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2020-03-16_INSPECTION - M1974069
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2020-03-16_INSPECTION - M1974069
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Last modified
3/18/2020 2:53:17 PM
Creation date
3/18/2020 12:16:00 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1974069
IBM Index Class Name
INSPECTION
Doc Date
3/16/2020
Doc Name
Corrective Action Documentation
From
Loveland Ready-Mix Concrete
To
DRMS
Email Name
AME
MAC
Media Type
D
Archive
No
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14.5 Mariana Butte Pit Net Evaporation: <br /> The Mariana Butte Pit includes ground water exposed to the atmosphere from <br /> mining operations which occurred both before and after January 1, 1981. Mining operations are <br /> complete at the Mariana Butte Pit. The total surface area of exposed groundwater in the Mariana <br /> Butte Pit is 5.51 acres. <br /> 14.5.1 2.7 acres of ground water surface area were exposed to the atmosphere by <br /> mining the Mariana Butte Pit prior to January 1, 1981, and therefore the evaporative <br /> depletions from the 2.7 acres of exposed ground water surface area do not require <br /> replacement pursuant to C.R.S. § 37-90-137(11)(6). <br /> 14.5.2 2.81 acres of ground water surface area were exposed to the atmosphere <br /> by mining the Mariana Butte Pit subsequent to December 31, 1980, resulting in net <br /> evaporation averaging 6.22 acre feet per year(gross evaporation less historic natural <br /> depletions)as shown on Exhibit E. <br /> 15. Timing of depletions: Due to the timing of evaporation, and the lagging effects of the <br /> aquifer,the net evaporation depletions to the river will be distributed through the year using the <br /> following method and parameters: <br /> 15.1 The monthly net evaporative depletions from each Gravel Pit that require <br /> replacement shall be lagged to the Big Thompson River using the Glover Method and the AWAS <br /> Glover alluvial aquifer model. The AWAS model is based on the Glover Stream Depletion <br /> Method, and requires the definition of several aquifer and stream parameters, including the <br /> distance from the gravel pit to the impacted stream (X), the width of the aquifer on the side of the <br /> river where the gravel pit is located (W), the harmonic transmissivity of the aquifer(T), and the <br /> storage coefficient(S). Data from a local pump test were used to establish the aquifer <br /> parameters (a transmissivity of 50,000 gallons per day per foot and a storage coefficient to 0.2). <br /> The X, W, T and storage coefficient parameters are shown in the following table: <br /> Gravel Pit X(ft) W(ft) S T(GPD/ft) <br /> Larimer Pit 200 1,550 0.2 50,000 <br /> Baer Pit 500 1,550 0.2 50,000 <br /> Mariana Butte Pit 1,500 1,550 0.2 50,000 <br /> 15.2 Larimer Pits: On January 1 of each year or more frequently as required by the <br /> Division Engineer, but no more than a total of four times each year, while mining operations are <br /> ongoing, LRM shall determine the total current exposed surface area, and calculate actual out of <br /> priority net evaporative depletions pursuant to Paragraph 14.2. Out of priority net evaporative <br /> depletions shall be replaced pursuant to the lagging pattern that shall be calculated according to <br /> the parameters for the Larimer Pits set forth in Paragraph 15.1 which are also included in the <br /> monthly accounting. In the event that a total of 52.9 acres of ground water surface area are <br /> exposed at Larimer Pits 13, 14, 15, 18 and 20,the maximum out of priority net evaporative <br /> depletions shall be replaced pursuant to the lagging pattern set forth in column 10 of Exhibit C. <br /> 7 of 14 <br />
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