of Scupper in Millimeters (mm) Notes: 1. Table D-2 is based on discharge over a rectangular weir with end contractions. 2. Head is the depth of water above bottom of the scupper opening. 3. The height of the scupper opening should be at least two (2) times the design head. 4. Coordinate the allowable head of water with the structural design of the roof. 346

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