20130223 Ver 4_Nov 4 Sites 13 and 9 Inspection_20151104

Wetland Inspection Report
Project Num: 20130223 Version: 4
Project Name: NCDOT- Greensboro Western L
County: Guilford
Location: NCDOT- Greensboro Western Loop (U-2524 C& D)
Latitude: +36° 08'
SW Plan Location
Site Owner Name NC DOT PDEA
Inspection Date: 11/4/2015
Reason for Inspection Routine
Inspection Type: Site Inspection (DOT)
Inspection Contact Person:
On-Site Representative(s):
Title:
Primary Inspector: Dave Wanucha
Secondary Inspector(s):
Facility Compliance Status: � Compliant ❑ Not Compliant
Program Areas: Standards/Sediment
Question Areas:
� Unpermittable Activities
Inspection Summary:
Follow up is needed to determine if temporary stream crossing is underdesigned.
Status: Issued
Project Type: Road
maintenance/repair/improvemen
Region: �linston-Salem
Longitude: -79° 53' 04"
Phone:
Phone: [phone]
page: 1

Site Number: 20130223 Owner: Thorpe, Gregory
Inspection Date: 11/4/2015 Inspection Type: Site Inspection (DOT) Reason for Visit: Routine
Unpermittabie Activities
# Note: This section should be completed only if the impact is unpermittable (eg. Sediment, draining
wetlands, etc.).
Is stream(s) free of unpermittable impacts?
Is wetland(s) free of unpermittable impacts?
Is open water(s) free of unpermittable impacts?
Are other standards being met (turbidity, pH, etc.) in all surface waters onsite?
Are surFace waters on the site free of illegal discharges?
Yes No NA NE
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Comment: I met with Jerry Parker, Bill Snell and Bob Brady to review sediment losses in wetlands near Sites 13 and
9. At Site 13, sediment deposits were determined to be normal over top of bank flooding obyHorsepen
Creek which deposited sediments within the floodplain wetlands. The cause of the flooding was due to
extreme rainfall. However, it may have been exacerbated by the temporarv stream crossinq. I requested
that Bill double check the hydraulic capacity of the crossing and determine if more capacity is needed and
to follow-up. Site 9 was still too wet to commence with removal of sediment from wetland underneath
temporary bridging. Erosion measures were in place but were overwhelmed.
page: 2