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SPDSS_Task39-4_Phase3_FinalWaterLvlMeasurement
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SPDSS_Task39-4_Phase3_FinalWaterLvlMeasurement
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Last modified
4/17/2013 9:19:37 AM
Creation date
6/10/2008 10:42:08 AM
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Decision Support Systems
Title
SPDSS Task 39.4 - Final Water Level Measurement - Phase 3
Description
This technical memorandum documents the methods and results of Tasks 39.1-39.3, and focuses on field data collection with limited analysis provided.
Decision Support - Doc Type
Task Memorandum
Date
9/27/2006
DSS Category
Groundwater
DSS
South Platte
Basin
South Platte
Contract/PO #
C153953
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
CDM
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discussed in Section 1.0 and from municipal and consultant contacts established during SPDSS <br />Phase 2 Task 37. Task 37 included the solicitation of aquifer pumping tests from entities and <br />also the completion of new aquifer pumping tests. The candidate list was evaluated using the <br />criteria listed above. Four wells, each completed in one of the principal Denver Basin bedrock <br />aquifers, were selected and presented to the State for their approval. Verification that each well <br />was completed in only one aquifer was accomplished by comparing the construction reports to <br />the SPDSS Phase 2 bedrock aquifer configuration data. The four wells are located northeast of <br />Castle Rock at the Castle Oaks 3 (C03) and Castle Oaks 6 (C06) well fields, as shown in Figure <br />4. Each of these well fields is owned by a private entity. The well names and the aquifers they <br />are completed in are as follows: <br />o C03-LTDW (Lower Dawson Aquifer) <br />o C03-TKD (Denver Aquifer) <br />o C03-KLF (Laramie-Fox Hills Aquifer) <br />o C06-KA (Arapahoe Aquifer) <br />A site visit was performed to evaluate the well according to the above criteria and to measure <br />the depth to water at each well. Following the site visit, final approval was given by the State <br />SPDSS project team to instrument the wells with data loggers. A locking well cap was designed <br />and built for each well to allow the data logger and its associated cable to be secured inside the <br />well. <br />2.2 Installation of Monitoring Equipment <br />On May 2, 2006, non-barometric compensating data loggers were installed in the wells and <br />programmed to collect water level readings on hourly intervals. Additionally, to allow for <br />compensation for barometric pressure changes on the water levels, separate barometric <br />pressure transducers and data loggers were installed in the C03-LTDW and C06-KA wells. <br />(Note: the data loggers discussed in Section 1.2 are barometric compensating data loggers; <br />therefore, a barometric pressure transducer and data logger is not needed for those sites).Table <br />2 presents the initial depth to groundwater, date of measurement, length of cable, and the <br />approximate depth of the data logger. <br />Table 2: Bedrock Monitoring Wells Details <br /> <br />Well Identifier <br />Date Measured Depth to Groundwater <br />(ft bgs) Depth to Data logger <br />(ft bgs) <br />C03-LTDW 5/2/06 275.6 481 <br />C03-TKD 5/2/06 561.9 781 <br />C03-KLF 5/2/06 819.9 1382 <br />C06-KA 5/2/06 1081.1 1682 <br />ft bgs- feet below ground surface <br />SPDSS Phase 3 Task 39 Technical Memarandum -Final 10 <br />09/27/2006 <br />
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