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SPDSS_GW_PRC_Mtg_Minutes_20051118
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SPDSS_GW_PRC_Mtg_Minutes_20051118
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Last modified
9/26/2011 8:53:31 AM
Creation date
6/12/2008 9:41:01 AM
Metadata
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Template:
Decision Support Systems
Title
SPDSS Phase I & II Groundwater Peer Review Meeting Minutes
Description
Meeting Minutes from 11/18/2005
Decision Support - Doc Type
Peer Review
Date
11/18/2005
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
Brown & Caldwell
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The comments were provided in pdf format and are included in Appendix A. Responses to each <br />numbered comment are provided below. <br />Task 42.2 -Bedrock Configuration <br />1. The text was modified to indicate that the `net sand thickness' is the sum of sand plus silt. <br />2. The text was modified to clearly indicate that all bedrock picks were made by SEO staff. <br />3. The computed elevation of the aquifer top and bottom surfaces are available from the State in <br />GIS format; therefore, the ability to compute aquifer thickness exists. <br />4. Comment noted. The maps of net sand thickness are based on the SEO database of <br />geophysical log picks. <br />5. The appendix has been modified as requested to include a brief explanation for each outlier. <br />This is now Appendix B in the Final Phase 2 Technical Memorandum. <br />6. The study team feels the conclusions and recommendations (regarding adequacy of bedrock <br />surface and inclusion of confining units when conducting regional-scale modeling) are <br />reasonable and appropriate. <br />Task 42.3 -Alluvial Configuration <br />Comments noted. The comment relating to water level trends in the Upper Black Squirrel region <br />is addressed through revised text in the Task 44 Technical Memorandum to note potential <br />pumping effects on water levels. <br />Task 43.2 -Denver Basin Properties <br />1. The study team used the existing data to its fullest extent to obtain estimates of hydraulic <br />conductivity and we recognize some of the limitations of these methods as noted in the comment. <br />2. The text for Conclusions #6 and 8 have been revised to acknowledge the uses of specific yield <br />data and to note the need for additional processing of aquifer K data before its use in the bedrock <br />aquifer modeling. <br />3. We note the concerns about conducting aquifer pumping tests due to their higher cost but feel <br />this is the best way to obtain high-quality aquifer property data. <br />Task 44.2 -Denver Basin Water Levels <br />1. The analysis maybe conservative but accurately depicts the data. The study team has <br />enhanced the Phase 3 Task 44.2 Technical Memorandum to include sections on water level <br />trends; please see Sections 1.5 and 3.2 of the Phase 3 memo for this discussion and presentation <br />of the trends.. We respectfully disagree that conclusion #2 overstates the situation when it says <br />that the data provided in this memo represents an important addition to the knowledge and <br />
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