20190289 Ver 3_Modifications_20211028

TIMMONS CROUP
YOUR VISION ACHIEVED THROUGH OURS.
Mr. David E. Bailey
Regulatory Project Manager
USACE Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Ms. Sue Homewood
Division of Water Resources
North Carolina Department of Environment
and Natural Resources
450 W. Hanes Mill Rd. Suite 300
Winston Salem, North Carolina 27105
Dear Mr. Bailey and Ms. Homewood,
1001 Boulders Parkway P 804.200.6500
Suite 300 F 804.560.1016
Richmond, VA 23225 www.timmons.com
October 19, 2021
Re: Publix Distribution Center
Minor Permit Modification Request
Permit # USACE: SAW-2018-00240 and
DWR: 20190289
Guilford County, North Carolina
On behalf of Publix Super Markets, Inc. (Permittee), Timmons Group is requesting a modification of
previously authorized permits (USACE SAW-2018-00240 & DWR 20190289) for the Publix
Distribution Center (Site). Please accept this letter and supporting documentation as a Minor
Modification Request.
The purpose of this Notification is to provide updated impacts proposed within the Publix Distribution
Center Site. Previously unforeseen restraints necessitate modification of the permits associated with
the western sewer outfall portion of the Publix Distribution Center project.
The proposed change is due to previously unforeseen difficulties encountered by the contractor.
Currently, underground jack and bore trenchless sewer construction is proposed for the western sewer
outfall in order to avoid any jurisdictional impacts to the stream channel. However, multiple bores
attempts have resulted in the bore being redirected off course due to hitting premature weathered
rock. Extreme care was taken to avoid any disturbance to the stream channel and boring was ceased
immediately upon any indication of the bore direction changing. The Permittee has determined that
open cut trenching, in lieu of underground jack and bore, is required for construction of the western
sewer outfall and its associated temporary stream crossing. Details of the proposed temporary stream
crossing are included as Attachment 1: Select Plan Sheets. Upon completion of construction, all
temporary dams, filter fabric, and corrugated metal pipes will be removed. Temporary dam bottoms
will be depressed into the stream bed until top of riprap is level with stream bottom so as to not obstruct
stream flow. The proposed temporary earthen berm, silt bag, and dewatering basin will be removed
upon the stabilization of the cleared area.
In order to accomplish the construction of the western sewer outfall via open cut trenching, 10 linear
feet of permanent stream impacts are proposed for the placement of riprap. Although the proposed
riprap is considered a permanent impact, it will be installed in accordance with USACE and DWR
guidance to ensure it will not be considered a "loss of water" and therefore will not trigger mitigation.
Additionally, the LOD is proposed to expand slightly surrounding the western sewer outfall. This
expansion will include 839 square feet of additional temporary impacts to Zone 1 and 445 square feet
of additional temporary impacts to Zone 2 stream buffers. These impacts are required to provide

construction access, excavation areas, and sufficient equipment maneuverability required for the open
cut trench. Additional buffer impacts have been coordinated with Guilford County and will be repaired
per methods previously approved by Guilford County. For your use and review, enclosed with this
Notice are revised exhibits (Attachment 2: Revised Publix Distribution Center Impact Maps)
The proposed modification would result in a net increase of 10 linear feet of permanent - no loss -
stream impacts, 839 square feet of temporary Zone 1 stream buffer impacts, and 445 square feet of
Zone 2 stream buffer impacts.
A narrative of each of the proposed changes is provided below:
Impact S11: Results in an additional 10 L.F. of permanent - no loss - stream channel impacts due
to the installation of riprap associated with the temporary stream crossing. Upon completion of
construction all temporary dams, filter fabric, and corrugated metal pipes will be removed.
Temporary dam bottoms will be depressed into the stream bed until top of riprap is level with
stream bottom so as to not obstruct stream flow and ensure no loss of water. The proposed
temporary earthen berm, silt bag, and dewatering basin will be removed upon the stabilization of
the cleared area
Impact B6-Z1: Results in an additional of 839 square feet of temporary impacts to Zone 1 stream
buffers. Previously approved impact of 675 S.F. brings the cumulative impact for B6-Z1 to 1,514
S.F. This impact is required for construction access, excavation areas, and sufficient equipment
maneuverability required for the open cut trench.
Impact B6-Z2: Results in an additional of 445 square feet of temporary impacts to Zone 2 stream
buffers. Previously approved impact of 245 S.F. brings the cumulative impact for B6-Z2 to 690
S.F. This impact is required for construction access, excavation areas, and sufficient equipment
maneuverability required for the open cut trench.
Compensatory mitigation is not proposed for the additional 10 linear feet of permanent stream impacts.
As proposed riprap will be installed and subsequently depressed into the stream bed until top of riprap
is level with stream bottom so as to not obstruct stream flow, this impact will be considered permanent
but not a "loss of water".
The proposed modifications are consistent with previously authorized work and are not anticipated to
have an adverse impact on state or federal listed Threatened & Endangered Species.
Please contact me at [phone] or brian.breissinger(cDtimmons.com if additional information is
required to process this request.
Sincerely,
Timmons Group
Brian Breissinger
Environmental Services Manager
Enclosures:
Attachments:
1. Select Plan Sheets
2. Revised Publix Distribution Center Impact Maps
2

Attachment 1
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COG #102_
VALVE BOX
M.J. TEE
ROUND LEVEL
Tom— �—
CHECK VALVE OR
1 FLAP VALVE ASSEMBLY
(SEE DETAILS BELOW) -
STANDARD BLOWOFF DETAIL
CONCRETE THRUST BLOCK
(CLASS B CONCRETE)
REFER TO COG STD #106
DETAIL FOR RUBBER
DUCKBILL CHECK VALVE
RETAINING
GLAND
CHECK
316 STAINLESS STEEL VALVE
RETAINING BAND
ALL BLOH-OFF5 MU5T
D/CHARGE TO DAYL/GHT.
ADD BEND5 A5 NECE55ARY
TO DAYL/GHT AT A
DISCHARGE ANGLE NO
GREATER THAN 225o FROM
HORIZONTAL.
DETAIL FOR DUCTILE
IRON FLANGED END FLAP
VALVE ASSEMBLY
�` GAF
FLAP
VALVE
(CLOSED)
GENERAL NOTES
1. ALL MECHANICAL JOINTS SHALL BE RESTRAINED GLANDS, TOROUED AS PER
MANUFACTURERS SPECIFICATIONS.
2. ADDITIONAL BENDS MAY BE REQUIRED TO CONFORM TO EXISTING TERRAIN, OR AS
DIRECTED BY THE FIELD ENGINEER.
3. BLOW -OFF DISCHARGE SHALL CONFORM TO THE LATEST EDITION OF THE STORM DRAINAGE
DESIGN MANUAL FOR RIP -RAP ENERGY DISIPA TOR DESIGN AND AS DIRECTED BY THE
FIELD ENGINEER.
4. ALL MA TERIAL S SHALL CONFORM TO THE LA TEST EDI TION OF THE CI T Y OF GREENSBORO
WA TER L INE AND SEWER L INE STANDARD CONSTRUCTION SPECIFICA TIONS.
5. ANY PROPOSED MODIFICATIONS TO THIS STANDARD BASED ON THE FIELD CONDITIONS
MUST BE PRE -APPROVED BY THE CITY OF GREENSBORO FIELD INSPECTOR AND/OR THE
ENGINEER OF RECORD.
6. ALL BLOW -OFFS MUST DISCHARGE TO DAYLIGHT. ADD BENDS AS NECESSARY TO DAYLIGHT
A T A DISCHARGE ANGLE NO GREA TER THAN 22. 5 FROM HORIZONTAL L.
7. REFER TO SECTION 3. 09 OF THE "STANDARD SPECIFICATIONS FOR WA TER AND SEWER
UTILITY CONSTRUCTION" PUBLISHED BY THE CITY ' S WATER RESOURCES DEPARTMENT IN
ORDER TO DETERMINE THE CORRECT BLOW -OFF SIZE TO USE.
PAGE I OF 2
C/ T Y OF GREENSBORO
BLOW —OFF DETAIL srD.NO. REV.
[127-
13
119 19
PUMP
00 TEMP. CONSTRUCTION
STREAM CROSSING
FLOW
MIN. �`�r-T- MIN
3
PROPOSED
ARTH BERM
(TYP.)
CLASS
RIP RAP
u
d6� ; I
.n I
sEsr,�Ear .n
B e. o me ci nac
OR SIL T BAG.
A
'Yn4 B' 10000
000 O,vO
e0i0�".e O�
/
--------------
/
/
oa, 000000�ty,o
oAYo�o, telrlo
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• e0000aoo ee.� ooze too0-
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51 POLYETHYLENE FABRIC
n ON FACE (B AL. THICK)
INDSAGS IN PIPE INVERT 6 FABRIC WHILE PUMPING
?ING CONSTRUCTION IN STREAM.
B REMOVE SANDBAGS 6 FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
SECTION A A 1 OF 2
C/ T Y O F G R E E N S B O R O
STANDARD TEMPORARY CREEK STO. NO. REV.
01-91 06-05
CROSSING DURING CONSTRUCTION 21.3 03-97 09-05
03-05
M.J. TEE
wo
COG #102
VALVE BOX
ALL BLOW -OFFS MU5T
GFlDUNI LEVEL D/5GHi4RGE TO DAYL/GHT.
ADD BEND5 A5 NECE55ARY
TO DAYLIGHT AT A
D/5CHARGE ANGLE NO
�.t
Lu
wo GREATER THAN 22.5° FROM
a
HORIZONTAL.
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LENGTH
0
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Lu
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w
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>
VERTICAL OFFSET BLOWOFF DETAIL #1
TO BE USED WHEN CONNECTION
TO WATER MAIN IS EIGHT FEET
OR GREA TER IN DEPTH
CONCRETE THRUST BLOCK
(CLASS B CONCRETE)
REFER TO COG STD #106
M.J. TEE
CONCRETE THRUST BLOCK
(CLASS B CONCRETE)
REFER TO COG STD #106
REFER TO SECTION 3. 09 OF THE "STANDARD
SPECIFICATIONS FOR WATER AND SEWER
UTILITY CONSTRUCTION" PUBLISHED BY THE
CITY'S WATER RESOURCES DEPARTMENT IN
ORDER TO DETERMINE THE CORRECT BLOW -OFF
SIZE TO USE.
_COG #102
VALVE BOX
a \
VARIABLE
LENGTH
VERTICAL OFFSET BLOWOFF DETAIL #2
TO BE USED WHEN ON A
CUT SL OPE
PAGE 2 OF 2
C/ T Y OF GREEN S B O R O
STD. NO. REV.
BLOW —OFF DETAIL 119 06-13
12-19
NOTES.'
1) EROSION STONE TO BE "CLASS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN.
3)-F0M06,",ARK 6—FREAM 6;996&FN& F& S&-G^vW l fFQF99-,-9 GG -AP44 6PAY PR6696F
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) LIMITS OF DISTURBANCE SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL UPSTREAM DAM, FIL TER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A " WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "B" WHEN NOT WORKING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FIL TER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL nckier RAUG OACrA/ no SILT BAG AT TOP OF BANK. DEWATER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 39 ' 7Y 49 ' SE9:ROFNF TRAP- OR SIL T BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC, AND
TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM.
cno rni ruc rnnicroii�rrnni of �nic
B) UPON STABILIZATION OF CLEARED AREA, REMOVE TEMPORARY EARTH BERM, SILT BAG, AND
DEWATERING BASIN.
2OF2
C/ T Y O F G R E E N S B O R O
STANDARD TEMPORARY CREEK STO. NO. REV.
01-91 06-05
CROSSING DURING CONSTRUCTION 21,3 03-97 09-05
03-05
TAP PLUG AND INSTALL A
PERMANANT BLOW -OFF
COPPER LINE
CURB STOP IN
METER BOX
CUL -DE-SAC
SET METER BOXES
2' OFFSET FACE OF CURB
DEAD END STREET
BLOW -OFF SIZING
2" MAIN
314" COPPER
4" MAIN
1" COPPER
6" MAIN
1-112" COPPER
B" MAIN
2" COPPER
SET METER BOXES
AT RIGHT -OF -WA Y
NOTE.•
INSTALL "L " OR 90 ° BEND LOOKING UP IN METER BOX (TO COPPER) .
C/ T Y O F OR EEN S B OR O
STD. NO. REV.
STANDARD MA TER L INE BL ON -OFF 108 08-02
COMPACTED BACKFILL (95%
MAX DRY DENSITY UNDER
PAVEMENTS & STRUCTURES
90% UNDER GRASSED AREAS;
:AfE
INITIAL BACKFILL FREE OF
PARTICLES LARGER THAN 1"
IN ANY DIMENSION (12" MIN
ABOVE PIPE)
cnKAPArTGn ci
COMPACTED BACKFILL (95%
MAX DRY DENSITY UNDER
PAVEMENTS & STRUCTURES,
90% UNDER GRASSED AREAS)
BEDDING MATERIAL TO .
DEPTH OF! PIPE INSID
DIAMETER, OR 6", WHICHEVEI
IS GREATEI
r'OKAPAr'TFn ci iR
DETECTABLE
WIRE
• WHERE ROCK IS ENCOUNTERED, CARRY
EXCAVATION TO REQUIRED ELEVATIONS AND
BACKFILL WITH NCDOT #57 CRUSHED STONE
PRIOR TO INSTALLATION OF PIPE.
• BACKFILL TRENCHES WITH CONCRETE WHERE
TRENCH EXCAVATIONS PASS WITHIN 18" OF
COLUMN OR WALL FOOTINGS.
APE TRENCH BOTTOM
FIT BOTTOM a OF PIPE
'CUMFERENCE
WATER TRENCH
NO SCALE
• WHERE ROCK IS ENCOUNTERED, CARRY
EXCAVATION TO REQUIRED ELEVATIONS AND
BACKFILL WITH NCDOT #57 CRUSHED STONE
PRIOR TO INSTALLATION OF PIPE.
• BACKFILL TRENCHES WITH CONCRETE WHERE
TRENCH EXCAVATIONS PASS WITHIN 18" OF
N COLUMN OR WALL FOOTINGS.
INITIAL BACKFILL FREE OF
PARTICLES LARGER THAN 1"
IN ANY DIMENSION (12" MIN
ABOVE PIPE)
STORM SEWER TRENCH
NO SCALE
DETECTABLE
nnnnin Ki rn nn
COMPACTED BACKFILL (95%
MAX DRY DENSITY UNDER
PAVEMENTS & STRUCTURES
90% UNDER GRASSED AREAS;
6"-!
BEDDING MATERIAL 2" MI
• WHERE ROCK IS ENCOUNTERED, CARRY
EXCAVATION TO REQUIRED ELEVATIONS AND
BACKFILL WITH NCDOT #57 CRUSHED STONE
PRIOR TO INSTALLATION OF PIPE.
• BACKFILL TRENCHES WITH CONCRETE WHERE
TRENCH EXCAVATIONS PASS WITHIN 18" OF
N COLUMN OR WALL FOOTINGS.
ABOVE BOTTOM PIPE BELL / INITIAL BACKFILL FREE OF
(6" MIN BETWEEN PIPE AND \� 2„ PARTICLES LARGER THAN 1"
ROCK) IN ANY DIMENSION (12" MIN
ABOVE PIPE)
COMPACTED SUBGRADE
SANITARY SEWER TRENCH
NO SCALE
DETECTABLE
nennin Ki rn nr
COMPACTED BACKFILL (95%
MAX DRY DENSITY UNDER
PAVEMENTS & STRUCTURES
90% UNDER GRASSED AREAS;
• WHERE ROCK IS ENCOUNTERED, CARRY
EXCAVATION TO REQUIRED ELEVATIONS AND
BACKFILL WITH NCDOT #57 CRUSHED STONE
PRIOR TO INSTALLATION OF PIPE.
• BACKFILL TRENCHES WITH CONCRETE WHERE
TRENCH EXCAVATIONS PASS WITHIN 18" OF
6" 9" MIN-7PIPE O.D "-9" MIN COLUMN OR WALL FnnTINGS
BEDDING MATERIAL 2" MIN
ABOVE BOTTOM PIPE BELL \
(6" MIN BETWEEN PIPROCK) \�j INITIAL BACKFILL FREE OF
PARTICLES LARGER THAN 1"
IN ANY DIMENSION (12" MIN
SUBGRADE COMPACTED TO 6 \\ ABOVE PIPE)
95% MAX DRY DENSITY
SANITARY SEWER TRENCH — SPECIAL BEDDING
NO SCALE
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Attachment 2
Revised Publix Distribution Center Impact Maps

Legend
:r
Project Limits - 354.2 Acres
r SOD ---"
0 o Limits of Disturbance - 231.2 Acres
o- CIO
© Stream Impact
© Wetland Impact
- Stream Buffers
Zone 1 Buffer Impact
EMZone
1 Buffer impact - Temporar
Zone 2 Buffer Impact
Zone 2 Buffer Impact - Temporarl
Perennial Stream (R3)
Intermittent Stream (R4)
i Permanent Stream Impact
Permanent Stream Impact - No Loss
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Q Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
EM Secondary Wetland Impacl
NC DOT TIP Project: U-2581 BA - 15.1 Acres
1
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PROJECT NAME &&LLOCATION
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
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.
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.
REVISIONS
#
MM/DD/YY
DESCRIPTION
9
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 400 800
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE I SHEET NUMBER
H:1"=400' 1OF12
Y:\805\42407-Publix Distribution Center\GIS\V
letland Impacts\42407-WTIM.mxd

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Legend
� r
Project Limits - 354.2 Acres
r LOD ---"
0 o
Limits of Disturbance - 231.2 Acres
o- CIO
©
Stream Impact
©
Wetland Impact
— — — — -
Stream Buffers
QZone
1 Buffer Impact - Permanent
EMZone
1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Permanent Stream Impact - No Loss
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Q
Palustrine Emergent (PEM) Wetland
_
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581 BA - 15.1 Acres
, 1, 4 I r I rr /' 1 I 1 ) !� `1 1 1 1
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
1 1 / I `+ r N, I 1 + ! 1
f 4 �; ' 1
•�' ' r L 1 -„' - These plans and associated documents are the
• - - - exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
♦ r J - _ ' , shall not be used for any purpose whatsoever,
f, f , f • 1 r - ' _ r' _ , inclusive, but not limited to construction, bidding,
`, ! _ �, and/or construction staking without the express
, f , 1 ,,, , \ r `, _ + , ,' written consent of TIMMONS GROUP.
IN
- , y
1 1 , 1,
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
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0 50 100
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PROJECT NAME
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DESIGNED BY / DRAWN BY
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1. Waters of the U.S. within the
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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
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3. Project limits are approximate.
4. Topography based on USGS
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5. Cowardin Stream
Classifications are based on
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Determination.
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.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11 /22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
DRAWING DESCRIPTION
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U.S. IMPACTS MAP
11 1
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
mpacts updated per revised layout.
4
11 /07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
DRAWING DESCRIPTION
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE I SHEET NUMBER
-- H:1 "=50' 4OF 12
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DATE
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PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
' — — These plans and associated documents are the
1 / /
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/57/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11 /22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
— — — _ _ — — — _ ,' I 1 �— , DRAWING DESCRIPTION
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_ — — —
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PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
• . — — ' _ .' - f ! l f f f 1. Waters of the U.S. within the
- ! — _ \t
f �., r `, ;- r , ■ ', ' t , r , ' \ _ project study limits have been
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exclusive property c dinwhol GROUP and
! ' • ' r ' `�- -� r - ' ' ' \ ✓ - - ` ' ,'� 1!, ! ` = may not be reproduced in whole or in part and
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and/or construction staking without the express
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
�' ' �. • `� ` _� DRAWING DESCRIPTION
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�� •,�_ ��: ,, \l `� l �� -� WATERS OF THE
U.S. IMPACTS MAP
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PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
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
Li DAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
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.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
[#1:11:12:1::::
Minor Modification
PRELIMINARY
JURISDICTIONAL
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U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1"=50' 7OF12
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DATE
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PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
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
Li DAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
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.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
[#1:11:12:1::::
Minor Modification
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1"=50' 8OF12
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
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
Li DAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
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.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
[#1:11:12:1::::
Minor Modification
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1 "=50' 9OF 12
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd

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Project Limits - 354.2 Acres
r LOD ---"
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o- CIO
©
Stream Impact
©
Wetland Impact
— — — — -
Stream Buffers
QZone
1 Buffer Impact - Permanent
EMZone
1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
EMZone
2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Permanent Stream Impact - No Loss
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Q
Palustrine Emergent (PEM) Wetland
_
Palustrine Open Water (POW)
Wetland Impacts
EM
Secondary Wetland Impacts
NC DOT TIP Project: U-2581 BA - 15.1 Acres
_ -- 4(' I I I
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
V- 1. Waters of the U.S. within the
project study limits have been
%' - - - `_ - - - - - _ \ ' located using submeter, Bluetooth
GPS antennas by others.
N - 2.Waters of the U.S. have been
` l { \ ` ' 'I �■ ` - _ _ _ - y - ', ` confirmed by the U.S. Army Corps
1 , , , ' , + , ' �{ �. ' \`\ _ _ - - - - - - - ' ' \ \ •' f of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
1 , ; f■, - - , ` j �, �:; ` 1 _ - - - - - - - - - - - - - 3. Project limits are approximate.
0 ` 4. Topography based on USGS
0 LIDAR.
5. Cowardin Stream
- _ _ - - - - - - -;' Classifications are based on
_ _ J _ _ _ _ , � ; 1 W19.2 , \.`� � r ,
confirmed Perennial Flow
Determination.
%_ _ - - _ _ _ _ _ _ - - - - - - - - ' , _ } - \ _ \,\ ■ , \ { , , ■ 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,
- _ , ;\ l ` inclusive, but not limited to construction, bidding,
- _ f " \ _ _ (\ ` v - \ and/or construction staking without the express
written consent of TIMMONS GROUP.
- - _ 11
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11 /22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
, _ { r , + f r ' r ' I r - ` �\ ` DRAWING DESCRIPTION
, L ' , ■ f , I f I ' 1 r , r , I I r r I' 1' ' '' '' r 1 I f \_ {,, f '1 f� �
PRELIMINARY
JURISDICTIONAL
' t \ ' , 1 ' , f Ir J _- ' - ' _ !f f I r f , I ■ 1 /' ' „`
` -... „ WATERS OF THE
I � - �� _ - - _ � �-..�.�. � ���- U.S. IMPACTS MAP
r 1 \ � � , \' t , ' , , , , II I � r ! r ^— ' ��. + i , r , J I r , , i 1 r _ I !,
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10 OF 12
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PROJECT NAME &LOCATION
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Jack &Bore
ILU
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LU
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f1J '-` ` Legend
X,I=
r i ,' +f � r' ! f ' f + ! ' •' { , ,' + ,! lr l,III --_ram _y .'� _�s_--`-�- � - -� �,, t `\,-,\ - '� .'�� , `\,
--- _ Project Limits - 354.2 Acres
LOD II ��=�
1 t f , r 1 f! r' _ ' I - rr�❑ !i' r�
o Limits of Disturbance - 231.2 Acres
! !r❑ \ rl
Stream Impact-
, 1 - _ I ' ! /' !+f ' ,, ' ff N r ^ l' I , 1 - r - _ - r ^ -' - - - - _ _ - - _ � _ _ ` \ ` r I ❑i r ` � ' ` I l _ �
Wetland Impact
f 1 - _ _ /' ! !' + / 1 + Ih'+1 I ; l II - - _ 44 FF ,♦ ' ly L ,' ' '\ I -
r
— — — — - Stream Buffers
DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
}} ` L. MAJOR
1. Waters of the U.S. within the
Q Zone 1 Buffer Impact - Permanent !r --; _ _ ! - = I' + ! - - _ - _ _
+ f f ^Ll, f ,
' i ' ` ;' \ o e r , ti ,j project study limits have been
uetooth
, + ,,, f . - - � � - _ _ I I+ 1 - ! _ _ _ _ ` ' • , , i;'�' located using submeter, BI
f _ _ GPS antennas b others.
Zone 1 Buffer Impact - Temporary - _ - r--_------ - _ j __ ___ _ confirmed he
/ ,',f+, 1 ,' 11 t ,�, II }lyr 11 I + r r r r '- 1' , 1 �, } i` �/'
- ,, r l I f - ` +' confirmed b the U.S. Arm Corps
- - - - - _ - - !' , - - 'J _ ,'r !i ! - _ ', \ ` if i ` of Engineers on July 3, 2018 by
f",++ f ' , ' - ' ', _ _ '- -' ♦ t� '
,�❑�� , , ,' David Bailey (SAW-2018-00240).
C Zone 2 Buffer Impact - Permanent _ -- /'rf _ - -' ry'++; pl ''� /' I f ^ ' f� 1
3. Project limits areapproximate.
'' +++r++ d! ; �' r J ^ Y _ - , ��` ' _ , -� i 4. Topography based on USGS
,� _ I 51 Cowardin Stream
Zone 2 Buffer Impact - Temporary I i _� ' -' _----- _ - �, ; --_ Classifications are based on
\, ! 11 1+ r 1 L 1 1 1 ! / I 1 \ 1Y
Ii \l '
confirmed Perennial Flow
," - ! /' ,/ / + ly ,� ,,� ! r � + + 1 + �' ! � - � _- _ - Determination.
Perennial Stream (R3) - - - - - -' 1,' ,/r r4' 1 1 - = _ -:: - ;
Intermittent Stream (R4) ' ,' ' !,' - II - I - - --- -
/ r ,! , !1 I ! - / � _ , 1 it /�' ,I \ l / i , I l 4 `I I , + ; I ' I I ,! + - ' \
- - � / , ! ! , - f • + , / � �, J , + , , r f i ! r , 1 ,' � '" - ' ` - These plans and associated documents are the
[ - - ,' ! / ^ I "I ( ` _ _ - - - - - - - - _ exclusive property of TIMMONS GROUP and
Permanent Stream Impact - J ' - l I I' ' / _ --- _ may not be reproduced in whole or in part and
r `\ 1 i t I ,' r
I r + ' , i ! / shall not be used for any purpose whatsoever,
I I+ �+' 1 I ! 1 I
r I ! ; I ,' , , � I � [ , \ , 1 ! , _ - inclusive, but not limited to construction, bidding,
' !"
If r,l 1 I �_ - I , , [ , 1 , , I , , I I , , , - - - � - _ _ _ _ _ _ and/or construction stakingwithout the express
1 i'! , , I ` , ' '' _ ! - - r written consent of TIMMONS GROUP. p
Permanent Stream Impact - No Loss ; 'y f f i +O' I' _-- `-- --__ - - _- Or ' 1 r ! 1 ! I / / ' , "
11
, I + ` , ' 1 \� 11'r r'11 ' I 1 ; + 1 I ♦ ,+ + ' ' 1 , I 1 ' l' ' -11 fI 1 ,! 1I !J ' ,' - ___
!'l1'-
Secondary Stream Impacts ------ y �r r,l II !1 ' + + r + + 1 ! 1 + ! r'r I ' 1'
Stream Top of Bank - _----- ; ,` ,f �r,l+ a' ; ''f_- - _ ; -
1 I , I I I + ,r , ,t r ,
Palustrine Forested (PFO) Wetland
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification
41
DRAWING DESCRIPTION
Q Palustrine Emergent (PEM) Wetland ; ' ,'� ! - - -- - PRELIMINARY
. t. + 1 J f I y I I I I 1
`' ! ' i 1 \\, -, / 1 + , ,' , I I /'
h. i - -- ' JURISDICTIONAL
Palustrine Open Water (POW) \.. . 1 -I - ' , , ,
� '�11 � I ' + , r + 1 1 4 [ 1 I � ' f ,' r� WATERS OF THE
•' ` ! I +, 1 r/ f II ! /',' + ' + 1 ', , f , ' + 1' 1 I , I , 4
f ) - , - _ U.S. IMPACTS MAP
+J -\ ' , +
-
�
Wetland mpac s
Secondary Wetland Impacts
, r I I ! 1 I
- l� ♦ \�� ' r
NC DOT TIP Project: U-2581 BA - 15.1 Acres ��`--� ` �� � I � ' � - I � A,
fill
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! , ,' ' ! ! ! I _ , . r , ' 1 ' 1 + t ` - SCALE SHEET NUMBER
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11 OF 12
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J Y:\805\42407-Publix Distribution Center\GIS\Wetland Impacts\42407-WTIM.mxd

Impacts Table
Impact ID
Wetland (sq. ft)
Stream Buffers (sq. ft)
Stream (If)
Resource
Type
Mitigation
Ratio
Stream
Mitigation
Required
q
Wetland
Mitigation
Required
q
Buffer
Mitigation
Required
q
Confirmed
Delineation
Resource ID
Impact
Conversion
Impact
Impact
Temporary
p �
Permanent
(Open
( p
Water)
Permanent
Temporary
p �
Permanent
Temporary
p �
Permanent
Permanent -
No Loss
Permanent
W 1
142
PFO
2:1
-
284
-
W 33
W2
743
PFO
2:1
-
1,486
-
W29
W2.2*
21
PFO
2:1
-
42
-
W29
W 3-A
87
P F O
2:1
-
174
-
W 32
W 3-B
5, 035
PFO
2:1
-
10, 070
-
W 30
W 3-C
1, 297
P F O
2:1
-
2, 594
-
W 31
W4
17468
PFO
1:1
-
17468
-
W34
W5-A
627719
POW
NR
-
-
-
Pond 1
W 5-B
4,169
P E M
2:1
-
8, 338
-
W 38
W6-A
911
PFO
2:1
-
1,822
-
W35
W 6-B
1, 370
P F O
1:1
-
1, 370
-
W 35
W7
97160
POW
NR
-
-
-
Pond 2
W8
255
PFO
1:1
-
255
-
W36
W 9
976
P F O
2:1
-
1, 952
-
W 37
W 10
285
PFO
2:1
-
570
-
W 17
W 10.2*
85
PFO
2:1
-
170
-
W 17
W11
519
PFO
2:1
-
1,038
-
W4
W 12-A
608
P F O
2:1
-
17216
-
W 3A
W 12-B
340
PFO
2:1
-
680
-
W3B
W 13
5, 895
PFO
2:1
-
11, 790
-
W2
W 14
7,167
PFO
2:1
-
14,334
-
W 1
W 15
132
P F O
2:1
-
264
-
W 8
W16
67
PFO
2:1
-
134
-
W9
W 17
87
PFO
2:1
-
174
-
W23
W 18-A
280
PFO
2:1
-
560
-
W 10A
W 18-B
203
PFO
2:1
-
406
-
W 10B
W 18-C
164
PFO
2:1
-
328
-
W 11
W 18-D
822
PFO
2:1
-
1, 644
-
W 12
W 18-E
17308
PFO
2:1
-
2, 616
-
W 13
W 19
4, 935
P F O
2:1
-
9, 870
-
W6
W 19.2*
37461
PFO
2:1
-
67922
-
W6
W 19.3*
5,113
PFO
1:1
-
5,113
-
W6
S1-A
290
R3
2:1
580
-
-
K
S 1-B
687
R4
2:1
1, 374
-
-
K
S 1-C
28
R4
2:1
56
-
-
O
S 2
318
R4
1.5:1
477
-
-
L
S 3
204
R3
1.5:1
306
-
-
S 1
S 3.2*
163
R3
1.5:1
245
-
-
S 1
S4
283
R4
1.5:1
425
-
-
S 1
S 5
56
R4
1:1
56
-
-
S 1
S 6
373
R4
2:1
746
-
-
H
S 7-A
11479
R3
2:1
27958
-
-
F
S 7-B
708
R4
2:1
1, 416
-
-
F
S 7-C
54
R4
1.5:1
81
-
-
G
S10.2*
89
R4
2:1
178
-
-
S 11
10
R3
NR
-
-
-
J
B 3-Z1
547295
Zone 1
3:1
-
-
162, 885
-
B 3-Z2
40,628
Zone 2
1.5:1
-
-
60,942
-
B4-72
1,880
Zone 2
NR
-
-
-
-
B6-Z1
15514
Zone 1
NR
-
-
-
-
B6-Z2
690
Zone 2
NR
-
-
-
-
B7-Z1
607
Zone 1
NR
-
-
-
-
B7-Z2
405
Zone 2
NR
-
-
-
-
Total
0 sq ft
71,879 sq ft
47,945 sq ft
0 sq ft
0 sq ft
3,216 sq ft
96, 803 sq ft
10 If
4, 732 If
-
-
8, 897 If
2.01 ac
223,827 sq ft
-
0.0 ac
1.7 ac
1.1 ac
0.0 ac
0.0 ac
0.07 ac
2.2 ac
5.14 ac
NR = Not
Required for
Mitigation
*Secondary impact
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PROJECT NAME & LOCATION
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
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.
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.
REVISIONS
#
MM/DD/YY
DESCRIPTION
9
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
6
10/15/21
Minor Modification.
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
- TABLE
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1"=50' 12OF12
s\42407-WTIM - Table Sheet.mxd
Y:\805\42407-Publix Distribution Center\GIS\Wetland Impac