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_REVISION - M1981302 (82)
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_REVISION - M1981302 (82)
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Entry Properties
Last modified
9/9/2022 3:50:55 PM
Creation date
11/21/2007 12:12:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981302
IBM Index Class Name
Revision
Doc Name
AFFIDAVIT OF JON R FORD PE
Type & Sequence
AM2
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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sss <br /> AFFIDAVIT OF JON R. FORD, P.E. <br /> STATE OF COLORADO ) <br /> ss. <br /> CITY AND COUNTY OF DENVER ) <br /> Jon R. Ford, P.E. being first duly sworn upon oath, does depose and state as follows: <br /> 1. I am the employed as a Vice President of Leonard Rice Consulting Water <br /> Engineers, Inc. ("LRCWE") located at 2401 Fifteenth Street, Suite 300, Denver, Colorado where <br /> I have worked as a Senior Ground Water Geologist since May,1989. <br /> 2. LRCWE was involved in assessing the impacts on the ground water system prior to <br /> the approval of the original mining permit issued to Flatirons Sand and Gravel Company in the late <br /> 1970's and again when the permit area was enlarged in 1988. <br /> 3. The Deepe Farm Pit site (the "site") is located on a broad terrace (about 3,000 feet <br /> wide) west of South Boulder Creek. Just west of the site and east of South Boulder Creek is another <br /> terrace about 50 feet higher. See Figure 1. The lower terrace is underlain by sand and gravel <br /> deposited during the last ice age by the ancestor to South Boulder Creek. <br /> 4. Ground water flows through the sand and grave] aquifer to the north down the valley <br /> (the lower terrace) parallel to South Boulder Creek. The aquifer is bounded by the higher terrace <br /> to the east and west because the terrace is composed of impermeable shale. The bottom of the <br /> aquifer is at the boundary between the sand and gravel and the underlying impermeable shale. See <br /> Figure 1. <br /> 5. The site was dewatered so that mining could occur. This was accomplished by <br /> installation of an interceptor trench that cut through the sand and gravel to shale. Mining removed <br /> essentially all of the aquifer within the mined areas. See Figure 1. Today a thin veneer of sand and <br /> gravel generally less than a foot thick remains. In some places this material is only water saturated <br /> during wet periods of the year. In other places,ground water from outside the mined area flows into <br /> the mined area and through the thin remnant of sand and gravel. <br /> 6. The fine fraction left after sand and gravel was removed from the mined material was <br /> used to backfill portions of the mined area. The Stage 4 area at the extreme southern extent of the <br /> permit area was refilled with fines to within a few feet of pre-mining elevations. The area located <br /> southeast of the Stage 1 area outside the berm at the site was also backfilled with fines. <br /> 7. Decreasing the number and size of the pit lakes will not negatively impact the ground <br /> water system in the area of the Deepe Farm Pit. Since the aquifer has essentially been removed <br /> within the mined area, the lakes would have to be constructed by excavating the shale layer. See <br /> Figure 1. Water to fill the lakes would then come from intercepting what little ground water flowed <br /> WMI <br /> EXHIBIT NO.24 <br />
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