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2015-03-11_HYDROLOGY - M1998013
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2015-03-11_HYDROLOGY - M1998013
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Last modified
8/24/2016 5:58:11 PM
Creation date
3/12/2015 9:15:27 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1998013
IBM Index Class Name
HYDROLOGY
Doc Date
3/11/2015
Doc Name
Substitute Water Supply Plan - Jan 1-Dec 31, 2015
From
DNR Water Resources
To
DRMS
Email Name
ECS
Media Type
D
Archive
No
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Mr. Andy Rodriguez, P.E <br />Shores Pit SWSP <br />March 9, 2015 <br />Page 2 of 5 <br />In accordance with the letter dated April 30, 2010 (copy attached) from the Colorado <br />Division of Reclamation, Mining, and Safety ( "DRMS "), all sand and gravel mining operators <br />must comply with the requirements of the Colorado Reclamation Act and the Mineral Rules <br />and Regulations for the protection of water resources. The April 30, 2010 letter from DRMS <br />requires that you provide information to DRMS to demonstrate you can replace long term <br />injurious stream depletions that result from mining related exposure of ground water. The <br />DRMS letter identifies four approaches to satisfy this requirement. In accordance with <br />approach nos. 1 and 3, you have obtained a bond for $888,677.00 through DRMS for lining or <br />backfilling of the exposed ground water. This is a reduction from the previous bond, which is <br />based on the approval of the four lined reservoirs <br />Depletions <br />Currently 11 acres of ground water surface is exposed at the Shores Pit within the silt <br />pond. It is estimated that starting in May 2015 an additional 1.5 acres will be exposed in the <br />dewatering trenches at the Burch property. The net depletion of ground water due to <br />evaporation from these 11 acres is calculated to be 28.82 acre -feet for this plan period. Also <br />the net depletions due to the evaporation from the 1.5 acres exposed in the dewatering <br />trenches is calculated to be 3.16 acre -feet from May through December 2015. Net evaporative <br />depletions were calculated using a gross annual evaporation of 42 inches from the exposed <br />water surface, with an annual credit of 10.56 inches for effective precipitation. The <br />applicant has not requested ice cover credit under this plan. <br />Ground water from the 11 acre silt pond is used for dust control and concrete <br />batching. The Applicant estimates that 1.66 acre -feet of water per year will be used for dust <br />control. Approximately 105,000 cubic yards of concrete will be batched onsite during this plan <br />period at a depletion of 40 gallons per cubic yard, resulting in a water requirement of 12.89 <br />acre -feet. However the plant utilizes a water tap for the concrete batching at a rate of 4 <br />million gallons per year, or 12.27 acre -feet during this plan period. Therefore the resulting <br />annual net depletion from concrete batching is 1.64 acre -feet. The water supplied by Central <br />Weld shall be metered along with the total water used for onsite concrete batching to aid in <br />calculating the actual depletions owed. The data from both metered sources shall be included <br />in the accounting provided to the Division Engineer. <br />The Applicant also anticipates that 505,000 tons of aggregate will be mined during this <br />plan period. Approximately 58,670 tons of aggregates are mined within the slurry wall area <br />of Cell D in January and February 2015 therefore there are zero depletions associated with <br />the mined material for these two months. Starting in March 2015 the aggregate production <br />will occur at the Burch property therefore the associated depletions from March through <br />December 2015 will be 13.14 acre -feet from 446,330 tons of mined material. The net <br />evaporation and operation depletions associated with the Shores pit are estimated to be <br />49.53 acre -feet, as shown in the attached Table 4. <br />Dewatering of the site commenced in February 1999 at a rate of 300 gallons per <br />minute and had remained constant during mining of cells A, B, C, and D. For modeling <br />purposes dewatering was stopped on December 2006 which is the year the slurry walls for the <br />three cells were completed. As long as dewatering operations in cell D remain constant, it is <br />assumed that the accretion credits are sufficient to offset any.lagged depletions as this water <br />is not used and immediately returns to the stream. In addition dewatering from the Burch <br />property will be run at a rate of 300 gallons per minute starting in May 2015. The dewatering <br />from the Burch property will be recharged in the north site and returned back to the Saint <br />Vrain River. The SWSP accounts for the net depletions at the river that occur due to the past <br />
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