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2015-03-02_HYDROLOGY - M1996060
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2015-03-02_HYDROLOGY - M1996060
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Last modified
8/24/2016 5:57:52 PM
Creation date
3/4/2015 4:18:43 PM
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Template:
DRMS Permit Index
Permit No
M1996060
IBM Index Class Name
HYDROLOGY
Doc Date
3/2/2015
Doc Name
Substitute Water Supply Plan
From
DNR Division of Water Resources
To
DRMS
Email Name
ECS
Media Type
D
Archive
No
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Poudre Pits Combined SWSP Page 4 of 9 <br />February 26, 2015 <br />dewatering analysis. Dewatering that occurred throughout 2013 was returned directly to the river <br />through an- unnamed slough located above the Whitney Ditch. With the stated recharge that <br />occurred in the past and is projected to occur during this plan period, lagged accretions at the North <br />La Poudre site will total 16.21 acre -feet in 2015. Combined, the dewatering /recharge operations at <br />the La Poudre and North La Poudre pits will result in a net depletion of 81.67 acre -feet. <br />For this SWSP and any future approvals, actual monthly meter readings must be used to <br />determine the true dewatering rate, and to determine how much water was delivered to recharge <br />versus being directly returned to the river. <br />Table D below summarizes the impacts past and projected dewatering operations at each pit <br />will have on the stream system during this SWSP period. <br />Table D - Summary of Dewatering Impacts (acre -feet) <br />Site Name <br />2015 Direct <br />Accretions <br />2015 Lagged <br />Accretions <br />2015 Lagged <br />Depletions <br />Net Balance <br />Firestein <br />- <br />0.53 <br />-0.72 <br />-0.19 <br />Tigges <br />- <br />10.78 <br />-18.96 <br />-8.18 <br />Roberts <br />- <br />2.85 <br />-3.80 <br />-0.95 <br />North La Poudre <br />- <br />67.45* <br />-51.24 <br />16.21 <br />La Poudre <br />- <br />1.97 <br />-99.85 <br />-97.88 <br />Total <br />- <br />83.58 <br />- 174.57 <br />-90.99 <br />* Excludes accretions from any dewatering recharge that may have occurred in 2012 <br />AWAS was used to determine the lagged depletions to the Cache La Poudre River from past <br />and projected dewatering operations at each site. The following parameters were used in the model <br />with the infinite aquifer boundary condition: the distance (X) from the centroid� of the exposed <br />ground water surface to the river; the transmissivity (T); and the specific yield (S). The Glover <br />parameters used for each pit are shown in the table below. <br />Table E - Glover Parameters (Dewatering) <br />Site Name <br />X (ft) <br />T (gpd /ft) <br />S <br />Fi restein <br />1,035 <br />120,000 <br />0.20 <br />Tigges <br />3,600 <br />120,000 <br />0.20 <br />Roberts <br />3,435 <br />120,000 <br />0.20 <br />La Poudre <br />1,500 <br />50,000 <br />0.20 <br />North La Poudre <br />2,500 <br />50,000- <br />0.20 <br />The lagged combined evaporative and operational depletions in 2015 will be 208.10 acre -feet. <br />The lagged combined post dewatering depletions and accretion from the stated recharge creates a <br />net depletion in the amount of 90.99 acre -feet. Therefore the total depletions owed to the river for <br />this SWSP approval period are 299.09 acre -feet. See Table 10 column 2a for the monthly distribution <br />of the total losses. <br />
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