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Mr. Michael Toelle <br />Holcim US, Inc. <br />January 31, 2024 <br />Page 6 <br />Holcim RCQ Letter Report 20240131 <br /> <br />Table 2. Infiltration Results <br />Area <br />Runoff Volume <br />(acre-feet) <br />Infiltration Area <br />(acres) <br />Infiltration Rate <br />(feet/day) <br />Infiltration Time for <br />97% of Volume <br />(hours) <br />Backfilled pit 46.937 370.8 0.5 5.9 <br />Pit 1 1.925 113.2 0.011 36.0 <br />Pit 2 5.315 226.4 0.011 49.7 <br />Pit 3a 18.376 99.0 0.011 392.3 <br />Pit 3b 4.485 30.7 0.011 308.8 <br />Summary of Findings <br />Precipitation runoff resulting from a 5-year, 24-hour storm event was calculated to deter- <br />mine the volume of precipitation that would infiltrate within 72 hours of the storm event. <br />Results of the limited hydrologic analysis indicate accumulated water from a 5-year <br />storm event in the eastern portion of the reclaimed pit will likely not infiltrate within the <br />72-hour requirement. Areas of the reclaimed pit that meet the 72-hour requirement are <br />the backfilled pit and pits 1 and 2 where the predicted water pool is shallow (less than <br />0.5 inches). There is uncertainty of the final pit reclamation design meeting the 72-hour <br />infiltration requirement due to the assumption of the western portions of the reclaimed <br />pit being large, level areas. Therefore, based on results of the limited hydrologic analy- <br />sis, the reclaimed pit may not meet the 72-hour infiltration requirement without any ad- <br />ditional mitigation measures to enhance infiltration. <br />BC appreciates that Holcim has requested our services in assisting with this project. <br />Should you have any questions, please do not hesitate to call me at 575-418-7069. <br />Very truly yours, <br /> <br />Brown and Caldwell <br /> Kelly Donahue, P.G., Project Manager <br />Golden, Colorado <br /> <br />cc: Mary Jay Martens, P.E., Brown and Caldwell <br /> <br />Attachments (3) <br />• References <br />• Attachment A: NRCS Soils Information <br />• Attachment B: HydroCAD model output files <br />Limitations: <br />This document was prepared solely for Holcim in accordance with professional standards at the time the services were <br />performed and in accordance with the task order between Holcim and BC dated November 30, 2023. This document is <br />governed by the specific scope of work authorized by Holcim; it is not intended to be relied upon by any other party <br />except for regulatory authorities contemplated by the scope of work. We have relied on information or instructions <br />provided by Holcim and other parties and, unless otherwise expressly indicated, have made no independent investigation <br />as to the validity, completeness, or accuracy of such information.