20190289 Ver 1_USACE Non Compliance Letter_20200729

Strickland, Bev
From:
Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent:
Wednesday, July 29, 2020 10:34 AM
To:
Randy Barber; John Fisher; Kevin Wurschmidt
Cc:
Brian Breissinger; Homewood, Sue; Teresa Andrews; Earl Davis; Turchy, Michael A;
[e-mail]; Jerry Hack
Subject:
[External] Permit Non-compliance Notice: Publix Greensboro Refrigerated Warehouse,
Guilford County; SAW-2018-00240
Attachments:
2018-00240 Permit Non Compliance Letter.pdf, 20200707 Non-compliance Email.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Messrs. Barber, Fisher, and Wurschmidt,
Please see the attached letter concerning non-compliance with the Department of the Army (DA) permit (SAW-2018-
00240) issued for discharges of dredged or fill material into waters of the US associated with the above referenced
project. Unless otherwise requested, a hard copy of this letter will not be mailed. Please let me know if you have any
questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
July 29, 2020

Regulatory Division

Action ID: SAW-2018-00240

Re: Publix Super Markets and North Carolina Department of Transportation – Publix
Greensboro Distribution Center and associated infrastructure [Transportation
Improvement Program (TIP) U-2581BA]

Mr. Randy Barber
Publix Super Markets, Inc.
501 North Galloway Road
Lakeland, Florida 33815

Dear Mr. Barber:

Please reference the Department of the Army (DA) permit (SAW-2018-00240)
issued to you for discharges of dredged or fill material into waters of the US associated
with construction of the Publix Greensboro Distribution Center and associated
infrastructure, on your property located off US Highway 70 near its intersection with
Birch Creek Road, adjacent to unnamed tributaries to Little Alamance Creek, near
Greensboro, in Guilford County, North Carolina. This correspondence also confirms the
June 30, 2020, meeting of your agent, Mr. Kevin Wurschmidt of Gray Construction, with
Mr. David E. Bailey of my staff to address activities you have undertaken that have been
determined to be in noncompliance with the subject DA permit.

My staff’s investigation revealed that you are responsible for non-compliance
associated with Permit Special Conditions 1, 2, 8, 13b, 13d, and 19, that state:

1. Work Limits: All work authorized by this permit shall be performed in strict
compliance with the attached permit plans entitled “Preliminary Jurisdictional
Waters of the U.S. Impacts Map” Sheets 1 through 12, “Publix Greensboro
Distribution Center” Sheets SW-100 though SW-107, and NCDOT “Wetland and
Surface Water Impacts Permit” Permit Drawing Sheets 1 through 14. The
Permittees shall ensure that the construction design plans for this project do not
deviate from the permit plans attached to this authorization. Any modification to
the attached permit plans must be approved by the U.S. Army Corps of Engineers
(Corps) prior to any active construction in waters or wetlands.

2. Unauthorized Dredge and/or Fill: Except as authorized by this permit or any
Corps-approved modification to this permit, no excavation, fill or mechanized land-
- 2 -

clearing activities shall take place at any time in the construction or maintenance
of this project, within waters or wetlands. This permit does not authorize
temporary placement or double handling of excavated or fill material within waters
or wetlands outside the permitted area. This prohibition applies to all borrow and
fill activities connected with this project.

8. Reporting Violations: Violation of these permit conditions or violation of Section
404 of the Clean Water Act shall be reported to the Corps in writing and by
telephone at: 919-554-4884 Ext. 30 / [e-mail] within 24
hours of the Permittee’s discovery of the violation.

13. Sediment and Erosion Control:

b. No fill or excavation impacts for the purposes of sedimentation and erosion
control shall occur within jurisdictional waters, including wetlands, unless the
impacts are included on the plan drawings and specifically authorized by this
permit. This includes, but is not limited to, sediment control fences and other
barriers intended to catch sediment losses.

d. The Permittees shall use appropriate sediment and erosion control practices
which equal or exceed those outlined in the most recent version of the “North
Carolina Sediment and Erosion Control Planning and Design Manual” to
ensure compliance with the appropriate turbidity water quality standard.
Erosion and sediment control practices shall be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to ensure
compliance with the appropriate turbidity water quality standards. This shall
include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed areas.
Additionally, the project shall remain in full compliance with all aspects of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes
Chapter 113A Article 4). Adequate sedimentation and erosion control
measures shall be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. These measures shall be
inspected and maintained regularly, especially following rainfall events. All fill
material shall be adequately stabilized at the earliest practicable date to
prevent sediment from entering into adjacent waters or wetlands.

19. No discharges of dredged or fill material are authorized by this permit for the
purposes of installation of utility lines. Stream impacts for the sewer line
crossings of Streams A and J will be avoided through the use of trenchless
techniques such as jack and bore or horizontal directional drill, as shown on the
permitted plans.
- 3 -

This work, undertaken without the prior approval from this office in the form of a DA
permit or a modification of the permit issued to you is a violation of Section 301 of the
Clean Water Act (33 USC 1311). As your agent agreed, you should cease and desist
from any further unauthorized work within waters of the United States. As detailed in an
email dated July 7, 2020 (attached), several areas of permit non-compliance were noted
during our site visit. Following receipt of this email, your agent agreed to remove
sediment accumulated within wetlands and streams originating at authorized impact
sites and further remediate areas of unauthorized fill material from streams and
wetlands. Such areas of unauthorized fill material must either be restored to pre-project
elevations and contours or proposed for after-the-fact authorization. The sediment
removal and restoration work must be completed within 30 days from the date of your
receipt of this correspondence; my staff will work with you on these time sensitive
requirements. Your specific proposals for restoration or after-the-fact authorization of
unauthorized fill material must also be submitted to my staff within 30 days from the
date of your receipt of this correspondence.

You are cautioned that failure to honor your commitment to cease and desist from
additional unauthorized activities within waters of the United States may result in
suspension and/or revocation of your permit. Failure to comply with this request may
also result in referral of this matter to the United States Attorney with a recommendation
for civil prosecution, and/or a civil penalty for a violation of permit conditions pursuant to
33 USC Section 1319(g).

Thank you for your time and cooperation in resolving this matter of importance. If
you have any questions, please contact Mr. Bailey at the Raleigh Regulatory Field
Office, telephone [phone] extension 30, or email
[e-mail].

FOR THE DISTRICT ENGINEER,

Scott McLendon
Chief, Regulatory Division
Wilmington District Corps of Engineers

Enclosures

Copy Furnished (with enclosures):

Mr. Kevin Wurschmidt
Gray Construction
- 4 -

10 Quality Street
Lexington, Kentucky 40507

Mr. Brian Breissinger
Timmons Group
1001 Boulders Parkway, Suite 300
Richmond, Virginia 23225

Copies Furnished:

Mr. Matthew G.T. Martin
U. S. Attorney
Middle District of North Carolina
Post Office Box 1858
Greensboro, North Carolina 27402

Jeaneanne Gettle, Director
U.S. Environmental Protection Agency, Region 4
Water Division
Wetlands Regulatory Section
61 Forsyth Street, SW
Atlanta, Georgia 30303

Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726

Mr. Kenneth Riley, Ph.D.
National Marine Fisheries Service, NOAA
Pivers Island
Beaufort, North Carolina 28516

Ms. Sue Homewood
Division of Water Resources
North Carolina Department of Environmental Quality
450 W. Hanes Mill Road, Suite 300
Winston Salem, North Carolina 27105

Ms. Teresa Andrews
Stormwater Program Administrator
Guilford County
Post Office Box 3427
- 5 -

Greensboro, North Carolina 27402

Mr. Earl Davis
Soil Erosion Control
Guilford County
Post Office Box 3427
Greensboro, North Carolina 27402

Mr. Philip S. Harris III, P.E., C.P.M.
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598

Blind Copies Furnished:

Crumbley/RG
Pruitt/OC

1
Bailey, David E CIV USARMY CESAW (USA)
From:Bailey, David E CIV USARMY CESAW (USA)
Sent:Thursday, July 2, 2020 3:26 PM
To:John Fisher; Jerry Hack; Kevin Wurschmidt
Cc:Homewood, Sue; Brandon Ashley; Teresa Andrews
Subject:USACE Compliance Site Visit - Publix Greensboro Refrigerated Warehouse; SAW-2018-00240
Attachments:20200630 Compliance Maps and Pictures.pdf
All, 

This email is being sent as a follow‐up to our compliance visit on 6/30/2020. In attendance were myself, Chris Hopper 
and April Norton with the Corps, and Kevin Wurschmidt with Gray. We looked at the 5 locations where authorized fill 
limits (per our Individual Permit dated 2/11/2020) intersected with streams/wetlands and other adjacent areas. This 
email notes our findings. Please be aware that we will follow up with a letter in the coming weeks due to several areas 
of documented permit non‐compliance.  

The Sites referenced below correspond to the attached document: 

Compliance Site 1 (see attached map with notes and pictures): The fill slope and sediment basin exceeded the 
authorized fill limits, impacting an additional ~41 linear feet of stream. Further, 1 to 4” of sediment from loss events at 
the permit site were observed along the extent of the stream from the existing rock check dam to the confluence with 
the larger stream, approximately 470 linear feet downstream. On‐site we discussed removing the accumulated sediment 
from the sides of the stream channel (rather than the portion of the channel with active flow) with rakes, flat shovels, 
and buckets, down to where the sediment changes from construction silt/mud to the sandier natural stream bed 
material, along the entire 470 lf reach of the stream channel. Also, options to resolve the ~41 linear feet of stream filled 
in beyond permitted limits include restoring the original grade and contour of the stream using natural channel design, 
or proposing an after‐the‐fact permit modification. 

Also, just to the southwest of Compliance Site 1 it appears that a communications line was installed across the stream. 
As our permit did not authorize any stream impacts in this location, please describe how this utility was installed. 

Compliance Site 2: The fill slope in this location appeared to be installed approximately within the permitted fill limits. 
Evidence of sediment loss events is apparent within and along the stream channel downstream of the impact footprint. 
However, the sediment appears stable and within the permitted indirect impact reach of the stream. A large sediment 
loss event appears to have occurred in the vicinity of the sewer crossing (not yet installed); it is our understanding that 
Guilford Co. has addressed this issue from a sediment and erosion control perspective. Please note that the sewer 
crossing in this location is to be installed via jack & bore, and no impacts to the stream are authorized in this location 
(see permitted plans and Permit Special Condition 19). 

Compliance Site 3: The permitted fill area has been cleared and a check dam has been installed at what appears to be 
the permitted fill limits. No grading has occurred in this location and this site is currently in compliance. 

Compliance Site 4 (see attached map with notes): Based on my GPS data from the field it is likely that the fill limits 
extend approximately 15 linear feet past the authorized impact footprint. Please confirm the existing fill limits (i.e. the 
stream‐ward edge of the rock check dam) vs. the permitted fill limits via as‐built survey and report the results to me. 
Further, 1 to 4” of sediment from loss events at the permit site were observed along the extent of the stream and 
adjacent wetlands from the existing rock check dam to the rip rap just upstream from the confluence with the larger 
stream, approximately 573 linear feet downstream (combined with Compliance Site 5 below). On‐site we discussed 
removing the accumulated sediment from the sides of the stream channel (rather than the portion of the channel with 
2
active flow) and adjacent wetlands (where accumulation >1”) with rakes, flat shovels, and buckets, down to where the 
sediment changes from construction silt/mud to the sandier natural stream bed material/natural wetland soil, along the 
entire 573 lf reach of the stream channel. A native riparian/wetland seed mix should be spread in wetland areas where 
accumulated sediment has been removed. 

Compliance Site 5 (see attached map with notes and pictures): The section of sewer required to be installed by jack & 
bore (see permitted plans and Permit Special Condition 19) was installed by trenching and the entirety of both stream 
banks were subsequently rip rapped. Further, approximately 40 linear feet of the downstream‐most reach of Stream F 
and its fringe of adjacent wetlands has been completely rip rapped, and the stream is flowing under the rip rap. All of 
the above has occurred outside of the permitted fill limits of the project and is therefore an unauthorized discharge of 
dredged and/or fill material. Also, as discussed above, 1 to 4” of sediment from loss events at the permit site were 
observed along the extent of the stream and adjacent wetlands from the existing rock check dam to the rip rap just 
upstream from the confluence with the larger stream, approximately 573 linear feet downstream (combined with 
Compliance Site 4 above). On‐site we discussed removing the accumulated sediment from the sides of the stream 
channel (rather than the portion of the channel with active flow) and adjacent wetlands (where accumulation >1”) with 
rakes, flat shovels, and buckets, down to where the sediment changes from construction silt/mud to the sandier natural 
stream bed material/natural wetland soil, along the entire 573 linear feet reach of the stream channel. A native 
riparian/wetland seed mix should be spread in wetland areas where accumulated sediment has been removed. We also 
discussed possible resolution of the rip rap discharge in Stream F involving removal of the rip rap and stepping the 
stream down to the confluence of the larger stream via 1‐foot step downs using natural channel design – after‐the‐fact 
approval of the rip rap in this small stream would be difficult as this material and installation method does not allow for 
aquatic life passage, and the stream will likely headcut upstream under the rip rap. Resolution of the trenched sewer 
line will be discussed in our forthcoming letter. 

Compliance Site 6 (see attached map with notes and pictures): The fill slope in this location appeared to be installed 
approximately within the permitted fill limits. Evidence of sediment approximately 1‐4” thick from loss events at the 
permit site is apparent within the extent of wetlands downslope of the fill limits. On‐site we discussed removing the 
accumulated sediment from the wetlands (where accumulation >1”) with rakes, flat shovels, and buckets, down to 
where the sediment changes from construction silt/mud to natural wetland soil, within the entirety of the wetland. A 
native riparian/wetland seed mix should be spread in wetland areas where accumulated sediment has been removed. 

Please let me know if you have any questions or would like to discuss the resolution of the above non‐compliance issues 
prior to receipt of or forthcoming letter.  

Sincerely, 

Dave Bailey 

‐‐‐ 
David E. Bailey, PWS 
Regulatory Project Manager 
US Army Corps of Engineers  
CE‐SAW‐RG‐R 
3331 Heritage Trade Drive, Suite 105  
Wake Forest, North Carolina 27587 
Phone: (919) 554‐4884, Ext. 30. 
Fax: (919) 562‐0421 
Email:  [e-mail] 

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is 
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0  
Thank you for taking the time to visit this site and complete the survey. 
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
1 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX!(B3-Z2
!(B3-Z1
!(B4-Z2
!(B6-Z1
!(B7-Z1
!(B7-Z2
!(B6-Z2
!(W9
!(W8
!(W7
!(W18-
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!(W15
!(W6-B
!(W3-B
!(W13!(W12-
A
!(W11
!(W4
!(W5-B
!(W19
!(W14
!(W10 !(W17
!(W16
!(W2
!(W1
!(W12-
B
!(W18-
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!(W18-
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!(W3-A!(W3-C
!(W5-A
!(W18-
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!(W18-
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!(W6-A
")S1-A
")S5
")S3
")S4
")S2
")S6
")S7-A
")S1-B
")S1-C
")S7-B
")S7-C
NCDOT TIP Project: U-2581BA
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Underground
Jack & Bore
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Jack & Bore!(W10.2
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EastcrestRdIanDr
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WyburnRdTimbercreekDrVernaRd
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d Sue Dr1 " = 400 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 400 800
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
6/30/2020 Compliance Reference Map
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
2 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX
!(W2
!(W1
!(W3-A
!(W3-B
!(W3-C
!(W6-A
!(B3-Z1
!(B3-Z1
!(B3-Z2
!(B3-Z2
")S1-A
")S2
")S1-B
!(W2.2
1 " = 50 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 50 100
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
Compliance Site 1 (6/30/2020)
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~41 lf of stream fill under check dam andsediment basin - water flow primarily fromfrench drain installed along filled-inportion of Stream K,Pond 1,etc.~41 lf of stream fill under check dam andsediment basin - water flow primarily fromfrench drain installed along filled-inportion of Stream K,Pond 1,etc.
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Check damSediment accumulation1-4" deep in remainderof Stream K
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Check damSediment accumulation1-4" deep in remainderof Stream K
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Check damSediment accumulation1-4" deep in remainderof Stream K
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Sediment accumulation1-4" deep in remainderof Stream K
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Sediment accumulation1-4" deep in remainderof Stream K
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DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
4 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX
!(W9
!(W8
!(B6-Z1
!(B6-Z2
Underground
Jack & Bore ")S3
")S4
")S3.2
")S3.2
1 " = 50 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 50 100
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
Compliance Site 2 (6/30/2020)
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
6 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX
!(W10
!(B4-Z2Birch Creek Rd!(W10.2
")S10.2
1 " = 50 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 50 100
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
Compliance Site 3 (6/30/2020)
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
9 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX
!(W17
!(W16
!(W18-
A
!(W18-D
!(W18-
E
!(W15
!(W18-
C
!(W18-
B
!(B7-Z1
!(B7-Z2
Underground
Jack

&

B
o
r
e
")S7-A
1 " = 50 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 50 100
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
Compliance Site 4 (6/30/2020)
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
11 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX
!(W17 !(W18-A !(W18-D !(W18-E!(W18-C !(W18-B
!(B7-Z1
!(B7-Z2
Underground
Jack & Bore
1 " = 50 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 50 100
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
Compliance Site 5 (6/30/2020)
-PPLJOH
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Upstream extent ofunauthorized rip rapped~40 lf section of Stream FSediment accumulation1-4" deep in Stream Fand adjacent wetlandSediment accumulation1-4" deep in Stream Fand adjacent wetland
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
10 OF 12
DATE 12/18/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
L. MAJOR
PUBLIX
!(W13
!(W19!(W14 Sun Lake DrBurlingtonRd LouDr
LouDr")S6
!(W19.2 !(W19.3
1 " = 50 'H:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
PROJECT NUMBER42407PUBLIX DISTRIBUTION CENTERGUILFORD COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE
0 50 100
SCALE (FEET)
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
2 3 7 10
4 5 8 9
6
11
Legend
Project Limits - 354.2 Acres
DOLDOL
DOLDOLLimits of Disturbance - 231.2 Acres
")X Stream Impact
!(X Wetland Impact
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581BA - 15.1 Acres
¯
08/14/191 Impacts updated per revised layout.
09/17/192 Impact ID's updated.
09/25/193 Impacts updated per revised layout.
11/07/194 Impacts updated per USACE/DWR
response dated 11/04/19.
11/22/195 Secondary impacts updated per
USACE/DWR request.
Compliance Site 6 (6/30/2020)








 







 
 


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Sediment accumulation1-4" deep in WetlandW6Sediment accumulation1-4" deep in WetlandW6