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2011-06-02_APPLICATION CORRESPONDENCE - C2010089 (19)
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2011-06-02_APPLICATION CORRESPONDENCE - C2010089 (19)
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Last modified
8/24/2016 4:34:06 PM
Creation date
9/8/2011 1:00:33 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C2010089
IBM Index Class Name
Application Correspondence
Doc Date
6/2/2011
Doc Name
BBA Water Consultant Report
Section_Exhibit Name
Section 2.05.6(3) Appendix 2.05.6(3)-1a
Email Name
MLT
Media Type
D
Archive
No
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• <br />Month <br />Jan <br />Feb <br />Mar <br />Apr <br />May <br />Jun <br />Jul <br />Aug <br />Sep <br />Oct <br />Nov <br />Dec <br />Total: <br />Pumping <br />Amounts (af) <br />0.024 <br />0.038 <br />0.043 <br />0.035 <br />0.066 <br />0.084 <br />0.082 <br />0.080 <br />0.050 <br />0.040 <br />0.025 <br />0.043 <br />0.610 <br />Equilibrium <br />Lagged Pumping <br />Depletion (af) <br />0.039 <br />0.035 <br />0.043 <br />0.040 <br />0.049 <br />0.061 <br />0.069 <br />0.071 <br />0.061 <br />0.053 <br />0.042 <br />0.043 <br />0.605 <br />Notes: <br />Depletions and accretions calculated using the IDS <br />AWAS software and the following parameters <br />Pumping: <br />T = 530 gpd/ft. <br />s = 0.0001. <br />x = 4,500 feet. <br />infinite aquifer boundary option <br />Return Flows: <br />T = 160 gpd/ft. <br />s = 0.000082. <br />x = 7,420 feet. <br />infinite aquifer boundary option <br />Table 4.A <br />Western Fuels <br />Potable Well Pumping Stream Depletion Analysis <br />Equilibrium Stream Depletions <br />Cyprus Block <br />Septic and Lawn <br />Irrigation Return <br />Flows (at) <br />0.022 <br />0.032 <br />0.033 <br />0.032 <br />0.038 <br />0.041 <br />0.041 <br />0.040 <br />0.035 <br />0.033 <br />0.022 <br />0.033 <br />0.402 <br />Estimated Lagged <br />Return Flow <br />Accretion (al) <br />0.033 <br />0.029 <br />0.032 <br />0.032 <br />0.033 <br />0.033 <br />0.035 <br />0.036 <br />0.035 <br />0.036 <br />0.034 <br />0.034 <br />0.400 <br />Net <br />Stream <br />Affect (at) <br />0.006 <br />0.006 <br />0.010 <br />0.009 <br />0.016 <br />0.028 <br />0.035 <br />0.035 <br />0.026 <br />0.017 <br />0.008 <br />0.009 <br />0.205 <br />
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