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PERMFILE108632
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PERMFILE108632
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Entry Properties
Last modified
8/24/2016 10:01:07 PM
Creation date
11/24/2007 5:06:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001022
IBM Index Class Name
Permit File
Doc Date
5/24/2001
Doc Name
GREEN/CROISSANT PROPERTY REGULAR 112 ADEQUACY REVIEW FN M-2001-022
From
DMG
To
LOVELAND READY MIX CONCRETE INC
Media Type
D
Archive
No
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<br />storage areas u•i[hin the Floodplain, thz applicant will also need to address protection measures that will be <br />employed to contain the materials on-site in the event of a flood even[). <br />3. The applicant lists on page 2 (item 13.2) of the application form that Fly ash will be used or stored <br />within the permit area. The Division will require the applicant, prior to any use and/or storage of fly ash <br />within the permit area, to clarify their intentions and provide the following information: the source of fly <br />ash, the approximatz volume to be used or stored, the length of time for Fly ash use or storage, the <br />location(s) where fly ash will be used or stored, and the purpose for storage or usz of Fly ash. If the flyash <br />is to used as a concrete admixture, the Division recommends that the Flyash be stored out of the Floodplain <br />in a silo or other suitable storage vessel. If [he flyash is to be used as backfill in the pit areas, the Division <br />will require a geochemical characterization, as assessment of potential impacts to surface and groundwater <br />quality, and assurances that any potential adverse impacts to surface and groundwater quality will be <br />mimimizzd. Please respond. <br />4. The applicant states on page 15 [hat inert fill from off-site may also be brought on site for use as <br />backfill. Prior to any use of inert fill being brought in from off-site, [he opzrator will need to provide a <br />notice which meets the minimum requirements of Rule 3.1.5(9). Attached is a copy of Rule 3.1.5(9) for <br />your use. Please respond. <br />5. Review of the Mining Plan Map, Exhibit C-3 indicates a potential concurrent wetland mitigation area of <br />approximately 13.9 acres immediatzly south of Cell 3. Please explain the what the potential wetland <br />mitigation will consist of, ie: Is there a need for any excavation to occur in this area? Will the excavation <br />expose groundwater? Will wetlands' be created in this area? Please respond. <br />6. Review of the Mining Plan Map, Exhibit C-3 indicates [hat the applicant has proposed to mine in Cell 4 <br />within 110' of the west bank of the Big Thompson River. A significant portion of Cell 4 is also within the <br />Floodplain (?100-year?) of the Big Thompson River. In order to ensure the structural integrity of the river <br />channel throughout [he life of the mining operation, the proposed mining plans will need to be revised to <br />conform with [he criteria listed in the Division's August ] 998 In-Stream Aggregate Extraction & <br />Reclamation Guidance Document. (Please see at[achzd guidance document). The following options are <br />acceptable to the Division: <br />Option A: The applicant may revise the mine plan map to show [he boundaries of the "floodway" of the <br />Big Thompson River and clearly show that all mining will occur outside the floodway. In conjuction, the <br />applicant should revise the narrative in [he mine plan by providing a commitment [o no extraction within <br />the floodway of the Big Thompson River. <br />Option B: The applicant may revise the mine plan and mine plan map to clearly demonstrate that no <br />mining will occur within 400 feet of the west bank of the Big Thompson River. <br />Option C: The applicant may keep the proposed 1 10' setback upon submission of an approvable plan and <br />cross-sectional design for side channel spillways allowing for pressure equalization of Floodwaters between <br />Cell 4 and the channel of the Big Thompson River. For acceptablz design criteria, please refer to the <br />attached guidance document (Appendix D and Figure D-16). <br />Option D: The applicant may keep the proposed 110' setback upon submission of an approvable <br />plan and cross-sectional design for channel riprap slope protection and pitside riprap slope protection. For <br />acceptable design criteria, please refer [o the attached guidance document (Appendix D and Figure D-5, a) <br />and c)). <br />
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