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Mr. Michael Toelle <br />Holcim US, Inc. <br />January 31, 2024 <br />Page 1 <br />Holcim RCQ Letter Report 20240131 <br />January 31, 2024 <br /> <br /> <br />Letter Report <br /> <br /> <br />Mr. Michael Toelle <br />Holcim (US), Inc. <br />3500 CO Highway 120 <br />Florence, CO 81226 160041.025.001 <br /> <br />Subject: Red Creek Quarry <br /> <br />Dear Mr. Toelle, <br />At the request of Holcim US, Inc. (Holcim), Brown and Caldwell (BC) performed a limited <br />hydrological analysis of the Red Creek Quarry (RCQ or the Site) proposed reclamation <br />configuration in response to comments from the Colorado Division of Reclamation, Min- <br />ing, and Safety (DRMS) on the reclamation permit application. The DRMS expressed <br />concern regarding the potential ponding of stormwater in the lowest portions of the pits <br />that will not infiltrate within 72 hours as required by the Colorado Division of Water Re- <br />sources (DWR). Senate Bill 15-212, codified in Colorado Revised Statutes Section 37- <br />92-602(8) requires that stormwater detention facilities have the ability to: (1) continu- <br />ously release or infiltrate at least 97 percent of all of the water from a rainfall event that <br />is equal to or less than a 5-year storm within 72 hours of the end of the rainfall event, <br />and (2) continuously release or infiltrate at least 99 percent of all of the water from a <br />rainfall event that is greater than a 5-year storm within 120 hours of the end of the rain- <br />fall event <br />BC conducted a limited hydrologic analysis to estimate stormwater flows reporting to the <br />RCQ reclaimed pit bottoms from a 5-year, 24-hour storm and used site-specific infiltra- <br />tion rates from the RCQ Groundwater Modeling Analysis Technical Memorandum (TM; <br />BC 2023) to calculate the time required to infiltrate the modeled stormwater volumes. <br />This document summarizes the hydrologic analysis, assumed parameters, estimated <br />stormwater volumes, and infiltration results. <br />Scope of Work and Limitations <br />BC was retained by Holcim to perform a limited hydrologic analysis of the RCQ in re- <br />sponse to comments received from the DWR on the reclamation permit application. The <br />scope of services, as outlined in the task order dated November 30, 2032, included the <br />following: <br />• Conduct hydrologic modeling to estimate the volume of stormwater that would report <br />to accumulate in the pit bottoms <br />• Calculate the time required to infiltrate the modeled stormwater volumes <br />• Summarize the findings in a letter report <br />In the course of this assessment, BC has relied on information provided by Holcim and <br />other sources, such as the National Oceanic and Atmospheric Administration (NOAA), <br />United States Department of Agriculture (USDA) Natural Resources Conservation Service <br />(NRCS), and United State Geologic Survey (USGS). BC has made no independent