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2012-09-12_HYDROLOGY - M2010049
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2012-09-12_HYDROLOGY - M2010049
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Last modified
8/24/2016 5:07:52 PM
Creation date
11/20/2012 3:40:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2010049
IBM Index Class Name
HYDROLOGY
Doc Date
9/12/2012
Doc Name
SUBSTITUTE WATER SUPPLY PLAN
From
DWR
To
CHERYL SIGNS ENGINEERING
Email Name
PSH
Media Type
D
Archive
No
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Cheryl Signs, P.E. Page 3 <br />Western Sugar Pit <br />A total of one share of the Last Chance Ditch will be used in this SWSP. The Last Chance <br />Ditch's historical use was previously analyzed in the original SWSP for the Heintzelman Pit No. 116 <br />(M09 -018). This SWSP request utilizes a historical use analysis for an additional Last Chance Ditch <br />share that is different from the one share proposed to be used in the Heintzelman Pit No. 116 SWSP. <br />The one share of the Last Chance Ditch to be used in this SWSP was historically used to irrigate the <br />Von Ohlen property and the one share of the Last Chance Ditch to be used in the Heintzelman Pit 116 <br />SWSP was historically used on the Heintzelman property. <br />The Applicant owns one share of the outstanding 20 shares of the Last Chance Ditch, which <br />was historically used for irrigation on a portion of the Von Ohlen property (90 acres) located in Section <br />31, Township 3 North, Range 67 West of the 6` P.M. The crop mix is the same as the crop mix used for <br />the Kurtz site analysis. The historical use of the irrigation supply was quantified using the average <br />monthly diversion from 1949 through 1974. The average consumptive use from the dry years of 1954 <br />and 1963 was more than the average period; therefore the average results were used. The ditch loss <br />used in the consumptive use analysis was 10 percent based on the ditch location, its length and <br />previous experience. Water in excess of the irrigation requirement was added to the soil moisture bank, <br />which was assumed to be three feet deep with a water holding capacity of 0.2 inches of water per inch <br />of soil. The consumptive use analysis for the one share averaged 162.20 acre -feet per year with a non - <br />irrigation season return flow obligation of 24.28 acre -feet (Table 5). <br />The subsurface return flow was lagged to the stream using the IDS AWAS stream depletion <br />model to the Cache La Poudre River. The aquifer characteristics used in the model are: transmissivity <br />(T) = 100,000 gallons per day per foot and specific yield (SY) = 0.28 (based on the USGS Water <br />Supply Paper 1662D), the distance from the centroid of the irrigated land to the stream = 716 feet, <br />and the location of the parallel impermeable boundary was estimated to be 4,000 feet from the <br />stream. <br />The Applicant owns 13 shares of the outstanding 183 shares in the Godding Ditch (decreed as <br />Highland South Side Ditch). The 13 shares of the Godding Ditch were historically used for irrigation on <br />the Seewald property (160 acres) located in Section 6, Township 2 North, Range 67 West of the 6th <br />P.M. The crops irrigated were corn, sugar beets, beans and grass. The historical use of the irrigation <br />supply was quantified using the average monthly diversion from 1970 through 2002. The average <br />consumptive use from the dry years of 1977, 1994 and 2002 was less than the average period; <br />therefore an average of the dry years was used. Once mining begins at the Western Sugar Pit, the <br />Seewald parcel will no longer be irrigated. The ditch loss used in the consumptive use analysis was 15 <br />percent based on the ditch location, its length and previous experience. Water in excess of the irrigation <br />requirement was added to the soil moisture bank, which was assumed to be three feet deep with a <br />water holding capacity of 0.2 inches of water per inch of soil. The dry year consumptive use analysis for <br />the 13 shares averaged 151.10 acre -feet per year (Table 4). <br />The subsurface return flow was lagged to the stream using the IDS AWAS stream depletion <br />model to the Saint Vrain Creek. The aquifer characteristics used in the model are: transmissivity (T) = <br />72,000 gallons per day per foot and specific yield (SY) = 0.25 (based on the USGS Water Supply <br />Paper 1662D), the distance from the centroid of the irrigated land to the stream = 6,400 feet, and the <br />location of the parallel impermeable boundary was estimated to be 8,700 feet from the stream. <br />Rural Ditch water was previously analyzed in the original SWSP for the Durham Pit (M -1978- <br />056, WDID 0302535). VCI owns four shares in the Rural Ditch that were historically used to irrigate <br />158.9 acres on the 112 - parcel site. Consumptive use credits from the 4 shares of the Rural Ditch that <br />are not used to replace depletions during the irrigation season will be stored in the 112 Reservoir, <br />
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