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2021-10-27_HYDROLOGY - M2002120
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2021-10-27_HYDROLOGY - M2002120
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Last modified
10/28/2021 10:27:05 AM
Creation date
10/27/2021 1:28:24 PM
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Template:
DRMS Permit Index
Permit No
M2002120
IBM Index Class Name
Hydrology
Doc Date
10/27/2021
Doc Name
Substitute Water Supply Plan
From
Water Resources
To
DRMS
Email Name
PSH
JLE
Media Type
D
Archive
No
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Bernhardt Pit SWSP Page 2 of 5 <br /> October 27, 2021 <br /> mining had not commenced within the liner boundary. Mining is complete and the pond is being <br /> reclaimed, therefore no depletions from aggregate production or exposed groundwater will occur <br /> at Pond 4. <br /> The liner of Pond 5 was also provisionally approved on August 14, 2019, because mining had not <br /> commenced within the liner boundary. Mining is anticipated to begin in 2022. The liner approval <br /> for Pond 4 and 5 is only applicable during the mining operations at the site and does not classify <br /> the structures as reservoirs capable of water storage. <br /> An alluvial well has been constructed to provide water for concrete batching. This well was <br /> constructed under permit no. 60729-F (WDID 0405678) and is located outside the boundaries of the <br /> existing slurry wall. The SWSP request does not seek to pump water from this well during the plan <br /> period. Well no. 60729-F has not been used for concrete batching since 2008 and all lagged <br /> depletions from previous pumping from the well have already impacted the stream. A flow meter <br /> has been installed on the well, as is required by condition of approval #9 on well permit no. <br /> 60729-F, and the meter is currently in compliance with the South Platte Well Measurement Rules. <br /> Depletions <br /> Mining operation at the site occurs within the approved liner of the slurry walls therefore no water <br /> lost with the mined product is accounted for in the SWSR <br /> Dewatering at the site commenced in October 2003 at a rate of 750 gallons per minute. In 2004 <br /> dewatering decreased to 350 gallons per minute. All water pumped in 2003 and 2004 for <br /> dewatering purposes was pumped from trenches into an on-site pond for recharge back to the Big <br /> Thompson River. In September 2004, pumping of the dewatering water into the pond ceased. All <br /> water pumped from the trenches since September 2004 has been pumped from within the slurry <br /> wall and used for the purposes described in this plan. Based on the analysis previously performed <br /> by the Applicant there are no lagged depletions from past dewatering operations that will accrue <br /> to the river during this plan period. <br /> The plan proposes to expose 4.3 acres of groundwater at the Bernhardt Pit within the settling <br /> ponds and dewatering trenches. Evaporative depletions were calculated using a gross annual <br /> evaporation of 44 inches (based on the NOAA Technical Report NWS 33) with a credit of 9.29 <br /> inches for effective precipitation (based on an average annual precipitation of 13.27 inches for <br /> the Longmont weather station). Evaporative losses for the period of this SWSP are 12.39 acre-feet <br /> (2.88 acre-feet/acre), as shown on attached Table 1. <br /> Consumptive use of groundwater from the Bernhardt Pit consists of 2.16 acre-feet for on-site dust <br /> control and 12.39 acre-feet from evaporation. The total consumptive use at this site during this <br /> plan period is 14.55 acre-feet (see attached Table 1). Depletions from mining operations at the <br /> Bernhardt site will impact the Big Thompson River upstream of the Evanstown Ditch (WDID <br /> 0400517). <br /> The depletions from evaporation and operational losses were lagged to the stream using a Glover <br /> analysis assuming a distance (X) from the centroid of the exposed ground water surface to the <br /> stream of 715 feet, a distance (W) to the impermeable boundary of 2,976 feet, a transmissivity (T) <br /> of 100,000 gpd/ft, and a specific yield (S) of 0.2. The total lagged depletions that are to be <br /> replaced in 2022 are 14.56 acre-feet (see attached Tables 2 and 3). <br />
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