My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSPEC12965
DRMS
>
Back File Migration
>
Inspection
>
INSPEC12965
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 9:14:38 PM
Creation date
11/18/2007 8:58:35 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Inspection
Doc Name
INSPECTION REPORT
Inspection Date
6/11/1996
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.
/
8
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
III. COMMENTS -COMPLIANCE <br />Below are comments on the inspection. The comments include discussion of observations made <br />during the inspection. Comments also describe any enforcement actions taken during the <br />inspection and the facts or evidence supporting the enforcement action. <br />Diversion No. 1 perimeter ditch. The ditch was still functional and <br />was well vegetated. Two areas, in the perimeter collection ditch <br />that leads into the Ute pond from the west side, will need some <br />minor maintenance. Near the inlet to the Ute pond, the ditch is <br />deepening a little and may need filling in or riprap. Further <br />westward is one spot where the ditch is starting to fill in a <br />little. The capacity of the ditch is still sufficient, but <br />maintenance may be needed in the future. All of the other ditches <br />on site were examined and no maintenance problems were observed. <br />The eastern-most road ditch has been filled in with rock and dirt. <br />The ditch had begun to deepen and maintenance was needed. <br />There was a small amount of erosional head cutting about 50 feet <br />east of culvert GRS-2. This should be watched since it is adjacent <br />to the haul road. The outfall of culvert D-15 needs to be repaired. <br />The outflow has bypassed the riprap and has begun to down cut. <br />During the inspection, the operator removed a small grass clump <br />that had grown at the outlet of culvert JG-2. All of the other <br />culverts were clear and their outfalls were adequately protected. <br />On Map M51, Drainage and Sediment Control Plan, the symbol for <br />culvert JGag-1 needs to be rotated 90 degrees to show the proper <br />alignment in the field. <br />BEDIMENTATION PONDB <br />All of the No Name ponds, Nos. 2, 4 and 5, were discharging. No <br />Name No. 5, the NPDES location, was discharging at about 20 GPM. <br />The discharge was clear. All of the Johnson ponds were discharging. <br />This included Johnson Nos. 6, 7R, 8, 9R and lOR. At the NPDES site, <br />Johnson No. lOR, the discharge was at a rate of about 15 to 20 GPM <br />and was clear. Ute and Elk were both discharging at a trickle and <br />the discharges were clear. The seeps just upgradient of the Elk <br />pond are beginning to dry up. No longer flowing, they are just wet <br />areas now. <br />There was some water in West Buzzard No. 2. The water level in West <br />Buzzard No. 3 was several inches below discharge. The water level <br />in Coyote was several feet below discharge. The spring below the <br />Coyote pond was flowing at about 10 GPM. The water levels in West <br />Pyeatt No. 1 and No. 2 were two feet below discharge and two to <br />three feet below discharge, respectively. The Middle Pyeatt No. 1 <br />water level was two to three feet below discharge. There was some <br />water in East Pyeatt Nos. 2 and 3. The spring below East Pyeatt No. <br />3 was flowing at about 10 to 15 GPM. <br />
The URL can be used to link to this page
Your browser does not support the video tag.