APPENDIX D SIZING STORM WATER DRAINAGE SYSTEMS TABLE D-1 MAXIMUM RATES OF RAINFALL FOR VARIOUS CITIES*

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1 SIZING STORM WATER DRAINAGE SYSTEMS D 1.0 Roof Drainage. D 1.1 General. The rainfall rates in Table D-1 shall be permitted to be used for design unless higher values are established locally. D 2.0 Sizing by Flow Rate. D 2.1 General. Storm drainage systems shall be permitted to be sized by storm water flow rates, using the gallons per minute per square foot (L/s/m 2 ) of rainfall listed in Table D-1 for the local area. Multiplying the listed gallons per minute per square foot (L/s/m 2 ) (m 2 ) by the roof area being drained by each inlet (in square feet) (m 2 ) produces the gallons per minute (gpm) (L/s) of required flow for sizing each drain inlet. The flow rates shall be permitted to be added to determine the flows in each of the drainage systems. Required pipe sizes for various flow rates (gpm) (L/s) are listed in Table 11-1 and Table rates are listed in Table 11-1 and Table 11-2, along with the required pipe sizes. Using this method, it shall be permitted to interpolate between two listed rainfall rate columns (inches per hour) (mm/h). To determine the allowable roof area for a listed pipe size at a listed slope, divide the allowable square feet (m 2 ) of roof for a 1 inch per hour (in/h) (25.4 mm/h) rainfall rate by the listed rainfall rate for the local area. For example, the allowable roof area for a 6 inch (150 mm) drain at 1 8 inch per foot (10.4 mm/m) slope with a rainfall rate of 3.2 in/h (81 mm/h) is /3.2 = 6688 square feet (621.3 m 2 ). D 4.0 Capacity of Rectangular Scuppers. D 4.1 General. Table D-2 lists the discharge capacity of rectangular roof scuppers of various widths with various heads of water. The obtained from the structural engineer, based on the design of the roof. D 3.0 Sizing by Roof Area. D 3.1 General. Storm drainage systems shall be permitted to be sized using the roof area served by each of the drainage system. Maximum allowable roof areas with various rainfall MAXIMUM RATES OF RAINFALL FOR VARIOUS CITIES* ALABAMA Birmingham Huntsville Mobile Montgomery ALASKA Aleutian Islands Anchorage Bethel Fairbanks Juneau ARIZONA Flagstaff Phoenix Tucson ARKANSAS Eudora Ft. Smith Jonesboro Little Rock OREGON PLUMBING SPECIALTY CODE 147

2 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 HAWAII Rainfall rates in the Hawaiian Islands vary from to 8, depending on location and elevation. Consult local data. IDAHO Boise Idaho Falls Lewiston Twin Falls OREGON PLUMBING SPECIALTY CODE

3 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 MARYLAND Baltimore Frostburg Ocean City MASSACHUSETTS Adams Boston Springfield MICHIGAN Detroit Grand Rapids Kalamazoo OREGON PLUMBING SPECIALTY CODE 149

4 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 NEW HAMPSHIRE Berlin Manchester NEW JERSEY Atlantic City Paterson Trenton NEW MEXICO Albuquerque Carlsbad Gallup NEW YORK Binghamton Buffalo OREGON PLUMBING SPECIALTY CODE

5 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 PENNSYLVANIA Erie Harrisburg Philadelphia Pittsburgh Scranton RHODE ISLAND Newport Providence SOUTH CAROLINA Charleston Columbia Greenville SOUTH DAKOTA Lemmon Rapid City Sioux Falls OREGON PLUMBING SPECIALTY CODE 151

6 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 WASHINGTON Seattle Spokane Walla Walla WEST VIRGINIA Charleston Martinsburg Morgantown WISCONSIN Green Bay Lacrosse Milwaukee Wausau WYOMING Casper Cheyenne Evanston Rock Springs For SI units: 1 inch per hour = 25.4 mm/h, 1 gallon per minute per square foot = L/s/m 2 *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) OREGON PLUMBING SPECIALTY CODE

7 WATER HEAD (inches) TABLE D-2 DISCHARGE FROM RECTANGULAR SCUPPERS (gallons per minute) 1, 2, 3, 4 WIDTH OF SCUPPER (inches) For SI units: 1 inch = 25.4 mm, 1 gallon per minute = 0.06 L/s 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 shall be not less than two times the design head. 4 Coordinate the allowable head of water with the structural design of the roof OREGON PLUMBING SPECIALTY CODE 153

8 OREGON PLUMBING SPECIALTY CODE

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