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1808 MERRILL CREEK PKY 2016-01-01 MF Import
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1808 MERRILL CREEK PKY 2016-01-01 MF Import
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Last modified
2/25/2017 9:17:22 PM
Creation date
2/25/2017 9:16:29 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
1808
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SCS�YESTERNWAS111NGTON RUNOFECURVENUMQERS <br /> SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS In 1982) <br /> RunoH curve numbers for selected agricultural, suburban and urban land use for Type tA <br /> rainfall distribution, 24•hour storm duretion. <br /> — CURVE NUMBERS BY <br /> � HYDROLOGIC SOIL GROUP <br /> lAND USE DESCRIPTION A B C D <br /> Cultivated land(t): winter conditlon �' 91 � 95 <br /> Mountafn open areas: low growing brush and grasslands 74 82 89 92 <br /> Meadow or pasture: 65 7B 85 89 <br /> Wood or torest land: 's u bed r o de s o 4�' � 76 81 <br /> 55 72 87 86 <br /> or orest a 94 <br /> rc . with cover crop <br /> Open spaces, lawns, parks, goll courses, cemeteries, <br /> landsca in . � <br /> go condition: grass cover on 75% <br /> or more of the area � � � � <br /> Ifair condition: grass cover on 50% <br /> l0 75% oi the area �� 85 90 9Z <br /> Gravel roads and parking lots � 76 BS 89 91 <br /> Dirt roads and parking lots 72 B2 87 89 <br /> m ervious su aces vement roo s etc. 98 <br /> . pen water bodies: lakes, wetlan s, pon s, elc. 100 100 100 t00 <br /> Single Family Residential (2) W <br /> Owelling Unit/Gross Acre �+ Impervious (3) . J <br /> 1.0 DU/GA 75 Separate curve number M <br /> 1.5 DU/GA 20 shall be selected W <br /> 2.0 DU/GA 25 for pervious and � <br /> 2.5 DU/GA 30 impervious portion ` <br /> 3.0 DU/GA 34 of the site or basin r <br /> 3.5 DU/GA 38 � <br /> 4.0 DU/GA 42 <br /> � 4.5 DU/GA 46 � . W <br /> 5.0 DU/GA 48 � M <br /> 5.5 DU/GA 50 {�� <br /> 6.0 DU/GA `'2 � <br /> 6.5 DU/GA �4 <br /> 7.0 DU/GA 56 = <br /> Planned uni[developments, °h impervious � Z <br /> condomtniums, apanments, must be compuled <br /> commercial business and W <br /> industrial areas. \ <br /> / <br /> (1) For a more detailed descripiion of agricultural land use curve numbers reter lo National Engineering � <br /> Handbook, Section 4, Hydrology, Chapter 9,August 1972. � <br /> (2) Assumes roof and driveway runotl is directed into street/storm system. <br /> (3) The remaining pervious areas Qawn) are considered to be in good condi�ion for these curve numbers. I ` <br /> V <br /> � � <br />
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