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2012-01-20_HYDROLOGY - M1977036
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2012-01-20_HYDROLOGY - M1977036
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Last modified
8/24/2016 4:47:43 PM
Creation date
1/25/2012 11:20:51 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977036
IBM Index Class Name
HYDROLOGY
Doc Date
1/20/2012
Doc Name
SWSP
From
OSE
To
Applegate Group, Inc.
Permit Index Doc Type
Hydrology Report
Email Name
PSH
Media Type
D
Archive
No
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Mr. Jared Dains <br />Greeley 35th Ave Pit M- 1977 -036 <br />January 11, 2011 <br />Page 2 <br />gravel pit permit boundary. <br />The anticipated net depletion for this SWSP is 100.51 acre -feet. You have provided a <br />monthly breakdown of the annual depletions totaling 76.84 acre -feet of evaporative loss, 8.83 <br />acre -feet of water lost with mined product associated with 300,000 tons of aggregate, 6 acre - <br />feet of water used for dust control and 8.84 acre -feet of water used in concrete production to be <br />appropriated from the well permit no. 47856 -F (WDID 0307597). Lafarge filed for and has <br />received a conditional water storage right for this site in Case no. 98CW476. <br />The site is assumed to have been continuously dewatered at a rate of approximately <br />1200 gallons per minute. Although mining activities are projected to finish in May 2012, <br />continuous dewatering activities are anticipated to occur even after mining activities have <br />ceased. To document actual dewatering volumes, the Applicant is required to install a <br />Totalizing Flow Meter on the dewatering lines by February 29, 2012, if not already installed. <br />Monthly volumes shall be reported on the monthly accounting submitted by Applegate. This <br />SWSP 'must be amended 90 -days prior to any cessation or slowing down of dewatering <br />activities to analyze post - pumping lagged depletions and proposed replacement source. <br />The Greeley 35 Avenue Pit depletions must be lagged back to the Cache La Poudre <br />River. A stream depletion model using the Glover method was used to calculate the lagged <br />depletions to the Cache La Poudre River. The following parameters were used in the model: <br />transmissivity (T) = 120,000 gallons per day per foot, specific yield (SY) = 0.2, the distance from <br />the Cache La Poudre River to the edge of the alluvium = 5,000 feet, and the distance from the <br />centroid of the pit to the Cache La Poudre River = 1,500 feet. The total lagged mining <br />depletions during the SWSP period are 105.60 acre -feet. The total lagged depletions include <br />the 8.84 acre -feet used for concrete production from well permit no. 47856 -F and 91.67 acre - <br />feet from the other consumptive uses at the site. <br />Replacements <br />The source of replacement water will be from a lease 125 acre -feet of fully consumable <br />effluent water from the City of Greeley ( "Greeley "). Lafarge traded its 550 Boyd and Freeman <br />Ditch shares for 125 acre -feet of augmentation water from Greeley. Marietta acquired this lease <br />from Lafarge as part of their acquisition of the Greeley 35 Ave Pit. Fully consumable <br />replacement water is to be provided by Greeley and it will be returned to the river at one of the <br />following locations: a) Greeley Water Pollution Control Facility Outfall (WDID 0302312) located on <br />the Cache La Poudre River; b) JBS Swift Industrial WWTP Outfall (WDID 0102342) on Lone Tree <br />Creek; c) confluence of the 35 Avenue Drainage Ditch and Cache La Poudre River or any <br />augmentation station /release structure(s) to be constructed in the vicinity of such confluence and <br />associated with Greeley's operation of reservoirs knows as Flatiron Reservoir Nos. 1 -5 (a.k.a. <br />Poudre Ponds or Greeley West Pit); d) an augmentation station /release structure located under <br />the Boyd and Freeman Ditch and approved by the water commissioner and division engineer for <br />such purpose; e) release structures from Greeley Canal No. 3 as described in Greeley's decree in <br />case no. 99CW232; or f) any other release and measurement point that Greeley and Marietta <br />agree upon. The Applicant is required to coordinate with the water commissioner the delivery <br />location of replacement water to ensure out -of- priority depletions are adequately replaced to <br />prevent injury to other water rights. Conveyance loss for delivery of augmentation water is subject <br />to assessment and modification as determined by the water commissioner or division engineer. A <br />copy of the lease with Greeley was previously submitted to this office and is attached to this letter. <br />A monthly breakdown of depletions and replacements is shown in the attached Table 3. <br />
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