20230869 Ver 1_USACE Permit_20230905

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2023-01213 County: Alamance U.S.G.S. Quad: NC -Mebane
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Woodbrooke Court, LLC
Attn: Duane Dassow
Address: 5 Hobbs Court
Greensboro, NC 27410
E-mail: duaneAthedassows.com
Size (acres) —6.63 Nearest Town Haw River
Nearest Waterway UT to Haw Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.032482,-79.336095
Location description: The project site is located approximately 6 miles southeast of Burlington, NC, east of State Highway NC-
119 and north of NC-54 situated at the eastern terminus of Claridge Drive iust south of Scott Lane and west of Melfield Drive
in northeast Swepsonville.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.103-acre of
riparian non-riverine wetland and 0.011-acre (92.2LF) of stream channel, and the temporary discharge of fill material into
0.002-acre (13LF) of stream channel, for the construction, access, and infrastructure of the Woodbrooke Court Townhomes
residential development in Swepsonville, Alamance County, NC.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP-29 Residential 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 6/13/2023, and the enclosed plans WOODBROOKE COURT Wetland/Stream
Exhibit Impacts 1)gs.Wl-6 dated 5/3/2023. 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 Morehead City, NC, at [phone].
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 Julia Tillery at 919.440.1951or iulia.a.tillervnusace.armv.mil.
Corps Regulatory Official: JuZi4, A. T-g&rt' Date: 09/05/2023
Expiration Date of Verification: 3/15/2026

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
https://regu l�ry.ops.usace.army.mil/customer-service-survey.
Copies furnished:
Michael Brame, Pilot Environmental, Inc., mbramekpilotenviro.com
Seren Homer, NCDEQ-DWR, seren.homer(cdeq.nc.gov
Kelly Williams, NCDEQ-DMS, kelly.williams(cr�,deq.nc.gov
Caitlan B. Parker, Davey Resource Group, Inc., caitlan.parkerkdave,
Casey Haywood, CESAW, casey.m.hgywoodkusace.army.mil

SAW-2023-01213
SPECIAL CONDITIONS
a. 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.
b. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September
145 2022, the USFWS published a proposal in the Federal Register to list the tricolored bat as
endangered under the Endangered Species Act (ESA). The permittee understands and agrees that
all work associated with the clearing and removal of trees, and removal or modification of
culverts, must be completed prior to the effective date of the final listing of this species in the
Federal Register. Work associated with the aforementioned activities not completed by that time
must cease, and the permittee must contact Julia Tillery of the Corps at 919.440.1951 or
[e-mail] to determine if additional coordination with the USFWS is
required under Section 7 of the ESA prior to continuing work.
c. Please note that this project is considered cumulative with all current and future phases of the
Woodbrooke Court Townhome residential development with respect to compensatory mitigation
and Nationwide Permit thresholds. As such, impacts permitted for this project (SAW-2023-01213)
are considered cumulative with impacts proposed for any future phases. Current cumulative
losses to waters of the US for the Woodbrooke Court Townhomes single and complete project
include 0.103-acre of riparian non-riverine wetland and 0.011-acre (92.2LF) of stream channel.

Compensatory Mitigation Responsibility Transfer Form
Permittee: Woodbrooke Court, LLC, Attn: Duane Dassow Action ID: SAW-2023-01213
Project Name: Woodbrooke Court Townhomes County: Alamance
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: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.103
*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: 03030002, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.206
Mitigation Site Debited: DM Cape Fear 02 Umbrella Bank— Dutch Farms Mitigation Bank
(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 Name:
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 Davey Resource Group, confirming they are willing and able to accept the
applicant's compensatory mitigation responsibility, dated 6/6/2023 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]. Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Julia Tillery
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]
USACE Project Manager Signature
09/05/2023
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.

51TE D T � JJ III -I I �I I I I I I -----III-1 �
ELI r 5 �•i� PIN: 159434 PI14
TOTAL AREA: 6b3 AGt TQP �:'sg2zs: PIN: Is9+z�r� -- -- -- -- — — — — — — 9eo3onzl0 aHN / I \ 1 \
DEED BOOK: DB. 3690 P6. Om �� I L.
EDICER-O JOHN _ — — _ _ L EDI6ER DA��T 1
L. EDIGER-6AM�T -- L. EDIGER DB \
PARGEL ID: #159398 I i fDI6ERD5_ - 586 I 3eae,P�i y
3848, P6 W89 \ O B"s m, Wade aad Associates, P.A.
SITE COORDINATES: I � � � � � � � / � geo3o
Ig152
LATITUDE: 36.033°Ee
LONGITUDE: -l9 33T° I / 30 F \ I \ \ / ao.s 4 ^ De �3
501L TYPE: GnE2, GhA, CnD2, CnB2 I I I /Flier
RIVER BASIN: HAW RIVER yyo�l ` ORIGINAL I \ 1 1 I \ \
NO. TOWNHOME5. 31 Id —' \ PETLAND5 I I I I \ \
— iI ry I I I1000
#5 I I I 1 \ \ 6PIN g80'Alq �3
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/2 / / I , \ `� I 1 \ L 423, P6 42
LEGEND: �\
/\D Pb Iq P6 45
GL CREEK d GREEK BANK
STREAM BUFFER BOUNDARY
wETLANDs / I I v \ 11 r Iw4L
I o
J �LL � o �
\\ 1 I I \ I I PARGEL ID #15g3q� \ N
AG.t
1w q a
I I % WIC /ONAL �I� ` \ \ I I \ \ \ \ / a
\STREAM BUFFE
I C 44 I 0" j UNDI5TURBED(NE
PLAN NOTES I �I I ( I \ \ k` - \ I 2p- MANAGED (zo Iu I \ \ \ \ Dew
1. RE50URGE AREAS SHOWN HEREON WERE DEL 1�D� \I \ \\ �� v� TO�GREEK BANKO
AND FLA66ED BY "WETLAND AND NATIONAL RE
GON5ULTANT5" IN DEGEMBER OF 2006.
2. 5EE ENVIRONMENTAL REPORT BY "WETLAND AND
NATIONAL RESOURGE5 GON5ULTANT5"FOR RE50URGE e
AREA DATA, GHARAGTERI5TIC5 AND DETAIL5.
3. THE WETLAND AND 5TREAM CHANNEL FLAG LOGATION5 \ \
WERE FIELD SURVEY LOGATED BY BORUM, WADE d \ ' ` \ I I `\ ` \ \ I / yPiN: 10031o0 25 HCODSWOKE ca1RT, LLt.
A550GIATE5, P.A. IN JANUARY OF 2001. \ \ \ I , , `L` \ \ \ I / / pO D 5WW5PLA.E
4. THE WETLAND BOUNDARY SHOWN ON SHEET WI IS THE / 02 W403 1091
o ORIGINAL DELINEATED WETLAND LIMITS IN DEG. OF 2006.
0 5. SHEET W2 5HOW5 THE GURRENT(2023) WETLAND \ I
BOUNDARY AFTER 1?15TUR13ANGE A550GIATED WITH THEIN5TALLA
sSTORMM SETION OFWER PIPES FOR THE STREAM GROSSING. 1/ 1 II �� I i� r •\ �\ I(51 WETLANDS
PLAN INDEX: 1 A 1 I I PINq�
SHEET W-I ORIGINAL WETLAND d STREAM EXHIBIT /I \ I 1 (REI�AIN5 UNDISZURBED) 1 I I I I 1 \ V5
SHEET W-2 GURRENT NETLAND AREA IMPAGT5 I I I 1 \\ \\ 11� I
SHEET W-3 6RADIN6 PLANMROP05ED IMPAGT5 1 1 '" i�lTERMITTENT STREAM AND BA51N I \ I 1 \ o _ ORIGINAL
SHEET W-4 GULVERT/HEADWALL GRO55-5EGTION I \ I 11 I I 1 AREA 15 TRIBUTiiRI' TO HAW GRE K I I \ I I \ N NETLAND i
SHEET W-5 COFFER DAM/RHP PLAGEMENT 4� 'Ii WAT&-9fD STREAM E*HBIT
w SHEET W-6 STREAM GRO551N6 GON5TRUGTION DETAILS
0 30' 60, 120' 180' I i I 6PIN 3oo0s2
GRAPHIC SCALE I GHPI0py9003006500 \ f \ \ FRANKI TAYLOR\ \
1 .gFFREY MOON \ 3434 PK�K270 PB \ 1s M\�AB 3933 P\6 686
" = 60' ` I PATRIGIA MgON " r 12 P6 20`� \72 P6 �(OS
I 05 2840 P6 695 • \ \ I

EXI5TIN6 IWAGT5: T� "
VETLAND5 AREAS -
WETLAND #1000: 3(bOb 5F \ \
WETLAND #2000: 413 5F \
WETLAND #5000: 0 5F \ � -A
8" CULVERT IMPAGT AREA: 13.3 LF
m
r
LEGEND:
— - — GL GREEK 8 GREEK BANK
5TREAM BUFFER BOUNDARY
\
PIETLAND5
r:--,
5TREAM BUFFER - ZONE I
f/i/7 n
STREAM BUFFER - ZONE 11
WETLAND5 IMPAGT
GRAPHIC SCALE
0 30' 60, 120' 150'
1" = 60,
PIN: 434 PIN\ \ \� I I I ' I [`J \ \
29-6PIN:— — — —� _ \ \1�`• , EDICEDB �\v / �iI
L EDI6ER DjN
Isp
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.EFFREY MOON \ 3434 P6 DB 3933 P6 b0b /
PATRIG^A\MOON I 72 P6 2(Y I PB 12 PG 205

PROP05ED IMPAGT5:
JJRI5DIGTIONAL 5TREAM AREA5
GULVERT/NEADWALL5 IMPACT AREA: bI2 LF / 306 5Ft
RIP -RAP IMPACT AREA: 31.0 LF / 155 5Ft
TOTAL 5TREAM IMPAGT: 92.2 LF / 461 5Ft
STREAM BUFFER IMPAGT5:
5TREAM IMPAGT5 - 612 L.F. / 306 5F.
ZONE I(30-FT) - 5,006 5F
ZONE II(20-FT) - 6,435 5F
TOTAL BUFFER IMPAGT - 10" 5F
LEGEND:
Cl CREEK 8 GREEK BANK
5TREAM BUFFER BOUNDARY
WETLAND5
I: I STREAM BUFFER - ZONE I
f/i/7 n
5TREAM BUFFER - ZONE II
ZONE I BUFFER IMPAGT
- ZONE II BUFFER IMPAGT
6RAPHIG 5GALE
0 25' 50' 100, 150'
iw
1
EX. EARTHEN
TOP ELEV.: M225�
,I,EV,t ER=DAWET-
L.�Ai6ER-BjF-
POODMOOKE OOURT, LLL.
5 Noee5 PLACE
6ReWMM0, NC 214 W 1041
[phone]
6RADIN6 ! IMPAGT5

LEGEND:
� — GL GREEK $ GREEK BANK
— — — — 5TREAM BUFFER BOUNDARY
W5
ENDWAL.I,
STD. b362
INCREASE'
3' WIDTH
575
5700++00
1111111
111111-0101-111.
WNWIS-10
MIMI
0+50
5EGTION A -AI
54" G.M.P. GULVERT
5GOPE OF WORK NARRATIVE:
PROP05ED GONGRETE WI%KALL5 ARE TO BE 5ET AT THE LOGATION
OF THE EXI5TIN6 54" G.M.P. ROADWAY GULVERT. 5TORM 5EMP PIPES
TO BE GON5TRUGTED FIR5T A5 PER THE GON5TIWTION 5EQUENGE ON
TH15 PLAN AND/OR A5 PER ANY SUBSEQUENTLY APPROVED
6RADIWER0510N CONTROL PLAN. THE INTENT OF THI5 PLAN 15 TO
PROVIDE ADEQUATE GON5TRUGTION NOTE5 AND DETAILS 5UGH THAT
THE GONTRAGTOR GAN ALLOW THE EXISTING DRAINAGE THAT RUN5
FROM NORTH TO SOUTH ALONG THE 5TREAM TO CONTINUE TO FLOW
THROUGH THE 51TE UNTIL THE NEW 5TORM 5EWER 15 IN -PLACE AND
FUNGTIONAL.
sus
MROP.
E
ENDWALL
�NCDOT 5TD.83821
1NGREA5E HEIGHT I'
INGREA5E LENGTH 550
OF WIN61-101ALL5
s15
ZAP TO BE EMBEDDED INTO
X151IN6 5TREAM BED
I E
s,
GRAPHIG 5GALE5
0 2' 4' 8' 12' Ib'
I" = 4' VERTIGAL
0 20' 40' 80' 120' 160,
1" = 40' HORIZONTAL
WIN
0-0
-1 -
WOO"
mom
,,W
Olin
1101
MIMI;.
m�
00 00 0+50
5EGTION 5-61
18" R.G.P. GULVERT
E
PROPO5ED IMPAGT5:
J RI50IGTIONAL 5TREAM AREA5 Elanvng,ncrs,.
P
CULVERTMEADWALL5 IMPACT AREA: 61.2 LF / 306 5F± S—.y—
RIP-RAP IMPAGT AREA: 51D LF / 405 5F± By ., Wed, end Associ etes, P.A.
PROP05ED HEADWALLSt-
TEMPORARY COFFER DAM / NGDOT b5b.21 FOR EXISTING
DEWATERIN6 PUMP (5EE 5HEE 54" G.M.P. ROADWAY
WS FOR DETAIL5 4 5PEIG CULVERT
(5EE SHEE=M FOR DETAILS
Ik,
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5IIOBB5 PL ,rE
503-1041
bi
I
I l� I
IIII 1 T' I IIIIIII gym.
I
PPOP05ED STREAM GRO551%
GLA55 'B' RIP -RAP 5GALE: 1"=30' n F
APRON ® HEADWALL a VERTAFlE DKALL
30'L x I6W x IS" 1) CF455 5WTION
050 STONE: 12" DETAILS SCALES 4 DETAI
(5EE PLAN W5 FOR DETAILS)"
0 15' 30, 60, 90'
rvx�ro.
I" = 30, W4

LEGEND:
—
GL GREEK d GREEK BANK
_ _ _ —
STREAM BUFFER BOUNDARY
WETLANDS
STREAM BUFFER - ZONE I
G —
GJ L!
STREAM BUFFER - ZONE 11
�'�'•
NETLAND5IMPAGT
TEMPORARY IMPACTS:
TEMPORARY COFFER DAM IMPACT AREA: 13 LF / 65 5F
LL
COFFER DAM - PUMP AROUND:
5GALE: I"=30'
I II
I
II
I II
_
DURIN6 DRY GONDITON5N. HOIWEVER, IF NEGE55ARY,
U5E A GOFFER DAM H/ PUMP AROUND.
` I I
DAM _ALL
A. INSTANDBA65 DAM UPSTREAM OF CULVERT AND
PUMP HATER INTO 00"TREAM.
/
\•
B. REMOVE COFFER DAM AND PUMP AROUND AFTER BY-PA55
STORM SEVER 15 FULLY FUNGTIONAL.
P OODMOOKE COURT, L1.O.
5 HOM5 PLACE
6Rff15E0R0, NO 21403-1O1
(336) 202-15BI
COFFER DAM
PUMP EXHIBIT
6RAPHIG 5GALE
0 15' 30, 60, 90'
I"=50, Y`5

e
IV DEPTH OF GLA55 'B'
RIP RAP TO BE EMBEDDED INTO
.AM BED
SANDBAG
COFFER DAM
O TOP OF
GREEK BANK
5ANDBAG
COFFER DAM CREEK
BOTTOM
GENERAL NOTES: TOP VIEW FRONT VIEW
I. 5ANDBA6 DAM HEIGHT 5 MAX. OR TO TOP OF BANK.
2. IN5PEGT FENGE5 WEEKLY AND AFTER RAINFALL EVENT5. REPAIR-5
ABRIG 5HALL BE MADE IMMEDIATELY. STREAM GROSSING,
5ANDB66 COFFER DAM
I PUMP NOTES
I1,15TALLATION NOTE5
A. I1,15TALL CULVERT DURING A DRY CONDITION A5 BE5T P0551BLE.
B. I1,15TALL SILT -FENCE ON BOTH 51DE5 OF THE CULVERT DURING GLEARING AND GRUBBING.
G. I1,15TALL ROCK DAM OUTLET5 A5 5HOWN ON PLANS.
D. I1,15TALL 5ANDBAC-5 UP5TREAM OF DAM AND PUMP WATER TO DEWATERING SILT 5AGK PRIOR
TO REENTERING 5TREAM.
E. LAY CULVERT d RIP RAP AT END. REMOVE 5ANDBAG6 AND DIVERT FLOW TO CULVERT.
COVER A5 NEGE55ARY. I1,15TALL SILT FENCE AT TOE OF SLOPE A5 SHOWN ON PLAN5.5EED
%IOULDER5 A5 COVER 15 BROUGHT TO FINAL GRADE.
COFFER DAM -PUMP AROUND
54" G.M.P. STORM 5EWER INSTALLATION
Y
PIPE CULVERT OUTLET PROTECTION
VOODMOOKE Caw, 1 1 r.
5 HOMS RAGE
GH�75BOR0, HG 27403-1091
[phone]
STREAM CAWSfiIN&
G0117l;wTION
DETAILS
Wh

Action ID Number: SAW-2023-01213 County: Alamance
Permittee: Woodbrooke Court, LLC, Attn: Duane Dassow
Project Name: Woodbrooke Court Townhomes
Date Verification Issued: 09/05/2023
Project Manager: Julia Tillery
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: Julia Tillery
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