My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002-03-13_REVISION - M1979089 (2)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1979089
>
2002-03-13_REVISION - M1979089 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:42:27 PM
Creation date
11/21/2007 3:07:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979089
IBM Index Class Name
Revision
Doc Date
3/13/2002
Doc Name
Amendment Application
From
Grand Junction Pipe & Supply Co.
To
DMG
Type & Sequence
AM3
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
71
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Grand Junetioa Pipe <br />Surficial Geology Investigation, 23 Road Proposed Gravel Pit, Grand Junction, Colorado <br />February 26, 2002 Page <br />SITE GEOLOGY <br />The tract is located within the geologically active flood plain of the Colorado River. This active flood plain is <br />composed of approximately 15 to 25 feet of unconsolidated soils which aze underlain by a very thick sequence <br />of sedimentary rocks. <br />Portions of the Dakota Formation and Basal Mancos Shale aze believed to be the `bedrock' beneath this site but, <br />do not outcrop on the north side of the Colorado River in the Grand Junction area. The Dakota Formation and <br />Mancos Shale is part of a thick sequence of sedimentary rocks which gently dip or slope toward the north <br />northwest. This dip in this general area ranges from approximately 4 to 8 degrees from the horizontal. <br />At the present ground surface, a sandy gravel and gravel and cobble alluvial deposit was encountered at the south <br />end of the tract. In the northern portion, where there aze existing agricultural fields, the surface soils aze <br />wmposed of a silty clayey sand, clayey silty sand and silty clan which maybe 5-10 feet thick. Numerous small <br />Sand, Siit and Clayey deposits are present on the ground surface, as a result of overbank flooding and normal <br />river depositional processes. This coarse grained gravel and cobble deposit is the Present Terrace Deposit of the <br />Colorado River. This gravel and cobble deposit is relieved to be between 15 to 25 feet in thiclmess, based upon <br />auger boring logs in this general area. This is the gravel deposit which is to be extracted and processed. ht <br />general, the upper 3 to 5 feet ofthe gravel and cobble is somewhat sandier and may contain some thin silt, sand <br />and clayey deposits. The maximum cobble size is no~u,a".; ~Z the range of 7 to 9 inches (square screened size) <br />but the lower 4 to 6 feet of the deposit may wntain occasional cobbles up to 12 to l6 inches in diameter. <br />In this particular area of the grand valley the bedrock is discordant and does not show a fine line between the <br />Dakota Fom~ation or the Marcos Shale. Thus, the bedrock is somewhat of a combination of the two formations, <br />however, most prominently by the Dakata Formation. <br />The Dakota Formation is believed to be less than 100 feet thick in this particular area, based upon exposures <br />of the geologic rock section in the river bluff on the south side of the Colorado River. The rock exposures in the <br />river bluffto the south also include the Burro Canyon/Morrison Formations (undivided). The Dakota Formation <br />th the Redlands Area of Grand Junction is generally described as a series of interbedded sdtstone and sandstone, <br />with dazk gray to gray black thin bedded to laminated bedded carbonaceous shale, mudstone and siltstene. <br />The Marcos Shale is described as a thin bedded, drab, light to dark gray marine shale, with thinly interbedded <br />fine grain sandstone and siltstone layers. Some portions of the Marcos Shale are bentonitia, and therefore, are <br />highly expansive. The majority of the shale, however, has only a low to moderate expansion potential. <br />GROUND WATER <br />The ground water elevations aze believed to be within 3 to 8 feet of the ground surface and are largely controlled <br />by the elevation of the Colorado River . nd irrigation practie. > north of this site and north of Grand Junction. <br />This ground water should be considered a permanent feature of the site. Dewatering of the open pit during <br />mitring will be required. <br />A deeper ground water is present in the underlyu:; :Ji:k 2~,.osits. This tower ground water is within several <br />
The URL can be used to link to this page
Your browser does not support the video tag.