Laserfiche WebLink
Groundwater <br /> The project is sited in the valley fill aquifer for Boulder Creek. <br /> It is a shallow alluvial deposit approximately 10 to 20 feet deep <br /> and consists of sand and gravel ranging in size from 12 inches down <br /> to minus 200 sieve material. It is a well graded deposit between <br /> the 1-1/2 inches to 200 micron sieve. Normal transmissivities for <br /> the aquifer are expected to range between 100, 000 gpd/ft to 180, 000 <br /> gpd/ft. This is based on pump test data for wells in the general <br /> vicinity. There was no specific data examined for the wells listed <br /> in the area. Test holes drilled on the property indicated a free <br /> standing watertable at a depth of 2 .5 to 4.5 feet below the ground <br /> surface. <br /> There are 14 permitted wells located within one mile of the project <br /> site. The majority of these wells are located down-gradient from <br /> the project site. One well (No. 4 ) is shown as being located <br /> within 100 feet of the property. This well is located adjacent to <br /> Boulder Creek and with the relocation of Idaho Creek, as is <br /> proposed, would also be located adjacent to this stream. There may <br /> be some impact from dewatering operations on this particular well. <br /> The mining operation will be as hydraulically disconnected from the <br /> well as is physically possible. Mitigation of flows from this well <br /> may be necessary. The proposed mitigation plan is discussed in a <br /> later section of this exhibit. <br /> Floodplain Information <br /> The mining area lies within the floodplain of Boulder Creek as <br /> defined by the Colorado Water Conservancy Board. The high water <br /> surface elevation during a 100 year flood varies in elevation <br /> across the property from 4904 at the upstream end to 4898 at the <br /> downstream end. The Colorado Water Conservancy Board has an <br /> unpublished basin study of Boulder Creek that includes aerial photo <br /> mapping of the floodplain, HEC-2 data, and hydrologic analysis. <br /> This study adopted the following peak discharges at the specified <br /> return periods. <br /> Return Period Discharge (cfs ) <br /> 10-Year 2,000 <br /> 50-Year 7 ,200 <br /> 100-Year 11,900 <br /> 500-Year 31,400 <br /> Boulder Creek has a drainage basin area of 440 square miles at the <br /> mouth. The streambed slopes range from 0.0035 ft/ft to 0.004 <br /> ft/ft. The stream channel is relatively stable in this area <br /> although some meander is evident in both Boulder Creek and Idaho <br /> Creek. <br /> G-2 <br />