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Runoff curve numbers for urban areasl <br />Curve numbers for <br />Cover description hydrologic soil group— <br />Average percent <br />Cover type and hydrologic condition impervious area' <br />Fully developed urban areas (vegetation established( <br />Open space pawns, parks, golf courses, cemeteries, <br />etc.)3: <br />Poor condition (grass cover < 50%) ............... <br />Fair condition (grass cover 500% to 75%).......... . <br />Good condition (grass cover > 75%) .............. <br />Impervious areas: <br />Paved parking lots, roofs, driveways, etc. <br />(excluding right-of-way) .......................... <br />Streets and roads: <br />Paved; curbs and storm sewers (excluding <br />right-of-way) .................................. <br />Paved; open ditches (including right-of-way) ....... <br />Gravel (including right-of-way) ................... <br />Dirt (including right-of-way) ..................... <br />Western desert urban areas: <br />Natural desert landscaping (pervious areas only)+... <br />Artificial desert landscaping (impervious weed <br />barrier, desert shrub with 1- to 2 -inch sand <br />or gravel mulch and basin borders) ............... <br />Urban districts: <br />Commercialand business .......................... <br />Industrial........................................ <br />Residential districts by average lot size: <br />1/8 acre orless (town houses) ...................... <br />1/4 acre ......................................... <br />1/3 acre ......................................... <br />1/2 acre ......................................... <br />1 acre ........................................... <br />2 acres .......................................... <br />Developing urban areas <br />Newly graded areas (pervious areas only, <br />novegetation)s................................... <br />Idle lands (CN's are determined using cover types <br />similar to those in table 2-20. <br />A B C D <br />68 79 86 89 <br />49 69 79 84 <br />39 61 4 80 <br />98 98 98 98 <br />77 86 91 94 <br />'Average runoff condition, and I. - 02S. <br />Me average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas <br />are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open <br />space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 23 or 2.4. <br />3CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. <br />4Camposite CN's for natural desert landscaping should be computed using figures 23 or 2.4 based on the impervious area percentage (CN <br />98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. <br />'Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 23 or 2.4. <br />based on the degree of development (impervious area percentage) and the CN's for the nemiy graded pervious areas. <br />(210 -VI -TR -55, Second Ed., June 1986) 2-5 <br />So,rce- t (AS PA ` SCS / lq& <br />�F�cVCe �j(y} <br />9 - `t� <br />98 <br />98 <br />98 <br />98 <br />83 <br />89 <br />92 <br />93 <br />76 <br />85 <br />89 <br />91 <br />72 <br />82 <br />87 <br />89 <br />63 <br />77 <br />85 <br />88 <br />96 <br />96 <br />96 <br />96 <br />85 <br />89 <br />92 <br />94 <br />95 <br />72 <br />81 <br />88 <br />91 <br />93 <br />65 <br />77 <br />85 <br />90 <br />92 <br />38 <br />61 <br />75 <br />83 <br />87 <br />30 <br />57 _ <br />72 <br />81 <br />86 <br />25 <br />54 <br />70 <br />80 <br />85 <br />20 <br />51 <br />68 <br />79 <br />84 <br />12 <br />46 <br />65 <br />77 <br />82 <br />77 86 91 94 <br />'Average runoff condition, and I. - 02S. <br />Me average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas <br />are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open <br />space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 23 or 2.4. <br />3CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. <br />4Camposite CN's for natural desert landscaping should be computed using figures 23 or 2.4 based on the impervious area percentage (CN <br />98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. <br />'Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 23 or 2.4. <br />based on the degree of development (impervious area percentage) and the CN's for the nemiy graded pervious areas. <br />(210 -VI -TR -55, Second Ed., June 1986) 2-5 <br />So,rce- t (AS PA ` SCS / lq& <br />�F�cVCe �j(y} <br />9 - `t� <br />