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MRY. 5.2000 f3:36RM DIViMINERRLS&GEOLOGY <br />N0.709 P.2~3 <br />• • <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Deparonent of Na¢I21 Rnources <br />7373 Sherman 5r., Room 215 <br />Denver, (;,ulorad0 80203 <br />Phone: (303)Bfifi•3567 <br />FAX. f3031 832.8106 <br />DATE: May 4, 2000 <br />T0: Gregg Squire <br />FROM: Allen 5orcnsoa ~~ <br />RE: Adequacy Response Dated May 2, 2000, Mobile Pre-Mix Concrete Inc., <br />Riverbend Pit, File No. M-00.016 <br />DIVISION O F <br />MINERALS <br />GEOLOG <br />8111 Owem <br />Governor <br />Gre¢ E. Welcher <br />Eu[ulve Director <br />Mj[hael 9. Lang <br />Diririan D'vecmr <br />The following application adequacy items are limited to the portions of the application adequacy <br />rrsponse dated May 2, 20001abeled "Response to Mr. Allen Sorenson Comments Submitted oh April <br />13, 2000." <br />1. In order to obtain 20 percent liner replacement cost bonding, the Applicant has provided dgsign <br />drawings and specifications for the installation of the pit liner along with a quality assurante/quality <br />control plan. These documents will be binding under the terms of the permit. The followipg <br />additional specifications, statements, and modifications must be provided for the Division to <br />approve the liner plan and accept the proposed 20 percent liner bond. <br />• The Division will require a statement that the plans and specifications, once approved, could not be <br />altered without consent by the Division <br />• The moisture content specification should be changed to no mare than 1 percent dry of optimum for <br />the clay/shale core (zone 1) material. Lower permeability will result if the material is compacted <br />slightly wet of optimum. <br />• The applicant must provide a specification for maximum loose lift thiclmess fot placement of zone <br />1 and zone 2 materials, <br />• The applicant must prov#dc specifications for gradation and plasticity of zone 1 material. <br />2, The Applicant status the protective measures recommended by the Urban Drainage and Flood <br />Control District will be mployed to stabilize the areas between the pit and the river. These <br />protective measures will allow the Operator to mine within 200 feet of the river and within 100 feet <br />during the low flow seas n. The Urban Drainage and Flood Control District recommendations are <br />contained in the publi oa '"I'echttical Review Guidelines for Gravel Mining Activities; ' <br />December 1987. The A ]icant must describe which of the recommended protective measures will <br />be employed and where hey will be instaUcd. The Applicant must further provide a cost estimate <br />for the installation of the protective measures. The Division must bond far their installation to <br />assure that the riverside crtns will be adequately stabilized in the event of pernut revocation and <br />bond forfeiture. <br />