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HYDRO28960
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HYDRO28960
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Entry Properties
Last modified
8/24/2016 8:48:02 PM
Creation date
11/20/2007 10:08:47 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981032
IBM Index Class Name
Hydrology
Doc Date
12/22/1980
From
NORTHERN COAL CO
To
MLR
Permit Index Doc Type
CORRESPONDENCE
Media Type
D
Archive
No
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<br />Suite 200. 760 So. Cobrado Blvtl. <br />P. 0. for 17583, Terminal Annex <br />Denver, Cobrado 80217 <br />Tekphone 303.753-1W00 <br />III IIIIIIIIIIIII III <br />RECEIVED <br />DFC 22 1980 <br />MINED LAND RECLAMATION=COAL' <br />COLO. DEPj, OF NATURAL RESOURCES <br />December 18, 1980 <br />Jim Herron <br />Reclamation Specialist <br />Mined Land Reclamation <br />423 Centennial Boulevard <br />1313 Sherman Street <br />Denver, Colorado 80203 <br />Dear Jim: <br />Northern <br />Coal <br />Company <br />Herein is a report of the groundwater monitoring related to construction <br />of the coal refuse facility near P1eeker. Construction began on November <br />3, 1980 and was completed on December 5, 1980. <br />Included is a list of all piezometers within the area, with groundwater <br />measurements taken before, during and after the construction process. <br />Weather during the construction was generally mild; November 13 was the <br />only day in which precipitation was experienced in the form of light <br />rain mixed with snow. <br />During construction, a number of wells were necessarily removed, and <br />these are shown on the revised map Figure 13.2.2-B. Also shown is the <br />location of the newly installed piezometer, RD-16, as requested during <br />our meeting of October 2, 1980. <br />The trench drain between piezometers P-2 and P-3 was constructed according <br />to the permit plans on December 1 through December 3. Maximum depth was <br />16 feet and no trace of water was encountered anywhere in the excavation. <br />In view of this, piezometers RD-16 and P-3 showed relatively no change <br />in groundwater level. Because no water was encountered in the trench <br />drain on the refuse side of the road, there was no need to install the <br />tentative drains on the south side. During construction, water was <br />encountered in only two locations: 1) a soggy area in the watershed <br />diversion ditch near the lower stock pond. 2) a wet area along the <br />inside toe of the road from station 2+50 to 4+30. To insure road <br />stability, an additional trench drain was installed along this area <br />as shown on revised map 13.2.2-B. Average depth of the drain was 3 <br />feet and it produced water at a rate of about 5 gallons per minute. <br />
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