HomeMy WebLinkAbout20131295 Ver 1_Site Visit on 11-18-2019_20191122Strickland, Bev
From: Browning, Kimberly D CIV USARMY CESAW (USA)
<Kimberly.D.Browning@usace.army.mil>
Sent: Friday, November 22, 2019 12:23 PM
To: Davis, Erin B; Haupt, Mac
Subject: [External] FW: Foust Creek Mitigation Site Visit on 11 - 18-2019
Attachments: Bare area.pdf, Foust Creek_UT1 Flow Gauge_MYS.pdf
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FYI
Kim Browning
Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers
3331 Heritage Trade Dr, Ste. 105 1 Wake Forest, NC 27587 1 919.554.4884 x60
BUILDING STRONG (r)
-----Original Message -----
From: Charlie Neaves [mailto:cneaves@wildlandseng.com]
Sent: Friday, November 22, 2019 9:58 AM
To: Browning, Kimberly D CIV USARMY CESAW (USA) <Kimberly.D.Browning@usace.army.mil>; Tugwell, Todd J CIV
USARMY CESAW (US) <Todd.J.Tugwell@usace.army.mil>
Cc: Jason Lorch <jlorch@wildlandseng.com>
Subject: [Non-DoD Source] RE: Foust Creek Mitigation Site Visit on 11-18-2019
Kim,
I called out one of the bare areas I think you are referring to in the attached figure. Can you confirm and mark the other
to make sure we're on the same page? These will be addressed in the MY5 report.
Flow data for UT1 is attached. This will also be discussed and attached to the MY5 report.
Thanks, Charlie
-----Original Message -----
From: Browning, Kimberly D CIV USARMY CESAW (USA) <Kimberly.D.Browning@usace.army.mil>
Sent: Thursday, November 21, 2019 11:13 AM
To: Charlie Neaves <cneaves@wildlandseng.com>; Tugwell, Todd J CIV USARMY CESAW (US)
<Todd.J.Tugwell@usace.army.mil>; Haupt, Mac <mac.haupt@ncdenr.gov>; Davis, Erin B <erin.davis@ncdenr.gov>;
olivia.munzer@ncwildlife.org; Dow, Jeremiah J <jeremiah.dow@ncdenr.gov>; Allen, Melonie
<melonie.allen@ncdenr.gov>
Cc: Jason Lorch <jlorch@wildlandseng.com>; John Hutton <jhutton@wildlandseng.com>; Shawn Wilkerson
<swiIkerson@wild landseng.com>; Andrea Thompson <athompson@wildlandseng.com>
Subject: RE: Foust Creek Mitigation Site Visit on 11-18-2019
Thanks Charlie. I'm not certain where veg plots 6 and 7 were, but there were two bare areas in the buffer near Station
1+20 that appeared to need supplemental planting --I'm not sure if those are the plots you discussed with Erin. Also,
Todd and I would like to see the flow data for UT1 at some point.
Thanks
Kim
Kim Browning
Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers
3331 Heritage Trade Dr, Ste. 105 1 Wake Forest, NC 27587 1 919.554.4884 x60
BUILDING STRONG (r)
-----Original Message -----
From: Charlie Neaves [mailto:cneaves@wildlandseng.com]
Sent: Wednesday, November 20, 2019 11:21 AM
To: Tugwell, Todd J CIV USARMY CESAW (US) <Todd.J.Tugwell@usace.army.mil>; Browning, Kimberly D CIV USARMY
CESAW (USA) <Kimberly.D.Browning@usace.army.mil>; Haupt, Mac <mac.haupt@ncdenr.gov>; Davis, Erin B
<erin.davis@ncdenr.gov>; olivia.munzer@ncwildlife.org; Dow, Jeremiah J <jeremiah.dow@ncdenr.gov>; Allen, Melonie
<melonie.allen@ncdenr.gov>
Cc: Jason Lorch <jlorch@wildlandseng.com>; John Hutton <jhutton@wildlandseng.com>; Shawn Wilkerson
<swilkerson@wildlandseng.com>; Andrea Thompson <athompson@wildlandseng.com>
Subject: [Non-DoD Source] Foust Creek Mitigation Site Visit on 11-18-2019
Hey Everyone,
Please see the attached notes from our visit to Foust on Tuesday and let me know if you have anything to add.
Thanks, Charlie
Charlie Neaves I Environmental Scientist
0:919.851.9986 x114 M:336.413.5317
Wildlands Engineering, Inc. <BlockedBlockedhttp://www.wildlandseng.com/>
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
Figure 3.0 Integrated Current Condition Plan View
(Key)
W I L D L A N D S 0 125 250 375 500 Feet Foust Creek Mitigation Site
ENGINEERING 7k�
I i I i I DMS Project No. 95715
Monitoring Year 5 - 2019
Alamance County, NC
Recorded In -Stream Flow Events
Foust Creek Mitigaiton Site (DMS Project No. 95715)
Monitoring Year 5 - 2019
558.0
557.5
557.0
v
556.5
v
m
3
556.0
555.5
555.0
Foust: In -Stream Flow Gage for UT1
Monitoring Year 5 - 2019
c -0 � > c on o_ u > u
LL 5 ¢ 5 ¢ Ln O z o
Rainfall UT1 Water Depth — — Thalweg Elevation — • Bankfull
4.0
3.5
3.0
2.5
c
2.0 w
c
to
Cc
1.5
1.0
0.5
0.0