2022-01249 NWP 39 Tearsheet.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01249 County: Lee U.S.G.S. Quad: NC-Moncure
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Trinity Capital Advisors
Attn: Travis Caldwell
Address: 440 South Church Street, Suite 800
Charlotte, NC 28202
E-mail: taldwell(&trinitycapitaladvisors.com
Size (acres) —346 Nearest Town Sanford
Nearest Waterway UT to Wombles Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates 35.5874472,-79.1147034
Location description: The project area is located between US Highway 1 and a CSX rail line, primarily on the north side of Rod
Sullivan Road, at 603 Rod Sullivan Road, near Sanford, Lee County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of dredged or fill material into
0.036 acre (168 linear feet) of stream channel (0.029 acre [135 linear feet]) of which are considered a permanent loss) and 0.207
acre of riparian non-riverine wetlands, and the temporary discharge of dredged or fill material into 0.008 acre (36 linear feet)
of stream channel, necessary to construct access and infrastructure for the multi -phase Regional Crossroads Industrial Park.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 39. Commercial and Institutional Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 1/10/2023, additional information received via email on 3/23/2023, and the
enclosed plans entitled "Impact Maps - TC&I Timber Tract", Figures 1 through 7, dated 3/2/2023. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact David E. Bailey at [phone] or David.E.Bailev2(&usace.armv.mil.
Corps Regulatory Official: Date: 2023.05.31 09:17:22-04'00' Date: 05/31/2023
Expiration Date of Verification: 3/14/2026

SAW-2022-01249
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
2. Surface/base flow to Wetland L, Wetland K, Wetland F, and Wetland J must be maintained per
stormwater control measures (SCMs) as shown on "Impact Maps - TC&I Timber Tract", Figure
1 of the enclosed plans.
3. Please note that future impacts and/or phases of the Regional Crossroads Industrial development
at 603 Rod Sullivan Road in Sanford, and related activities associated with Corps Action ID:
SAW-2022-01249, may be considered part of a single and complete project; these impacts may be
considered cumulative with impacts authorized during earlier phases with respect to
compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts to
waters of the US for this single and complete project include a total loss of 0.207 acre of wetlands
and 0.029 acre (135 linear feet) of stream channel, or 0.236 acre of waters of the US.
Date: 2023.05.31
Corps Regulatory Official. 09:16:46-04'00' Date: 05/31/2023
Expiration Date of Verification: 3/14/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at hops://re ugulatory.ops.usace.gM.mil/customer-service-survey.
Copy furnished electronically:
Rick Trone, WithersRavenel, rtrone(a)withersravenel.com
Zachary Thomas, NCDEQ-NCDWR, zachM.thomas(&ncdenr.gov

Compensatory Mitigation Responsibility Transfer Form
Permittee: Trinity Capital Advisors, Attn: Travis Caldwell Action ID: SAW-2022-01249
Project Name: Regional Crossroads Industrial Park / TC&I Timber Tract / 603 Rod Sullivan Road / Sanford County: Lee
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are
available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
135
0.207
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
270
0.414
Mitigation Site Debited: Wildlands - Middle Cape Fear Umbrella Mitigation Bank: Daniels Creek Mitigation Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor N
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is
no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager
(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Wildlands Holdings IV, LLC, confirming they are willing and able to accept the
applicant's compensatory mitigation responsibility, dated 3/7/2023 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the
Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the District Project Manager
at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail]. mil). Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Date: 2023.05.31
09:16:32-04'00'
USACE Project Manager Signature
05/31/2023
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation
bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at
http://ribits.usace.army.mi1.

IMPACTWI
SEWERG
LINE
�`
IMPACT LEGEND
PERMANENT WETLANDS
PERMANENT STREAM (FUNCTIONAL LOSS)
0
�•
tY6
s�
h af»
•i�w
+� VY
ifY
iw uao
,+v
r 1w
ITE;a
i
•
VICINITY MAP
SCALE: T' = 1 MILE
ENVIRONMENTAL IMPACT SUMMARY
IMPACT
NUMBER
IMPACT SPECIFICATION
PERMANENT
TEMPORARY
WETLANDS
WETLANDS
(SF)
(AC)
(SF)
(AC)
W1
ROAD CROSSING & GRADING
2,844
0.065
-
-
W2
SITE GRADING
6,171
0.142
-
-
TOTAL
9,015
0.207
-
-
STREAMS
STREAMS
(LF)
(AC)
(LF)
(AC)
S1
ROAD CROSSING & GRADING -
FUNCTIONAL LOSS
135
0.029
-
-
S2
ROAD CROSSING, GRADING, &
RIPRAP DISSIPATOR - NO
FUNCTIONAL LOSS
33
0.007
-
-
S3
CULVERT INSTALLATION
DEWATERING &
CONSTRUCTION ACCESS
-
-
36
0.008
TOTAL
168
1 0.036
36
1 0.008
I
E
N
W- E
IS
0 400 800
SCALE: 1 inch = 800 ft.
WR Job NoDATE
022,1428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 1

J
►l�l
s �J)
7
I
f
I,
EX POND 3
n
IMPACT W1
/
/
ry
PERMANENT WETLAND IMPACTS
ROAD CROSSING AND GRADING
2,844 SF (0.065 AC)
PROPOSED
j
ROAD
/
IJ
_j /
✓rrJ//
17
270 270
265
260260
255
-0+50
POSED
DE
RCP
131
.GRADE
1+00 1+50
265
255
3 1r"
E
0+00
0+50
2+00
`Al PROFILE VIEW
I•
GRAPHIC SCALE
1" = 50' HORZ.
1" = 10' VERT.
50 1
IMPACT LEGEND
PERMANENT WETLANDS
PERMANENT STREAM (FUNCTIONAL LOSS)
U
W
um
U
N
w �� E
s
0 25 50
SCALE: 1 inch = 50 ft.
WR Job NoDATE
022,1428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 2
a
0
a
0

IMPACT LEGEND
PERMANENT WETLANDS
PERMANENT STREAM (FUNCTIONAL LOSS)
EX. WETLAND
r, r,
r� r, • � • � .ram
11 II �� j `j �
jl �\ l �\\ •11 ��� �\� •�\ �I �I
� t
II
l
II
I\
IMPACT W2
\ PERMANENT
\
STREAM IMPACTS
I ^
\
SITE GRADING
\ C
\ \
\
6,171 SF (0.142 AC)
I
I \
PROPOSED
BUILDING#1
r
In
o
WETLAND F
t
l ^ 1
\ 1
l
\�
0 1
U
w
um
U
H
N
s
0 25 50
SCALE: 1 inch = 50 ft.
WR Job No. DATE
022,1428 01102/2.23
DRN: WR DGN: WR CKD: WR
FIGURE 3

IMPACT S3
TEMPORARY STREAM IMPACTS
CULVERT INSTALLATION
0.008 AC (36 LF)
WETLAND E
J�
246 \
/ 249 / }
l STREAM 1:
PERENNIAL
PROPOSED ROAD
8'x8' CONCRETE
BOX CULVERT
N
M
N
\ - IMPACT S3
TEMPORARY STREAM IMPACTS \�
/ CULVERT INSTALLATION
0.008 AC (36 LF)
/ TEMPORARY
\ P 240 MP INT I
�
IMPACT S1 I WETLAND E
\ 241 PERMANENT STREAM IMPACT 233
(FUNCTIONAL LOSS)
ROAD CROSSING AND GRADING
242 \ 0.029 AC (135 LF) BYPASS PUMPS
-233 / -232
I IPRAP BASIN DISSIQA OR \ \ \ �5' 2\
i
O
`L
245
RON /. l , l ii`���\\ \ 246 \
L � LA ,S "B"
\ I STREAM 1: I \\
PERENNIAL \Q 247 \
\ 2
" � 48 � }
l STREAM 1:
PERENNIAL
PROPOSED ROAD
8'x8' CON
CRETE
BOX CULVERT
- \ I ) 1 � -1 DEMkIL
EX. 18" RCP IMPACT S2 )� i l IS SHUT)
TO BE REMOVED \" PERMANENT STREAM IMPACT 249
J (NO FUNCTIONAL LOSS) RIPRAP
WETLAND F \ DISSIPATOR 0.007 AC (33 LF)
CULVERT
245 245
BOX CULVERT mmm m
mmmm sm. ON M agamm
9+50 10+00 10+50 11+00 11+50 12+00 12+50
ROT pr,TOP _
SNOVJR CR' r�~ � ~2:1
�� EDGE OF
' \ 3 N
2n NORIZOlRAL ' APRON
CULVERT FLOOR
IMPACT S1
\ 241 PERMANENT STREAM IMPACT 233
1 (FUNCTIONAL LOSS)
ROAD CROSSING AND GRADING
'242 \ 0.029 AC 035 LF)
�Rp
P INTAKE i
-233 -' / -232 �
3h _TEMRARY
CpF ERpAM /
L
WORK AREA DEWA�TERING
PGiv1 DI63�CHARGG� WIT
FILTER
��, � ✓ \ I � � STREAM 1:
EX. 18" RCP IMPACT S2
TO BE REMOVED PERMANENT STREAM IMPACT
(NO FUNCTIONAL LOSS) RIPRAP /
WETLAND F \ p DISSIPATOR 0.007 AC (33 LF) \
DISSIPATOR POOL APRON CHANNEL
10hy or 3Wo 5hs or Wo
TOP OF RIPRAP
RIPRAP BASIN DISSIPATOR -PLUNGE POOL DETAIL
NOT TO SCALE
`n PROFILE VIEW
GRAPHIC SCALE
1" = 50' HORZ.
1" = 10' VERT.
0
0 50 100EM
ro
L AN
IMPACT LEGEND
® PERMANENT WETLANDS
® PERMANENT STREAM (FUNCTIONAL LOSS)
PERMANENT STREAM (NO FUNCTIONAL LOSS)
TEMPORARY STREAM
U
H
N
W- �IIf E
s
o zs so
SCALE: finch = 50 ft.
WRJob No. DATE
02211428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 4
ROT pr,TOP _
SNOVJR CR' r�~ � ~2:1
�� EDGE OF
' \ 3 N
2n NORIZOlRAL ' APRON
CULVERT FLOOR
IMPACT S1
\ 241 PERMANENT STREAM IMPACT 233
1 (FUNCTIONAL LOSS)
ROAD CROSSING AND GRADING
'242 \ 0.029 AC 035 LF)
�Rp
P INTAKE i
-233 -' / -232 �
3h _TEMRARY
CpF ERpAM /
L
WORK AREA DEWA�TERING
PGiv1 DI63�CHARGG� WIT
FILTER
��, � ✓ \ I � � STREAM 1:
EX. 18" RCP IMPACT S2
TO BE REMOVED PERMANENT STREAM IMPACT
(NO FUNCTIONAL LOSS) RIPRAP /
WETLAND F \ p DISSIPATOR 0.007 AC (33 LF) \
DISSIPATOR POOL APRON CHANNEL
10hy or 3Wo 5hs or Wo
TOP OF RIPRAP
RIPRAP BASIN DISSIPATOR -PLUNGE POOL DETAIL
NOT TO SCALE
`n PROFILE VIEW
GRAPHIC SCALE
1" = 50' HORZ.
1" = 10' VERT.
0
0 50 100EM
ro
L AN
IMPACT LEGEND
® PERMANENT WETLANDS
® PERMANENT STREAM (FUNCTIONAL LOSS)
PERMANENT STREAM (NO FUNCTIONAL LOSS)
TEMPORARY STREAM
U
H
N
W- �IIf E
s
o zs so
SCALE: finch = 50 ft.
WRJob No. DATE
02211428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 4
' \ 3 N
2n NORIZOlRAL ' APRON
CULVERT FLOOR
IMPACT S1
\ 241 PERMANENT STREAM IMPACT 233
1 (FUNCTIONAL LOSS)
ROAD CROSSING AND GRADING
'242 \ 0.029 AC 035 LF)
�Rp
P INTAKE i
-233 -' / -232 �
3h _TEMRARY
CpF ERpAM /
L
WORK AREA DEWA�TERING
PGiv1 DI63�CHARGG� WIT
FILTER
��, � ✓ \ I � � STREAM 1:
EX. 18" RCP IMPACT S2
TO BE REMOVED PERMANENT STREAM IMPACT
(NO FUNCTIONAL LOSS) RIPRAP /
WETLAND F \ p DISSIPATOR 0.007 AC (33 LF) \
DISSIPATOR POOL APRON CHANNEL
10hy or 3Wo 5hs or Wo
TOP OF RIPRAP
RIPRAP BASIN DISSIPATOR -PLUNGE POOL DETAIL
NOT TO SCALE
`n PROFILE VIEW
GRAPHIC SCALE
1" = 50' HORZ.
1" = 10' VERT.
0
0 50 100EM
ro
L AN
IMPACT LEGEND
® PERMANENT WETLANDS
® PERMANENT STREAM (FUNCTIONAL LOSS)
PERMANENT STREAM (NO FUNCTIONAL LOSS)
TEMPORARY STREAM
U
H
N
W- �IIf E
s
o zs so
SCALE: finch = 50 ft.
WRJob No. DATE
02211428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 4
DISSIPATOR POOL APRON CHANNEL
10hy or 3Wo 5hs or Wo
TOP OF RIPRAP
RIPRAP BASIN DISSIPATOR -PLUNGE POOL DETAIL
NOT TO SCALE
`n PROFILE VIEW
GRAPHIC SCALE
1" = 50' HORZ.
1" = 10' VERT.
0
0 50 100EM
ro
L AN
IMPACT LEGEND
® PERMANENT WETLANDS
® PERMANENT STREAM (FUNCTIONAL LOSS)
PERMANENT STREAM (NO FUNCTIONAL LOSS)
TEMPORARY STREAM
U
H
N
W- �IIf E
s
o zs so
SCALE: finch = 50 ft.
WRJob No. DATE
02211428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 4
U
H
N
W- �IIf E
s
o zs so
SCALE: finch = 50 ft.
WRJob No. DATE
02211428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 4

PUMF
z
ALN
STREAM FLOW
FLOW
11�
TEMPORARY COFFERDAM AND
CONSTRUCTION STREAM CROSSING
' CLASS "I" RIP -RAP-/
PLAN
r WATERPROOF
POLYETHYLENE FABRIC ON
` FACE (MINIMUM 8 MIL THICK)
1, 2' MIN ,
TO PUMP
STREAM FLOW �
EX STREAM
TEMPORARY STREAM CROSSING BYPASS
WT To scuE
PUMP -AROUND
FLOW -
"B" RIP -RAP
SEDIMENT BAG (ACF "DIRTBAG" OR
APPROVED EQUAL) SIZED AND
INSTALLED IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS
FROM PUMP
/-TOP OF BANK
SECTION A —A
WATERPROOF POLYETHYLENE
FABRIC ON FACE (8 MIL THICK)
TEMPORARY STONE DAM
NOTES:
1. IT IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE CULVERT REPLACEMENT CAN BE COMPLETED DURING A TIME
OF MINIMAL PRECIPITATION.
2. BYPASS PLAN IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION
AND REMOVAL OF ALL EQUIPMENT AND TEMPORARY CONSTRUCTION TO INSURE "DRY" WORKING CONDITIONS.
3. PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR.
4. ESTIMATED PEAK FLOWS ARE AS FOLLOWS:
R007CULVERT
• BASE FLOW TO BE DETERMINED BY CONTRACTOR
• Q10 = 62 CFS (-28,000 GPM)
• Q25 = 90 CFS (-40,000 GPM)
5. EROSION STONE TO BE CLASS "I" OR "B" RIP -RAP AS SHOWN, UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
MAINTENANCE NOTES:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES% INCH OR MORE OF RAIN.
2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY.
3. REMOVE COLLECTED SEDIMENT FROM STONE/RIP-RAP AREAS AS NECESSARY. TOP DRESS WITH 2", WASHED STONE AS
NECESSARY.
CONSTRUCTION SEQUENCE
2
3
4
g
E 5.
9 6.
7.
x
8.
9.
INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION
AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM.
INSTALL BYPASS CHANNEL. DIVERT FLOW TO BYPASS CHANNEL.
INSTALL UPSTREAM DAM (CLASS "I" RIP -RAP) AND DOWNSTREAM DAM (CLASS "B" RIP -RAP) WITH WATERPROOF
POLYETHYLENE FABRIC FACING (MINIMUM 8 MIL THICK).
INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA
BETWEEN STONE DAM USING THE FILTER BAG.
INSTALL THE CULVERTS AND HEADWALLS.
BACKFILL CULVERT.
INSTALL PERMANENT EROSION CONTROL DEVICES AND STABILIZE AREAS AS INDICATED ON EROSION CONTROL PLAN
(SHEETS 7.0 THROUGH 7.6).
CONCURRENTLY WITH STEP 8 REMOVE PUMPS, SEDIMENT BAGS, AND TEMPORARY COFFERDAMS. (REMOVE
POLYETHYLENE, REMOVE AND STOCKPILE RIP -RAP, TO THE LEVEL OF THE STREAM BOTTOM, FOR USE IN CONSTRUCTING
RIP -RAP DISSIPATOR.
CONSTRUCT ROADWAY IMPROVEMENTS.
SEWN -IN CONNECTION
z
OPTIONAL LIFTING STRAPS
SLEEVE FOR PUMP
z
DISCHARGE HOSE
N
VARIES WITH
SILT FENCE
SF
GROUND LINE
SLOPE
COVER #57 STONE
PAD WITH 24" M/N
SEDIMENT FILTER BAG SEDIMENT
GEOTEXTILE FABRIC
FILTER BAG GEOTEXTILE FABRIC
6" MIN
VARIES
24" MIN 10' MIN
SILT FENCE
#57 STONE
Lu
SILT FENCE"
Z
EXISTING GROUND LINE
POLYETHYLENE
Q o
SHEETING (6
> -
MIL MIN)
Lu
USE #57 STONE TO
~ TOP VIEW
LEVEL BAG FROM POLYETHYLENE SHEETING
cJn
NATURAL GROUND LINE SIDE VIEW
w z
Q o
SEDIMENT FILTER BAG
> 0
NOT TO SCALE
MAINTENANCE NOTES:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCINGy INCH OR MORE OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE
REPAIRED IMMEDIATELY.
2. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
3. MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED
FROM THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT
CAPACITY AND REPLACE IMMEDIATELY.
NOTES:
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS.
3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER
PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH
A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN
ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
6. CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS.
HOSE FROM PUMP
PRECAST CONCRETE SECURE TO MANHOLE
MANHOLE RISER SECTION SECTION
WITH CHAIN, VINYL WEB
OR OTHER SUITABLE
48" MIN. MATERIAL
DIAMETER
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DISSIPATOR DETAIL
SCALE
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NOTES:
1. EXCAVATE TO SET 5' DIAMETER PRECAST JUNCTION BOX TO ALLOW
POND DEWATERING TO OVERFLOW SIDES
2. CAREFULLY SECURE PUMP SUCTION TO FLOATING DEVICES TO
PREVENT SEDIMENT.
3. USE RIP RAP CLASS B STONE, MINIMUM 18" DEPTH, d50 = 6", PLACED 6"
BELOW THE BOTTOM ON A 4:1 SLOPE OR FLATTER
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WE lob N. DATE
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GRAPHIC SCALE
1" = 50' HORZ.
VERT.
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SCALE: 1 inch = 50 ft.
WR Job No. DATE
02211428 03/02/2023
DRN: WR DGN: WR CKD: WR
FIGURE 6
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SCALE: 1 inch =100 ft.
WR Job No. DATE
022,1428 01102/2.23
DRN: WR DGN: WR CKD: WR
FIGURE 7

Action ID Number: SAW-2022-01249
Permittee: Trinity Capital Advisors (Attn: Travis Caldwell)
County: Lee
Project Name: Regional Crossroads Industrial Park / TC&I Timber Tract / 603 Rod Sullivan Road / Sanford
Date Verification Issued: 05/31/2023
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

A. Determination of Jurisdiction:
❑ There are waters, including wetlands on the above -described project area that may be subject to Section 404
of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33
USC § 403). This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD,
which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is
authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the
appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United
States.
2. ❑ There are Navigable Waters of the United States within the above -described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean
Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed five
years from the date of this notification, provided there is no change in law or our published regulations or new
information that warrants revision of this determination.
❑ There are waters, including wetlands within the above -described project area that are subject to the permit
requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). This determination may be
relied upon for a period not to exceed five years from the date of this notification, provided there is no change in
law or our published regulations or new information that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action.
However, you may request an approved JD, which is an appealable action, by contacting the Corps for further
instruction.
5. ® The jurisdictional areas within the above -described project area have been identified under a previous
action. Please reference the jurisdictional determination issued 8/10/2022. Action ID: SAW-2022-01249.