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2014-04-22_REPORT - M1990057
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2014-04-22_REPORT - M1990057
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Last modified
8/24/2016 5:43:17 PM
Creation date
4/23/2014 9:18:04 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1990057
IBM Index Class Name
REPORT
Doc Date
4/22/2014
Doc Name
Drainage report
From
Union Milling Company, LLC
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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Chapter 2 Estimating Runoff Technical Release 56 <br />Urban Hydrology for Small Watersheds <br />Table 2 -2a Runoff curve numbers for urban areas L <br />Curve numbers for <br />Cover description hydrologic soil group <br />Average percent <br />Cover type and hydrologic condition impervious area 2/ A <br />Fully developed urban areas (vegetation established) <br />Open space (lawns, parks, golf courses, cemeteries, etc.) W. <br />Poor condition (grass cover < W %) ........... ............................... <br />Fair condition (grass cover 60% 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) N ..................... <br />Artificial desert landscaping (impervious weed barrier, <br />desert shrub with 1- to 24nch sand or gravel mulch <br />andbasin borders) ....................................... ............................... <br />Urban districts: <br />Commercialand business .................................. ............................... <br />Industrial.............................................................. ............................... <br />Residential districts by average lot size: <br />1/8 acre or less (town houses) ........................... ............................... <br />1/4 acre ................................................................. ............................... <br />113 acre ................................................................. ............................... <br />112 acre ................................................................. ............................... <br />1 acre .................................................................... ............................... <br />2 acres ................................................................... ............................... <br />Developing urban areas <br />Newly graded areas <br />(pervious areas only, no vegetation) ly <br />Idle lands (CNs are determined using cover types <br />similar to those in table 2-20. <br />B <br />68 79 <br />49 69 <br />39 61 <br />98 <br />98 <br />83 <br />76 <br />72 <br />63 <br />C D <br />86 89 <br />79 84 <br />74 80 <br />98 98 98 <br />98 98 98 <br />89 92 93 <br />86 89 91 <br />82 87 89 <br />77 85 88 <br />96 <br />96 <br />96 <br />96 <br />85 89 <br />92 <br />94 <br />95 <br />72 81 <br />88 <br />91 <br />93 <br />66 77 <br />86 <br />90 <br />92 <br />38 61 <br />75 <br />83 <br />87 <br />30 57 <br />72 <br />81 <br />86 <br />25 54 <br />70 <br />80 <br />85 <br />20 51 <br />68 <br />79 <br />84 <br />12 46 <br />65 <br />77 <br />82 <br />77 86 91 94 <br />I Average runoff condition, and L - 0.2S. <br />8 The average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas are <br />directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in <br />good hydrologic condition. CN's for other combinations of conditions may be computed using figure 23 or 2-4. <br />8 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space <br />covertype. <br />4 Composite CN's for natural desert landscaping should be computed using figures 23 or 2-4 based on the impervious area percentage <br />(CN = 98) and the pervious area CN. The pervious area CNs are assumed equivalent to desert shrub in poor hydrologic condition. <br />8 Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 23 or 2-1 <br />based on the degree of development (impervious area percentage) and the CN's for the newly graded pervious areas. <br />(210- VI- TR-66, Second Ed., June 1986) 2-5 <br />
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