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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />1.3 Non-Trihutarl Ground Water <br /> <br />1.3.) Dem"er Basin - The non-tributary ground water available to the \vater providers in the <br />South ~tetro Area is from the Denver Basin. The Denver Basin includes four aquifers that <br />underlie the entire Denver ~tetropolitan Area and large areas north. south and east of Denver. <br />The Denver Basin generally ranges from the TO\lm of Greeley on the north, to Colorado Springs <br />on the south. and from the foothills on the west. almost to Limon on the east. The total aerial <br />extent of the Denver Basin is approximately 6.700 square miles. The extent of the Denver Basin <br />Fonnation is sho\\TI on Figure 1.2. <br /> <br />A cross-section of the Denver Basin is sho\\TI in Figure 1.3. This figure shov,'s the four aquifers. <br />or water saturated sandstone layers. that arc bowl-shaped with one aquifer sitting upon the next <br />separated by low renneability strata. The shallowest aquifer is the Da\vson Fom13tion. The next <br />deeper aquifer is the Denver Fonnation. The third aquifer is the Arapahoe Fomlation and the <br />bottom aquifer is the Laramie-Fox Hills Formation. Each ofthesc aquifers consists of sandstone <br />layers separated by layers of 10\\' pemleability materials. <br /> <br />Douglas County and South-Central Arapahoe County arc underlain by the Denver Uasin aquifers <br />and this water resource has been used as the primary municipal water source for developing <br />urban area'i in the Study Area. The aquifers arc deep sedimentary rock formations that are <br />characterized by very 100v recharge rates and are considered to be a non-renewable watcr <br />resource. This ground water source has. however. been in relatively plentiful supply and urban <br />developments have bcen able to use the water to largely meet their water demands. <br /> <br />State and federal studies of the Denver Basin Aquifers havc generally characterized the aquifers' <br />hydrogeologic nature. This information has been used by regulatory and planning agencies to <br />describt, water availability and regulations that guidl.' the- management and development of the <br />ground watl'r resources, Key reports dr.:scribing th~ aquifers include Bedrock AtJ/(~fers in the <br />Denwr Basin. Colorado - A Qw.Jntitalh'e Water Resources Appraisal- United States Geological <br />Survey Professional Paper No. 125. 1987 (Reference 1.1) and Dem'cr Basin and Smtih Platte <br />Ril'Cr Basin Technical SlU(~)' - Senare Bill 96-07-1. Special Waler Committee. October 1997 <br />(Reference 1.2). \lore detailed infomlation can be gathered from those and other reports <br />referenced in this study. <br /> <br />Approximately 485 square miles of the Denver Basin aquifers underlie Douglas County. The <br />sedimentary rocks that make up these four major aquifl:rs exhibit highly variable water <br />producing characteristics across the basin. <br /> <br />1.3.1.1 Da,,,"son Aquifer - The Dawson Aquifer is the upper most aquifer and covers a total of <br />approximatdy 1.400 square miles. Its greatest thickness is in the south fringes of the Study Area <br />at over 1200 feet in the vicinity of Monument in EI Paso County. The Dawson is at or near the <br />land surface throughout the Study Area. The aquifer is primarily a conglomerate of coarse- <br />grained sandstones \\ith minor amounts of interbedded clay and clay shale. At the base of the <br />Dawson aquifer and at the interface with the Denver Formation. a shale unit averages 25 to 50 <br />feet. <br /> <br />1.3.1.2 Dcnn'r Aquifer - The Denver aquifer consists of a series of interbedded clay shale. <br />claystone. siltstone. and sandstone lenses. The aquifer underlies an area of approximatdy 3.500 <br /> <br />PJge 1.3 <br />