_INSPECTION - C1994082 ‎(41)‎

• Permit No: C1994082
• IBM Index Class Name: INSPECTION
• Doc Name: Inspection Report
• Inspection Date: 7/15/2009
• Email Name: DTM
• Media Type: D
• Archive: No

III. COMMENTS-COMPLIANCE
Below are comments on the inspection. The comments include discussion of observations made during the
inspection. Comments also describe any enforcement actions taken during the inspection and the facts or
evidence supporting the enforcement action.
YPM-8 watershed exclusion area boundary line would extend due west from
the north edge of the YPM-8 corridor crossing of the temporary maintenance
road, then generally south following the disturbed area boundary to the
Section 17/20 boundary,then due east along the section line to the northern
end point of permanent road LU3B, then northwest along the outside edge of
the temporary road (extension of LU313)to the south edge of the YPM-8 road
crossing,then due east to the disturbed area boundary, then northwest
following the disturbed area boundary to the north edge of the YPM-8
disturbance corridor, then southwest along the channel corridor to the point
of origin.
Slopes and channels north of the YPM-8 road crossing through the Neck Pit area were closely
observed and measurements were taken along various segments of Channels YPM-16 and YPM-
22. The channels were properly constructed and lined in conformance with the approved permit,
and appeared stable. A TRM lined "ice jam overflow" channel had recently been constructed
along YPM-22, due to "jump out" and associated gully erosion that occurred this spring during
snowmelt. YPM-20 is a short TRM lined channel segment that runs out of the SP07 shrub plot
and is intercepted by the LU3A road ditch. The channel was recently constructed and appears
stable. In the original design for YPM-20, the channel continued down the slope toward the
"Bear Bait Draw" drainage;but the design changed with approval of TR-37, due to the approval
of LU3A as a permanent road. SL-2 maps depict the proposed original alignment of the channel,
and the corridor extends a short distance downslope of the road,because at the time of SL-2
preparation, that was the approved plan.
Minor slope settlement has occurred on the reclaimed slope west of LU3A and north of the
SP07-1 shrub establishment area. There are remnant cracks along the slope,but the maximum
scarp height is approximately 1 foot. The slope is well vegetated and the cracks appear to be
healing over. The slope area will need to be watched but remedial measures do not appear to be
warranted.
Photographic documentation of the locations and features described in the Neck Pit area is
included in Attachment 2 to this inspection report.
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