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April 5,2018 <br /> Page 2 <br /> BACKGROUND <br /> The Iverson Mine is located in Section 34, Township 1 North, Range 66 W 611, P.M. in Weld County, <br /> Colorado. The site is about 0.45 miles east of 59 h Avenue and 0.15 miles north of F Street at 5011 <br /> West F Street, Greeley, Colorado 80631. An aerial map of the mine is shown on Figure 1. The site <br /> covers an area of 66.5 acres and is located in an oxbow of the Cache la Poudre River. The site is located <br /> entirely in the 100-Year Flood Zone of the Cache La Poudre River. The FEMA FIRM Map of the site <br /> is shown in Figure 2. All elevations in this report are based on NGVD 1929 Datum as adjusted. <br /> Concerns regarding the flood impacts at the site were documented in the First Adequacy Review by <br /> DMRS dated 4-1-2011. The DRMS noted in Comment 16 that portions of the proposed mine site lie <br /> within the 100-year flood plain and stated that a flood event would likely cause the pit to be captured <br /> by the river. Comment 16 required that a flood analysis and flood control plan must be evaluated and <br /> submitted, including pit side armoring, river side armoring, inflow and outflow channels, or other <br /> appropriate measures. Comment 16 stated that the UDFCD Technical Review Guidelines for Gravel <br /> Mining&Water Storage Activities Within or Adjacent to 100-Year Floodplains (UDFCD Guidelines) <br /> will be used for the adequacy review. The DMRS also noted concerns in Comment 14 regarding the <br /> proposed 100-foot setback from the Cache La Poudre River and required plans for engineered inflow <br /> and outflow structures to be submitted. <br /> A review of the responses to the adequacy review dated June 6, 2011 and July 8, 2011 did not find a <br /> flood analysis and flood control plan based on hydraulic modeling. The setback was increased to 200 <br /> feet at potential erosion locations based on a site visit. There were no designs submitted for pit side <br /> armoring and river side armoring. The responses stated that the inflow and outflow channels would be <br /> constructed at the time of reclamation. <br /> Gravel mining operations were started by Martin Marietta in June 2012 under Permit No. M-2011-001 <br /> from the DMRS. The mining was interrupted in September 2013 when the riverside berm was breached <br /> and the mine flooded. The riverside berm was breached a second time on May 25,2014. Subsequently, <br /> Martin Marietta ended mining operations in June 2014. Reclamation work was conducted by Martin <br /> Marietta starting in February 2015 consisting of site grading and construction of a lake to reclaim the <br /> mine pit. The work included construction of inlet and outlet spillways to the lake. The lake was filled <br /> from March to May 2015. A flood washed out the spillways and breached the riverside berm at the <br /> northwest end of the lake on May 12,2015. The spillways were re-constructed in the spring of 2016 by <br /> Martin Marietta. The re-construction did net follow the notification and approval process of DMRS <br /> and a technical revision to the reclamation plan was submitted to DMRS in September 2017. The <br /> technical revision included revised grading plans and technical specifications. Construction activities <br /> on the revised plan started on October 25, 2017 and the landowner was notified on December 1, 2017 <br /> that all work was complete. <br /> The reclamation completed on December 1, 2017 includes an unlined lake with a surface area of 27.2 <br /> acres. Refer to Figure 1 for the location of the reclamation improvement components discussed in the <br /> following sections. The lake is separated from the river by a riverside berm about 5,400 feet in length. <br /> Trapezoid inlet and outlet spillways are located through the berm at the south side of the lake. The <br /> spillways are intended to equalize the water surface in the river and lake during flood events. The <br />