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2010-12-17_REVISION - C1981019 (140)
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2010-12-17_REVISION - C1981019 (140)
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Last modified
8/24/2016 4:28:03 PM
Creation date
1/29/2009 2:12:53 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
REVISION
Doc Date
12/17/2010
Doc Name
Exhibit 7 Item 22 Collom Pit Regional Hydrogeologic Model
Type & Sequence
PR3
Email Name
JRS
Media Type
D
Archive
No
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Model development DRAFT 13 <br />• Layer 9 - bottom of Gc coal to mid distance between bottom of Gc coal <br />and top of Fab coal; <br />• Layer 10 - mid distance between top of I sequence and bottom of Gc <br />coal to bottom of Gc coal; <br />• Layer 11 - top of I sequence to mid distance between top of I sequence <br />and bottom of Gc coal; <br />• Layer 12 - top of KM to top of I sequence; <br />• Layer 13 - bottom of KM to top of KM; <br />• Layer 14 - top of Trout Creek Sandstone to bottom of KM; <br />• Layer 15 - middle of Trout Creek Sandstone to top of Trout Creek <br />Sandstone; and <br />• Layer 16 - bottom of Trout Creek Sandstone to middle of Trout Creek <br />Sandstone. <br />Valley fill layers <br />The valley fill deposits are included as the upper two layers (Layers 1 and 2) in the <br />model. The bottom elevation of the valley fill (top of bedrock) is estimated from the <br />bedrock surface in the KEC geological model and the estimated thickness of valley fill <br />deposits based on borehole data and professional judgment from projects with similar <br />geomorphic characteristics. Figure 3.9 shows the thickness of valley fill represented in <br />the model. The top of the valley fill layer is the ground surface in the streams drainage <br />valleys. <br />3.3.1 Hydraulic conductivity <br />Prior to model calibration, initial estimates of the hydraulic conductivity of the bedrock <br />hydrogeological units were assigned based on values measured from individual well <br />tests and the pilot dewatering test. Initial estimates are described below: <br />• Transmissivity estimates from the pilot -dewatering test average about <br />15 ft2/d over the saturated bedrock interval from the Gc to the water <br />table. Based on flow meter tests conducted in the pilot dewatering well, a <br />transmissivity of about 10 ft2/d is attributable to the F/G sequence (this <br />value was assigned to layers 8 and 9 in the model) and about 5 ft2/d to <br />units above the Fab seam (this value was assigned to layers 3 through 7 <br />in the model). <br />• Based on the type of units that are present, the transmissivity of the <br />sequence below the Gc to the KM (model layers 10 through 12) was <br />considered to be similar to the transmissivity of the sequence above the <br />Fab and was set at the same value as layers 3 through 7 (i.e., 5 ft2/d). <br />2572-R3 Colowyo Coal Company, L.P. <br />Water Management Consultants
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