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2005-12-12_REVISION - M1999025
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2005-12-12_REVISION - M1999025
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Last modified
6/16/2021 6:15:24 PM
Creation date
11/21/2007 5:03:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999025
IBM Index Class Name
Revision
Doc Date
12/12/2005
Doc Name
Submittal
From
Grand Junction Pipe & Supply Co.
To
DMG
Type & Sequence
TR3
Media Type
D
Archive
No
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located nearby. These inputs would be subtle and difficult to discern from other sources (i.e., <br />snowmelt infiltration). <br />Groundwater in hydraulic connection with the Colorado River was detected in well 5E-20. This <br />well is located approximately 750 ft south of the river and was the only well not to go dry during <br />the monitoring period. Depth to groundwater in SE-20 remained fairly static averaging 3.6 ft bgs <br />over the last three months (April through June), dropping 0.19 ft over this period. Groundwater <br />levels in this well did not reflect an increase associated with spring high river stage. Increases <br />were not reflected either because monitoring period did not extend long enough into June or <br />diminished 1999 spring flow conditions truncated the extent associated high groundwater reached <br />outlying areas from river. The other two wells transecting this site area, 5E-21&22, were not <br />screened as deep as 5E-20 to intercept the water table and therefore went dry prior to end of <br />monitoring period. <br />2.4.2 Wetland Delineation <br />Hydrogeologic investigation indicates that much of the wetland present at the proposed gravel pit <br />area is the result of irrigation practices and is therefore not within COE jurisdiction. A revised <br />wetland boundary was identified on the basis of hydrogeologic data. The original wetland <br />boundaries in the vicinity of Monument Creek are not influenced by the findings of the <br />hydrogeologic investigation. <br />The revised wetland boundary is shown on Figures MP-1 and W-1. The boundary includes the <br />imgation tailwater ditch along the south edge of the proposed gravel pit (approximately 1.45 <br />acres) and 4 ponded areas in the area of the proposed Processing Site (approximately .OS acres). <br />The ponded areas, shown as wetland islands on Figures MP-1 and W-1, appear to be the result of <br />previous excavations at the site, possibly performed to explore gravel resources. <br />Spring flow supports wet meadow conditions and groundwater recharge in localized areas along s <br />ections of the tailwater ditch. Based on extrapolated study results, approximately only 20% of the <br />1.45 acre wetland peripheral to the tailwater ditch would be strictly considered to be <br />jurisdictional. However, the project proponent elected to accept the entire 1.45 acre area as a <br />jurisdictional wetland to avoid further delineation expense. <br />2.5 Conclusions <br />Groundwater levels decreased in direct response to irrigation water being withheld from site areas <br />historically irrigated, levels dropping>2.Ito>3.9ftbgsovermonitoringperiod. Groundwater inputs <br />from artificial recharge via irrigation appear to dominate site wetlands water budget. These discharge <br />wetlands showed seasonal to semipermanent pond permanency over past irrigated growing seasons <br />but went dry early in monitoring period when irrigation water was withheld from site. <br />
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