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KING COUNTY, WASF' VGTON, SURFACE WATE 7ESIGN MANUqL <br /> TABLE JS.2a SCS�VESTERN WASHINGTON RUNOFF CURVE NUMDERS <br /> . '� <br /> ,. <br /> SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (PuWished by SCS in 1982) <br /> RunoM curve numbers lor selected agdcultural, suburban and urban land use br Type 1 A <br /> ralniall dist�ibulion, 24•hour storm duration. <br /> CURVE NUMBERS BY <br /> HYDROLOGIC SOIL GROUP <br /> LAND USE DESCRIPTION A B C D <br /> Cultivated larx!(t): winter condRion 86 91 94 95 <br /> Mountain open areas: low growing brush and gresslands 74 82 69 92 <br /> Meadow or pasture: 65 7g g, gg <br /> Wood or taes[IarW: undisturbed or older second growth 42 64 76 et <br /> Woad a�aen la^d: young second growth or brush 55 72 8� 86 <br /> ���b� with cover aop 8� � 92 94 <br /> Open apacea,lawns, partcs, gdf courses, cemetedes, <br /> Iandscaping. . <br /> good condftlon: grass cover on 75% <br /> or more of the area 68 80 8(t gp <br /> (air condklon: grass cover on 50% <br /> to 75%of the area 77 85 90 92 <br /> � Gravel roads and parking lots 76 &5 89 91 <br /> Dirt roads and pa�Icing lots • 72 82 87 89 , ��•� <br /> � Impervious suAaces, pavement, roofs, etc. 98 98 98 98 � <br /> _, Open water bodles: lakes, weqar�ds, ponds, etc. 100 100 100 700 <br /> , Single Famtly Residential (2) <br /> _, Dwellfng UnR/Gross Acre % Impervfous (3) <br /> 1.0 DU/GA 15 Separate curve number <br /> 1.5 DU/GA 20 shall be selected <br /> 2.0 DU/CaA 25 to pervious aM <br /> 2.5 DU/GA 30 Impervious portion <br /> 3.0 OU/GA 34 of the sfte or basin <br /> 3.5 OU/GA . 38 <br /> 4.0 DU/GA 42 <br /> 4.5 DU/GA 46 <br /> 5.0 DU/GA 48 <br /> 5.5 DU/GA 50 <br /> 6.0 DU/GA 52 <br /> 6.5 OU/GA 54 <br /> ' 7.0 DU/GA 56 <br /> Planned unh developments, % impervioua <br /> condominiums, apartments, must be computed <br /> "' commerclal business and <br /> Industriai areas. <br /> (t) For a more detaiied description of agricultural land use curve numbers refer to NaHonal Engineering <br /> ��+ Handbook, Section 4, Hydrdogy, Chapter 9, August 1972. <br /> (2) Assumes roof erxf driveway runoH is directed into street/storm system. <br /> (3) The remalning pervlous areas Qawn) are considered to be in good condition for these curve numbers. <br /> ,� <br /> � 3.5.2-3 t1/92 <br />