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Home > Explore! > Water Resources > Freeport Basin Study The Freeport Basin Study: |
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The primary water users within the watersheds are the Freeport Water District with two large capacity gravel pack wells and individual domestic water wells predominantly installed in fractured bedrock. Since the single largest water user is the Freeport Water District, the focus has been on the two municipal wells. A thorough review was conducted of existing data on Maine Geological Survey (MGS) maps, soil surveys, the MGS bedrock well database, and files containing hydrogeologic reports and data maintained by the Maine Department of Environmental Protection and Freeport Water District. A noted hydrogeologist with extensive expertise in the Freeport area was also interviewed and his privately held files were generously provided for review.
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Existing MGS sand and gravel aquifer maps were examined to identify areas which contained sparse subsurface data. To fill these gaps in the ground-water data, seismic refraction surveys were completed in order to measure the depth to bedrock and the depth of the water table surface (Figure 3). Refer to the site on Seismic Refraction Profiling for more details concerning the use of 12-channel seismic refraction as a tool in sand and gravel aquifer mapping. |
To characterize surface runoff, five stream discharge measurement sites were selected (Figure 4). During 2009, weekly discharge measurements were taken at these sites (Figure 5). This work required sufficient measurements over a range of flows in order to determine monthly mean discharge (Figure 6 and Figure 7). Monthly mean discharge for the selected sites comprised a very important input into the ground water model and was determined through a record extension technique developed by the USGS.
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Since there was very little hydraulic head data in the sand and gravel deposits along the northern boundary of the model, it was decided that test drilling and monitoring well installation were necessary. This exploratory work also helped to characterize subsurface materials as well as bedrock depth (Figure 8 and Figure 9). These two wells (MW-1 and MW-2, Figure 4) straddled a drainage divide to the north of the study area as well as the model boundary and helped to identify a possible hydraulic connection between the Harvey Brook aquifer and the East Branch of the Chandler River.
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At this juncture, all field data has been collected. All available data was used in the development of a detailed three-dimensional ground water flow model developed by the U.S. Geological Survey (USGS). The USGS utilized the widely accepted model known as MODFLOW to simulate ground water flow within the drainages. Model simulations are currently being run for varying conditions and a report is being prepared with anticipated publication in 2011. The results of the modeling effort will likely appear as a follow-up Site of the Month, also in 2011.
Text and photos by Daniel B. Locke
Originally published on the web as the May 2010 Site of the Month.
Last updated on June 11, 2010
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