Laserfiche WebLink
STREAM FLOW <br />Surface and subsurface contributions to the stream channels of <br />the Davis and Middle Fork creeks are a fundamental component of <br />the hydrologic regime of the watersheds. The quantity of water <br />that appears annually as runoff in the streams is dependent on <br />a number of factors, including (1) the amount of precipitation <br />received in the forms of rainfall and snow; (2) watershed topog- <br />raphy, soils, and geology; and (3) influencing climatic elements. <br />A number of stream gaging stations have been operated in past <br />years within the Parachute Creek basin by both USGS and Colony <br />Development Operation (See Figure G-2). The flow records from <br />these stations provide much of the information needed to define <br />the runoff characteristics. Eleven stations have been oper- <br />ated on the Dow West Property by Colony; three have been operated <br />by USGS at locations on Parachute Creek below the Dow Property. <br />• The descriptions of the stations and the recorded runoff volumes <br />are presented in this section. Descriptive data for each of the <br />stations on site are summarized in Table G-2. Gaging stations <br />have also been operated in the basin by the Standard Oil Company <br />of California and the Union Oil Company of California. This <br />data has not been included in Colony's analysis as it has not <br />been released by the specific companies. <br />Results from the analysis of surface runoff characteristics for <br />the project site area can be summarized as follows: the flow <br />in Parachute Creek averages 30.3 cubic feet per second (cfs) just <br />below the town of Grand Valley (12 year average; 1921-1927, 1948- <br />1954). The recorded extremes at the Grand Valley gauging station <br />are a maximum flow of 912 cfs in May of 1952 and a reading of <br />0 cfs for certain periods in 1926-27 and 1949. The tributaries <br />to the main stem of Parachute Creek also show wide fluctuations <br />in extreme flows. Based on flow data from above and below the <br />mouth of Parachute Creek (Table G-3), it can be seen that Parachute: <br /> <br />G-4 <br />