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2013-03-01_HYDROLOGY - P2010026
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2013-03-01_HYDROLOGY - P2010026
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Last modified
8/24/2016 5:14:15 PM
Creation date
3/15/2013 3:02:56 PM
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Template:
DRMS Permit Index
Permit No
P2010026
IBM Index Class Name
HYDROLOGY
Doc Date
3/1/2013
Doc Name
REQUEST FOR AUTHORIZATION TO INJECT
From
SHELL
To
DRMS
Email Name
THM
Media Type
d
Archive
No
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Shell has conducted extensive hydraulic testing in the Piceance Basin to refine the intervals of • <br />fracture and flow resulting in hydrostratigraphic zones that differ from the historical definition of <br />stratigraphic zones whereby the water - bearing intervals (WBI) considered to be equivalent to <br />stratigraphic subdivisions. Based on this differentiation of hydrostratigraphic units from stratigraphic <br />units, The WBIs are generally seen to be thicker than the stratigraphic units of the same names. In <br />particular, the L4 WBI is much thicker than the L4 defined solely on the basis of geologic <br />stratigraphy. For purposes of this Permit, the following geologic setting and definition of geologic <br />units pertinent to the UIC permit, the hydrostratigraphic definition of each WBI will be described for <br />strata from the surface to the Dissolution Surface. The balance of the stratigraphic section below the <br />L4 (including the R4, L3, R3, L2, R2,1_1, and R1) will be referred to as the "R4 Seal" because this <br />part of the stratigraphic section corresponds to the impermeable Saline Zone (Figure 3). Table 2.1 <br />provides a description of the hydrostratigraphy of the East RDD. <br />Uinta Hydrostratigraphic Zone <br />The Uinta Formation consists of discontinuous layers of silty sandstone, siltstone, maristone and <br />lenses (or tongues) of kerogen - bearing maristone. It forms the surficial bedrock over most of the <br />northern Piceance Basin. At the East RDD, the hydrostratigraphic sequence of the Uinta consists of <br />a 260 foot thick, tow permeability zone overlying a 684 foot thick water - bearing interval. <br />R8 Hydrosfrafigraphic Zone <br />The R8 oil shate (a hydrostratigraphic "seal" in Shell terminology) is the next hydrostratigraphic <br />unit and is approximately 60 feet thick within the East RDD. It is composed of interbedded oil shales <br />and occasional interbeds of siltstone, marlstone and volcanic tuff. Oil shale and maristone are <br />typically laminated and tan to dark brown in color. <br />A- Groove (1.7) Hydrostratigraphic Zone <br />Within the East RDD, the A- Groove or L7 hydrostratigraphic unit/WBI is approximately 114 feet thick. <br />It is composed of tan to yellowish -tan lean oil shale and silty maristone, and has a distinct <br />"weathered" appearance <br />R7 (Mahogany Zone) Hydrostrafigraphic Zone <br />The R7 hydrostratigraphic unit/seal is approximately 62 feet thick at the East RDD. The kerogen -rich <br />oil shale unit is usually laminatd or structuretess; however, blebby oil - is present, especially in <br />the richest beds. ' <br />B- Groove (L6 Hydrostratigraphic Zone) <br />Similar to the A- Groove, the B- Groove or L6 hydrostratigraphic unit (WBI) is composed of marlstone, <br />silty marlstone and lean to low -grade oil shale. Most of the B- Groove has a weathered or ieaahed <br />appearance and the upper one -half often contains a thick (5 to 10 feet) rubble horizon. The <br />approximate thickness of the B- Groove at the East RDD is 161 feet. <br />R6 Zone Hydrostratigraphic Zone • <br />The R6 hydrostratigraphic zone /seal is approximately 40 feet thick at the East RDD. The unit is <br />composed primarily of oil shale, vuggy oil shale, and maristone. Dissolution features are minor and <br />'rare in the R6 zone at the East RDD site. <br />L5 Zone Hydrostratigraphic Zone <br />The L5 hydrostratigraphic zone/WBI is similar lithologically-to the overlying R6 zone, however, it has <br />a lower average oil shale content and is therefore more brittle and contains more fractures. <br />Throughout the East RDD, the L5 zone is above the saline zone and is about 142 feet thick. <br />Stratification in these rocks is generally laminated, sometimes structureless. <br />Permit CO32210 -00000 6 FINAL PERMIT Statement of Basis <br />
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