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Structure Agreement <br /> This letter has been provided to you as the owner of a utility on or within two hundred(200)feet of a <br /> proposed mine site. The State of Colorado,Division of Reclamation,Mining and Safety("Division") <br /> requires that where a mining operation will adversely affect the stability of any significant,valuable <br /> and permanent man-made structure located within two hundred(200) feet of the affected land,the <br /> Applicant shall either: <br /> a) Provide a notarized agreement between the Applicant and the Person(s)having an interest in <br /> the structure,that the Applicant is to provide compensation for any damage to the structure; <br /> or <br /> b) Where such an agreement cannot be reached,the Applicant shall provide an appropriate <br /> engineering evaluation that demonstrates that such structure shall not be damaged by <br /> activities occurring at the mining operation;or <br /> c) Where such structure is a utility,the Applicant may supply a notarized letter,on utility <br /> letterhead, from the owner(s)of the utility that the mining and reclamation activities,as <br /> proposed,will have"no negative effect"on their utility.(Constncction Materials Rule 6.3.12 <br /> and Rule 6.4.19&Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) <br /> The Colorado Mined Land Reclamation Board("Board')has determined that this form, if properly <br /> executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a),Rule <br /> 6.4.19(a), and C.R.S. §34-32.5-115(4)(e)and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule <br /> 6.4.20(a), and C.R.S. §34-32-115(4)(d). This form is for the sole purpose of ensuring compliance <br /> with the Rules and Regulations and shall not make the Board or Division a necessary party to any <br /> private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in <br /> the Board or the Division. <br /> The following utilities are located on or within 200 feet of the proposed affected area: <br /> 1. J /eaSL 1_4Cr 1V Pr_a_;,n C_ -3 � P✓,� J,1 y ;n Ac+-ic'od",eeij-11 �,' uk/,�Y <br /> 2. P 1­ crrod V7/✓e'S <br /> (Please list additional structures on a separate page) <br />