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Cblue eorth <br /> SOLUTIONS <br /> October 15, 2018 <br /> Colorado Department of Natural Resources <br /> Division of Reclamation, Mining and Safety <br /> Attn: Mr. Jared Ebert <br /> 1313 Sherman Street; Room 215 <br /> Denver CO, 80203 <br /> RE: Response to Adequacy Review Comments for North Weld County Water District, <br /> Lamb Lakes, File No. M-2018-039 <br /> Dear Mr. Ebert: <br /> The following discussion and attachments are submitted on behalf of our client, North Weld <br /> County Water District, in response to the Adequacy Review comments prepared by the Division <br /> of Reclamation, Mining and Safety (the Division) dated September 11, 2018 for the Lamb Lakes <br /> site Regular (112) Operation Reclamation Permit application. The information and discussion <br /> below address each comment as it was presented by the Division. <br /> Rule 6.4.3 —Exhibit C—Pre-mining and Mining Plan Map(s) of Affected Lands <br /> 1. The topographic lines on Exhibits C-5, C-6, and F-1 have been corrected. Please see the <br /> revised exhibits in Attachment A. <br /> 2. The Fort Collins Irrigation Canal Ditch and Larimer and Weld Irrigation Ditch have been <br /> labeled on Exhibit C-6. Please see the revised Exhibit C-6 in Attachment A. <br /> Rule 6.4.4—Exhibit D—Mining Plan <br /> 3. According to the 1987 Home Office Pit Amendment by Sterling Sand & Gravel <br /> Company, topsoil and overburden was removed from the site during mining. The <br /> amendment suggests that the site originally consisted of approximately 1-foot of silty <br /> topsoil and from 1.5 to 3 feet of silty/sandy clay overburden. However, the amendment <br /> and other documents also indicate that only enough quality topsoil was stockpiled to <br /> replace an average of 8 inches during reclamation. Site observations confirm that a <br /> relatively thin layer of topsoil exists on the site. <br /> The applicant shall salvage all available topsoil on-site, likely less than 8 inches, prior to <br /> additional mining and reclamation disturbances. It is assumed that significant quantities <br /> of overburden do not exist on-site. Overburden, or "weathered bedrock", which could <br /> have similar properties to the original clay overburden, may be encountered during <br /> additional excavation on the lake bottoms. Layers of decomposing organic material may <br /> also be encountered during lake dewatering and excavation. However, at this time the <br /> potential quantities of these materials are not known. If these materials are available, and <br />