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Cheryl Signs, P.E. Page 2 <br />Kurtz Pit, DRMS-1999-006 <br />You have provided a monthly breakdown of the annual depletions made up of 235.42 acre-feet of <br />net evaporative loss, 20.60 acre-feet of water lost with the mined product (which represents 700,000 tons <br />of mined product), and 3.36 acre-feet of water used for dust control. A phreathophyte credit for the native <br />salt grass has been applied to this plan which reduced the net evaporation depletions to 235.42 acre-feet. <br />The credit given for the salt grass in this plan was based on the 3-feet depth to ground water, pending <br />better site-specific information. The demand for the salt grass was calculated to be 22.79 inches using <br />the modified Blaney-Cuddle method with Longmont 2ESE weather station data. <br />For the purpose of this SWSP, the phreathophyte credit is accepted, however no benefit <br />will be given for the phreathophyte in any subsequent renewals of this plan unless the Applicant <br />provides site-specific information regarding the depth to the ground water table at this location <br />and the information is accepted by this office. <br />Computation of evaporation under this plan was also reduced during the ice covered period. You <br />have assumed the ice covered period to occur during the months of January, February and December, <br />based on the average temperatures of 26.5°F for January, 31.0°F for February and 29.7°F for December; <br />taken from the Longmont weather station. However, for the purpose of this SWSP, the Applicant shall <br />replace the net evaporation depletions from the exposed ground water surface area that may occur <br />during the assumed ice covered period (the months of January, February and December) for any time <br />that the pit is not completely covered by ice. <br />The IDS AWAS stream depletion model was used to determine the lagged depletions to the <br />Saint Vrain Creek. The aquifer characteristics used in the model are: transmissivity (T)= 100,000 <br />gallons per day per foot and specific yield (SY)= 0.28 (based on the USGS Water Supply Paper <br />1662D). The nearest stream is a natural drainage ditch that originates uphill from the site and flows <br />continuously through the west side of the property to Saint Vrain Creek. The distance of the exposed <br />ground water to the stream=80 feet, and the location of the parallel impermeable boundary was <br />estimated to be 4,000 feet from the stream. <br />Replacement <br />The proposed source of replacement for this pit is the junior water rights that were decreed in <br />case no. 2001 CW274. The water rights decreed in case no. 2001 CW274 can be used directly at the <br />points of diversion or retained in reservoirs for storage when the water rights are in priority or used by <br />exchange for releases from any or all of the reservoirs or any or all of the direct flow sources. The <br />decreed information for these junior water rights is shown in the following table: <br />WDID Source Appropriation Date Decreed Amount <br />0600532 VCI Godding Ditch Diversion from Idaho <br />Creek 08/10/2001 11 cfs <br />0600551 VCI Rural Ditch Diversion from Boulder <br />Creek 08/10/2001 11 cfs <br />0600756 VCI Rural Ditch Diversion from Idaho <br />Creek 08/10/2001 11 cfs <br />0500642 VCI Goddin Hollow Diversion 09/08/2000 11 cfs <br />0500589 VCI Last Chance Ditch Diversion 08/10/2001 11 cfs <br />0504001 112 Reservoir 08/10/2001 1,552 acre-feet <br />0504003 Dakolios Reservoir 08/10/2001 1,104 acre-feet <br />0504002 Von Ohlen Reservoir 08/10/2001 1,300 acre-feet <br />0504000 Kurtz Reservoir 08/10/2001 4,000 acre-feet <br />it <br /> <br />(vote: I otal direct aiversion from all sources not to exceed 11 cfs. Storage rates are 90 cfs for Rural Ditch and <br />Godding Ditch, 10 cfs for Godding Hollow and 100 cfs for Last Chance Ditch.