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JVA, Incorporated <br />1319 Spruce Street <br />Boulder, CO 80302 <br />Ph: 303.444.1951 <br />Fax: 303A44.1957 <br />Job Name: Louisville Mill Site <br />500,540 and 544 County Rd, Louisville CO <br />Job Number: 2221c <br />Date: 8/20/2014 <br />By: DNS <br />2. Hydrostatic Loading <br />This is the loading that water at rest exerts on any submerged object. <br />Ph = w * H <br />where: <br />Pd = Lateral pressure from freestandina water (Ibs /ft21 <br />w = The specific weight of water (62.4 Ib /ft3) <br />H = The height of the standing water (to the flood protection elevation FPE) <br />Specific Weight of Water <br />NA, = 62.4 I b /ft3 <br />Maximum adjacent 100 -Year Water Elevation: 5333.00 <br />Maximum Flood Protection Elevation: <br />Lowest Adjacent Grade: <br />Hydrostatic Pressure <br />5334.00 <br />- 5330.50 <br />3.5 <br />H= <br />Ph = <br />218.4 Ibs /ft2 <br />(from FEMA Floodplain <br />Map) <br />100 -Year WSE + 1' <br />(From site survey) <br />Fh = 1 /2 *Ph *H (Per FEMA 3 -93) <br />where: Fh = The lateral force from freestanding water (lb/ft) @ Building Face <br />Hydrostatic Force <br />Fh = 382.2 Ibs /ft <br />