20190863 Ver 1_More Info Received_20210211

Strickland, Bev
From: Browning, Kimberly D CIV USARMY CESAW (USA)
<[e-mail]>
Sent: Thursday, February 11, 2021 9:02 AM
To: Davis, Erin B; Wilson, Travis W.; Munzer, Olivia; Bowers, Todd
Subject: [External] FW: Oak Hill Dairy Site / Gaston Co / SAW-2019-00833
Attachments: Oak Hill Wetland Grading XS 2.11.21.pdf, Oak Hill Wetland Grading Map 2.11.21.pdf,
Oak Hill Dairy Revised Asset Table 2.11.21.pdf, Oak Hill Wetland 1 Grading revised
boundary_2.11.21.pdf
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an attachment to Report Spa m.<mailto:[e-mail]>
FYI --Here are a few changes to Oak Hill after Todd and I talked to them about wetland rehab vs creation.
Kim Browning
Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers
-----Original Message -----
From: Jake McLean <[e-mail]>
Sent: Thursday, February 11, 2021 8:49 AM
To: Browning, Kimberly D CIV USARMY CESAW (USA) <[e-mail]>; Tugwell, Todd J
CIV USARMY CESAW (USA) <[e-mail]>
Cc: Reid, Matthew <[e-mail]>; Jacob Wiseman <[e-mail]>
Subject: [Non-DoD Source] FW: Oak Hill Dairy Site / Gaston Co / SAW-2019-00833
As a follow-up to our phone call last Friday we revisited things on our end and summarizing some of the
discussion, our follow-up efforts and some modifications:
UT1/Wetland 2
We believe our data supports the argument that this was filled. This data consists of (1) LSS report, (2) Sheet
3.3 showing narrow floodplain that doesn't jive with the rest of the valley, (3) historic aerials described by LSS
report.
Lower Oak Hill Creek/Wetland 1

We didn't discuss the sidecast pile next to the ditch in the far left portion of the floodplain. There didn't seem
to be concerns about the approach. This sidecast area accounts for 12,000 sq ft (or —1/2) of the remaining
total cut exceeding 12" in the Wetland 1 reestablishment and rehabilitation areas. We are still proposing this
for reestablishment credit as this is an obvious narrow linear feature along the length of the ditch and we are
not proposing to cut below the natural floodplain elevation.
We discussed the existing left creek bank at the lower end of the project and the LSS borings/boring map.
Predominant concerns were that the map indicates "no hydric indicator observed" and that the removal of
natural deposition or excavation to hydric soils that are not associated with disturbed or relic wetlands does
not constitute restoration.
Wildlands reviewed mapping, soil boring tables, and prepared 4 cross sections that go through the red -dotted
borings (131-119, BH14, BH13/bh19N, BH6/bh8N). Plan and cross section maps (1 & 2) are attached.
Two notes with regards to interpretation of the map-
(1) as stated in the LSS report, red circles are borings where hydric soil indicators were not observed in the top
10" but may have been observed below 10" (boring tables provide details) - 3 of the 6 red -dotted borings have
hydric soil indicators at 12" of depth, 2 have hydric soil indicators deeper, 1 is non-hydric (the LSS defines non-
hydric as indicators >24" of depth).
(2) there was some concern that the areas would be orange if they were buried hydric soils - orange was only
used in the case of Wetland #2 to indicate findings associated with a specific line of investigation associated
with relocation of UT1.
The aerial photo from 1950 in Appendix 1 shows the dredging of Oak Hill Creek and existing topography is
consistent with berms that would have been built up as a result of this effort. It is also noted that the field has
been under a high level of disturbance for decades, with row crops and at times a drainage ditch down the
middle of the valley. The valley contours suggest that berms were used to confine the creek channel and
ditches to keep the field dry and the valley itself extends beyond the right channel bank (the creek was moved
to the parcel boundary but not to the valley wall).
However, we acknowledge that our data is insufficient in the area in question to make a stronger argument for
restoration closer to the bank where the berm is higher and cut depths exceed 12" over much of the area. As
a results we have converted 0.50 acres from reestablishment to creation in this area.

The remaining areas of localized grading in excess of 12", apart from UT1 and the left floodplain ditch (which
are significant but discussed above), total to —6% of the reestablishment areas. These are mostly areas that we
believe have been built up and which are inconsistent with the natural valley surface and are being graded as
much for floodplain continuity as anything.
Let me know if you have any questions about what we've done here. If you feel that it fairly represents things
then please feel free to forward to Erin or let me know it's ok and I'll send to her.
Thanks for your efforts,
Jake
From: Browning, Kimberly D CIV USARMY CESAW (USA) <[e-mail]
<mailto:[e-mail]> >
Sent: Wednesday, February 3, 2021 3:44 PM
To: Jake McLean <[e-mail] <mailto:[e-mail]> >
Cc: Reid, Matthew <[e-mail] <mailto:[e-mail]> >; Wiesner, Paul
<[e-mail] <mailto:[e-mail]> >
Subject: RE: Oak Hill Dairy Site / Gaston Co / SAW-2019-00833
Hi Jake
I'm reviewing the Oak Hill Dairy draft mit plan and I was hoping you could provide a table that coincides with
the Wetland Grading figure with a breakdown of areas graded over 12". Perhaps broken out as acres of
rehabilitation and acres of re-establishment, along with percentages. I'm trying to get an overall idea of what
percent of the areas proposed for rehab & reestablishment require more earth moving. Will you also clarify if
the deeper cut is due to stream channel re -alignment and low grade, or is it to unearth hydric soils? I recall the
field visit and the discussion of questionable soils, so I was surprised to see some of the areas proposed for
rehab rather than creation.
Also, please confirm whether the utility pole is located within the easement near UT1.
I'll be around most of tomorrow and Friday if you want to discuss. I'd rather get clarity on these questions now
rather than going back and forth with response to comments once the review is done.
Thanks

Kim
Kim Browning
Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers 919-413-6392
-Original Message -----
From: Haywood, Casey M CIV (USA) <[e-mail]
<mailto:[e-mail]> >
Sent: Tuesday, January 19, 2021 9:55 AM
To: Tugwell, Todd J CIV USARMY CESAW (USA) <[e-mail]
<mailto:[e-mail]> >; Browning, Kimberly D CIV USARMY CESAW (USA)
<[e-mail] <mailto:Kimberly. D. Browning@ usace.army.mil> >; Davis, Erin B
<[e-mail] <mailto:[e-mail]> >; Casey Haywood <[e-mail]
<mailto:[e-mail]> >; Bowers, Todd <[e-mail]
<mailto:[e-mail]> >; Byron Hamstead <[e-mail]
<mailto:[e-mail]> >; Wilson, Travis W. <[e-mail]
<mailto:[e-mail]> >; Munzer, Olivia <[e-mail]
<mailto:[e-mail]> >
Cc: Reid, Matthew <[e-mail] <mailto:[e-mail]> >; Wiesner, Paul
<[e-mail] <mailto:[e-mail]> >; Jake McLean <[e-mail]
<mailto:[e-mail]> >; Eric Neuhaus <eneuhaus@wild landseng.com
<mailto:eneuhaus@wild landseng.com> >; Shawn Wilkerson <[e-mail]
<mailto:[e-mail]> >; McLendon, C S CIV USARMY CESAW (USA)
<[e-mail] <mailto:[e-mail]> >; Jones, M Scott (Scott)
CIV USARMY CESAW (USA) <[e-mail] <mailto:[e-mail]> >; Smith,
Ronnie D CIV USARMY CESAW (USA) <[e-mail]
<mailto:[e-mail]> >
Subject: NOTICE of Draft Mitigation Plan Review / NCDMS Oak Hill Dairy Site / Gaston Co / SAW-2019-00833
Good afternoon,
The below referenced Draft Mitigation Plan has been posted by NCDMS on the Draft Mitigation Plan Review
section of the DMS & IRT SharePoint Site and on RIBITS. Per Section 332.8(g) of the 2008 Mitigation Rule, this
review period will remain open for 30 calendar days from this email notification. Please provide comments by
5 PM on the 30-day comment deadline shown below. When providing comments please indicate if your
concerns are great enough that you intend to initiate the Dispute Resolution Process described in Section
332.8(3) of the Mitigation Rule. Comments provided after the 30-day comment deadline (shown below) may
not be considered. This comment period may be extended at the request of NCDMS if they determine that
additional time is necessary to make changes to the Draft Mitigation Plan.
At the conclusion of this comment period, a copy of all comments will be provided to NCDMS and the NCIRT of
the District Engineer's intent to approve or disapprove this project. More information, including instructions to
access and use the SharePoint Site, and a flow chart detailing the process are included in the updated
document attached to this email notice.

30-Day Comment Start Date: January 19, 2021
30-Day Comment Deadline: February 18, 2021
60-Day Intent to Approve Deadline: March 20, 2021
Project information is as follows:
Oak Hill Dairy Mitigation Site
DMS Project # 100120
Institution Date: 4/23/2019
RFQ# 16-007704 (Issued: 9/3/2018)
Catawba River Basin
Cataloging Unit 03050102
Gaston County, North Carolina
USACE Action ID: SAW- 2019-00833
D]N9 N: i W413 11106I1%1:1e3
Proposed Mitigation Project Credits:
4,611.641 SMU (warm)
8.055 WMU (riparian)
Full Delivery Provider: Wildlands Engineering, Inc. - Contact: Jake McLean, [e-mail]
<mailto:[e-mail]> <mailto:[e-mail]>, [phone]
5

NCDEQ- DMS Project Manager: Matthew Reid, [e-mail]
<mailto:[e-mail]><mailto:[e-mail]>, [phone]
The full Mitigation Plan has been uploaded to the IRT/ NCDEQ Share Point Mitigation Plan Review page and
can be accessed here:
IRTSharePoint page:
https://urldefense.com/v3/_https://ncconnect.sharepoint.com/sites/I RT-
DMS/SitePages/Home.aspx_;!!HYmSToo!IvyuFLAOZvxYjwFYXEIgBQHIjFpgygEigpkkBgySsFiyykkwDn2zhlef5-
FosvTOYDU$ <Blockedhttps://ncconnect.sharepoint.com/sites/IRT-DMS/SitePages/Home.aspx>
<Blockedhttps://ncconnect.sharepoint.com/sites/I RT-DMS/Site Pages/Home.aspx>
OakHill Dairy_100120_MPDraft_2021.pdf
https://urldefense.com/v3/_https://ncconnect.sharepoint.com/sites/I RT-
DMS/I RT*20Upload*20Documents*20Here/Forms/AIIItems. aspx?id=*2Fsites*2F1 RT*2DDMS*2F1 RT*20UpIoad
*20Documents*20Here*2FOak*20Hi11*20Dairy*20*28100120*29*2FOakHiIIDairy* 5F100120*SFDraft MP*5F2
021*2Epdf&parent=*2Fsites*2FIRT*2DDMS*2FIRT*20Upload*20Documents*20Here*2FOak*20Hi11*20Dairy*
20*28100120*29_;JSUIJSUIJSUIJSUIJSUIJSUIJSUIJSUIJSUIJSUIJSUIJQ!!HYmSToo!IvyuFLAOZvxYjwFYXEIg8QHIjFp
gygEigpkkBgy5sFiyykkwDn2zhlef5-FoPvg9A41$ <Blockedhttps://ncconnect.sharepoint.com/sites/IRT-
DMS/I RT%20Upload%20Documents%20Here/Forms/Allltems.aspx?id=%2Fsites%2F1 RT%2DDMS%2F1 RT%20Up
load%20Documents%20Here%2FOak%20H ill%20Dairy%20%28100120%29%2FOakHillDairy%5F100120%5FDra
ftM P%5F2021%2Epdf&parent=%2Fsites%2F1 RT%2DDMS%2F1 RT%20Upload%20Documents%20Here%2FOak%
20Hill%20Dairy%20%28100120%29> <Blockedhttps://ncconnect.sharepoint.com/sites/IRT-
DMS/I RT%20Upload%20Documents%20Here/Forms/Allltems.aspx?id=%2Fsites%2F1 RT%2DDMS%2F1 RT%20Up
load%20Documents%20Here%2FOak%20H ill%20Dairy%20%28100120%29%2FOakHillDairy%5F100120%5FDra
ftM P%5F2021%2Epdf&parent=%2Fsites%2F1 RT%2DDMS%2F1 RT%20Upload%20Documents%20Here%2FOak%
20Hill%20Dairy%20%28100120%29>
Please contact the mitigation office if you have questions.
V/r,

Casey Haywood
Mitigation Specialist, Regulatory Division I U.S. Army Corps of Engineers
3331 Heritage Trade Dr, Ste. 105 1 Wake Forest, NC 27587 1
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Table 1: Project Asset Table
Project Components
Project Component or
Reach ID
Existing
Footage/
Acreage
RestorationMitigation
Footage/
Acreage
Category
Restoration
Level
Priority Level
Mitigation
Ratio
Proposed
Credit
Oak Hill Creek Reach 1
581
488.527
Warm
El
P2
1.5
325.685
Oak Hill Creek Reach 2
431
470.085
Warm
R
P1
1
470.085
Oak Hill Creek Reach 3
882
877.051
Warm
R
P1
1
877.051
Oak Hill Creek Reach 4
523
388.273
Warm
R
P1, P2
1
388.273
UT1 Reach 1
252
217.749
Warm
R
P1, P2
1
217.749
UT1 Reach 2
1,706
1,834.520
Warm
R
P1
1
1,834.520
UT1A
482
469.110
Warm
R
P1
1
469.110
UT1B
292
291.680
Warm
P
10
29.168
Total Stream LF
5,149
5,036.995
Wetland Re-
establishment
0
4.858
RR
RE
Re
establishment
1
4.858
Wetland Rehabilitation
1.805
1.805
RR
RH
Rehabilitation
1
1.805
Wetland Rehabilitation
0.285
0.285
RR
RH
Rehabilitation
1.5
0.190
Wetland Creation
0
2.481
RR
C
Creation
3
0.827
Total Wetland Acreage
2.090
9.428
Project Credits
Stream
Riparian
Wetland
Non -Rip
Coastal
Restoration Level
Warm
Cool
Cold
Riverine
Non-Riv
Wetland
Marsh
Restoration
4,256.788
Re-establishment
4.858
Rehabilitation (1:1
& 1.5:1)
1.994
Enhancement
Enhancement 1
325.685
Enhancement II
Creation
0.827
Preservation
29.168
Totals
4,611.641
7.679
1 Crossing lengths have been removed from restoration footage.