Laserfiche WebLink
KRAUS ANDERSON - MOUNDS VIEW <br />SCOTTLAND GREEN POND - ANALYSIS OF EXISTING CONDITIONS <br />EXISTING LAND USE <br />Following is a breakdown of present land use in the 266 acre <br />drainage area tributary to Scottland Green Pond. The area of the <br />pond is presently undeveloped, is partially marshy, with the remainder <br />being idle upland in grasses and trees. The following table breaks <br />down land use for the watershed. <br />Percent Total Area Area. <br />Land Use Impervious Area Imp . _ Perv. . <br />Open Space <br />10 <br />136.3 <br />13.6 <br />122.7 <br />Single Family Res. <br />27 <br />51.7 <br />14.0 <br />37.7 <br />Multiple Residential <br />55 <br />21.7 <br />11.9 <br />9.8 <br />Commercial <br />80 <br />12.1 <br />9.7 <br />2.4 <br />T.H. 10 ROW <br />40 <br />26.0 <br />10.4 <br />15.6 <br />City Hall Property <br />40 <br />18.2 <br />7.3 <br />10.9 <br />Totals 266.0 66.9 199.1 <br />Note that all areas are in acres. <br />It is assumed that approximately 5 acres of the 199.1 acres of <br />pervious area will be pond. -or open water area and as such will have <br />100 percent runoff potential. <br />On an overall drainage area basis, the existing conditions percent- <br />age impervious is 66.9/266.0 = 0.25 or 25 percent. <br />INFILTRATION IN TURFED AREAS <br />Soil types in the area are sands having high infiltration rates. <br />Such soils are common all over the City. A major control to infiltra- <br />tion is depth to water table. Where the pre -storm water table is shallow <br />infiltration will be limited by the capacity of the soil. On the Kraus <br />Anderson property (the major pervious area), the water table is normally <br />more than six feet in depth. <br />Infiltration is estimated in two ways: <br />a. SCS Curve Number: <br />From the SCS Hydrology manual, curves are given that relate <br />rainfall and runoff for various soil types. We assumed that the <br />pervious area soils would be Zimmerman Soils (Class A). From the <br />SCS tables for fair pasture land (should be reasonably equivelant <br />to lawns), we should use curve number 49. Use CN = 50. <br />For Cn = 50 and a 100 year-24 hour rainfall of 5.9 inches, <br />runoff should be approximately 1.1 inches. <br />