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2021-08-27_REVISION - M2019028
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2021-08-27_REVISION - M2019028
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Last modified
1/11/2025 7:10:35 AM
Creation date
8/29/2021 4:05:48 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2019028
IBM Index Class Name
REVISION
Doc Date
8/27/2021
Doc Name
Adequacy Review Response
From
J&T Consulting. Inc.
To
DRMS
Type & Sequence
TR1
Email Name
PSH
Media Type
D
Archive
No
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J-2 Contracting Co.—DPG Pit— Technical Revision No. 1 Adequacy Review Response <br /> File No. M-2019-028 <br /> -3- <br /> Response: The DCP line is to be abandoned when Chevron (Formerly Noble) <br /> permanently abandons Well 1-9H5 Weld County(currently shut in per COGCC website) in <br /> the next two (2) years. This well is on their abandonment list according to what Chevron <br /> has provided to J-2 Contracting, Co. (J-2). J-2 has been working with Chevron to get an <br /> official agreement but a signed agreement has not yet been reached. J-2 commits to <br /> continuing to work with Chevron and DCP to obtain an agreement from the parties prior <br /> to mining through the easement. <br /> 6. On revised Exhibit C-4 — Mining Plan Map the map indicates a recharge pond, a secondary <br /> recharge pond and an overflow pond. The description for the purpose and function of these <br /> features could not be found in the approved permit application documents by the Division. <br /> Please indicate where in the approved permit application the function of the features are <br /> described or provide a description for the purpose and function of these features. <br /> Response: The description for the purpose and function of these features is as follows: <br /> The recharge pond is to be used for return/recharge of pumped groundwater back to the <br /> alluvial aquifer, and as pumping increases the secondary recharge pond then receives <br /> pumped groundwater and returns/recharges back to the alluvial aquifer before flowing <br /> into an overflow pond that then discharges to the Poudre River. The features have also <br /> been approved by the State Engineer's Office for the attached Substitute Water Supply <br /> Plan. The features were briefly described in the original application but only one large <br /> recharge/settling pond was proposed as shown on the original mining plan, the recharge <br /> ponds were also described in Exhibit E under the Groundwater Specific Requirements, <br /> as well as in Exhibit G (referred to as settling ponds), and described in the Adequacy <br /> Review No. 1 response letter. With this technical revision the Operator is proposing to <br /> add a secondary recharge pond and an overflow pond in addition to the single recharge <br /> pond. <br /> 7. The currently approved Exhibit F — Reclamation Plan Maps (F-1 and F-2) indicate the locations <br /> of the inlet and outlet structures. The proposed Reclamation Maps (F-1 and F-2) do not show <br /> the location of the structures. Please update the revised Reclamation Plan Maps to indicate the <br /> inlet/outlet structure locations. Additional, please confirm the design for the structures remains <br /> the same as in the approved permit application. Please update the construction sequence and <br /> timing for the structures for the revised Mining and Reclamation Plans phasing. <br /> For reference in the adequacy response letter for the original application dated August 26, 2019, <br /> Item #22, the Operator stated: <br /> The operator is proposing to install the inlet/outlet spillways during mining of each phase. The <br /> spillways for Phase 1 and 2 areas will be installed as mining progresses down. Once the mining <br /> has progressed down 15 to 20 feet in Phase 1 the riverside spillways will be installed. The <br /> riverside spillway for Phase 1 will be installed first, then the riverside spillway Phase 2 will be <br /> installed(once mining occurs in Phase 2), then the pitside spillway in Phase 3 will be installed to <br /> convey floodwaters if encountered from Reservoir 1 to Reservoir 2. The pitside spillway from <br /> Reservoir 2 to Reservoir 3 will be installed once mining occurs in Phase 4. The pitside spillway <br /> from Reservoir 3 to Reservoir 4 will be installed once mining occurs in Phase 5; and the <br /> riverside spillway in Reservoir 4 will also be installed once mining occurs in Phase 5. These <br /> riverside and pit side spillways are designed per Urban Drainage and Flood Control District's <br /> Technical Review Guidelines for Gravel Mining and Water Storage Activities Within or Adjacent <br /> to 100-Year Floodplains. <br /> 4 M 305 Denver Avenue—Suite D•Fort Lupton CO 80621 •Ph: 303-857-6222•Fax: 303-857-6224 <br />
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