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<br />Applega#e ~ <br />Gr®~~, Inc. <br />Mareh 11,2005 <br />Ms: SuzanneJanzen <br />Lafage West, Inc. <br />10170 Church Ranch Way, Suite 200 <br />Westminster, CO 80021 <br />RE: Lafarge West, Inc., Riverbend Operation <br />Response to Adequacy Review <br />ll2c Permit Amendment Ol, Permit No.,M-2000- 6 <br />Deaz Suzanne: <br />JUL 13 2005 `"~ <br />DIvl3len of fei::;,:,,t. t Csclsrjy <br />The purpose of this letter is to 'provide you with responses to The Division' of Minerals and <br />Geology's ("DMG") adequacy review of-the ] 12c Permit Amendment to Lafarge West, Inc. <br />("Lafazge's") Riverbend Operation (Permit No: M-2000-016).. Specifically, this letter will <br />address unresolved issues from DMG's comments regazding Exhibits I), E and G in its adequacy <br />review letter .dated February 11; 2005. For clarity we will list each of DMG's comments <br />,followed by the respective responses. <br />9. The Reclamation Plan- identifies five cells and one existing pond that will be used for silt <br />storage and reclaimed as wetlands. Since these silt storage cells have the potential to act <br />as barriers to groundwater flow, the applicant must assess the potential .impact and <br />commit to specific mitigation measures: <br />The silt ponds identified in the reclamation plan will impact the flow. of groundwater surrounding <br />each pond by effectively lowering the hydraulic conductivity in the area. Similar to the effects <br />on the groundwater flow in the vicinity of a lined pond, some increase in groundwater elevation, <br />or mounding may occur on the up-gradient side ofeach silt pond; decreases in-the elevation of <br />the groundwater table, or shadowing, may occur on the down-gradient side. of each silt. pond. <br />Based on our review of the location wells and other potentially effected structures in the vicinity. <br />of the silt ponds, as well as our review of the groundwater modeling previously completed for <br />the site; the effects on the groundwater flow from, these silt ponds is negligible. There aze five <br />silt ponds identified in the reclamation plan. Each of these ponds will be reclaimed as wetlands, <br />and we will discuss the potential impacts from each in tum. <br />First, Ce112 in Phase .1 will be located on the east side of the South Platte River in the southeast <br />comer of the site. There are two wells located to the north and southeast from this pond that <br />could potentially be impacted by this pond. Lafage controls the well located to the north of the <br />pond, permit no. 13699; as such we will not consider the effects to this well. As for the potential <br />effects to the well located to the southeast of the pond (permit no.'16352]), the lining of Cell.1; <br />which lies between Ce112 and the well, will have a greater impact on the water levels in the well. <br />The groundwater model determined the ultimate effect of the reclamation of the site on the well <br />7499. WesP1201b Avenue, Suite 200 (303j 452-6611 • Fax (303) 452-2759 <br />Denver, Coloratlo 80234-2759 ~ - www.applegategroup.com <br />