SAW-2023-02416--NWP 58 Verification--26 APR 2024.pdf

DEPARTMENT OF THE ARMY
- U.S.ARMY CORPS OF ENGINEERS,WILMINGTON DISTRICT
RALEIGH REGULATORY OFFICE
3331 HERITAGE TRADE DRIVE,SUITE 105
WAKE FOREST NORTH CAROLINA 27587
April 26, 2024
Regulatory Division
SAW-2023-02416
Sent Via email: [e-mail]
Michael Wagner
Town of Fuquay-Varina
134 N. Main Street
Fuqua-Varina, North Carolina 27526
Dear Mr. Wagner:
This letter is in response to the Pre-Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh on December 10, 2023, for a Department of the Army
Nationwide permit (NWP) verification. This project has been assigned the file number
SAW-2023-02416 and is known as Town of Fuquay-Varina Southern Oaks Sewer. This
file number should be referenced in all correspondence concerning this project.
A review of the information provided indicates that the proposed work would include
the temporary discharge of dredged material in 4.017 acre of wetlands, 1,023 linear feet
of stream channel, and the permanent conversion of 0.824 acre of forested wetlands to
emergent wetlands to facilitate the installation of 18,266 linear feet of gravity sewer. The
project area for this determination includes a -75 acre(s) area which is illustrated on the
enclosed site plans/maps. The project/review area is located in the Cape Fear River
Basin; and extends from West Academy Street to south of the terminus of Bowling
Road along Kenneth Creek and a UT to Kenneth Creek, at Latitude 35.566230 and
Longitude -78.810070; in Fuquay Varina, Wake County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 58
pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.0 § 1344).
The proposed work must be accomplished in strict accordance with the general permit
conditions, any regional conditions, the special conditions listed in this letter, the
application materials, and the enclosed plans. If the extent of the project area and/or
nature of the authorized impacts to waters are modified, a revised PCN must be
submitted to this office for written approval before work is initiated. Any violation of
permit conditions or deviation from your submitted plans may subject the permittee to
enforcement action.
This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies

with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
1. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the
site. On September 14, 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 in the Federal Register.
Work associated with the aforementioned activities not completed by that time
must cease and the permittee must contact the
Corps'([e-mail]) to determine if additional coordination
with the USFWS is required under Section 7 of the ESA prior to continuing work.
2. 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.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.
If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact George Lyle Phillips III, Regulatory
Project Manager of the Raleigh at [phone], by mail at the above address, or by
email at [e-mail]. Please take a moment to complete our
customer satisfaction survey located at https://regulatory.ops.usace.army.mil/customer-
service-survey/.
Sincerely,
qeerrr9Thifflm, _2/Z_Y
George Lyle Phillips III
Regulatory Project Manager
Enclosures
Cc (w/enclosures)
Rick Trone, WithersRavenel (via [e-mail])
Kelly Williams, NCDMS (via [e-mail])

Compliance Certification Form
File Number: SAW-2023-02416 County: Wake
Permittee: Town of Fuqua-Varina, Michael Wagner
Project Name: Town of Fuquay-Varina Southern Oaks Sewer
Date Verification Issued: 4/26/2024
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
Raleigh
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
George.L.Phil [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.
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started: Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee Date

US Army Corps of Engineers —Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Michael Wagner Action ID:SAW-2023-02416
Project Name:Town of Fuquay-Varina Southern Oaks Sewer County:Wake
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: Choose the 8-digit HUC
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.824
*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: Choose the 8-digit HUC
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.824
Mitigation Site Debited: NCDMS
(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

USACE Wilmington District— MRTF Page 2
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:
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: George Lyle Phillips III
USACE Field Office: Raleigh
US Army Corps of Engineers
3331 Heritage Trade Drive,Suite 105
Wake Forest
Email: [e-mail]
q67 4(c -Pkfrt ps -2/.�.�
April 26,2024
Wilmington District Project Manager Signature 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.

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W �
TEMPORARY >
a z IMPACT SPECIFICATION
F- WETLANDS PERMANENT
c1 STREAM WETLANDS
a CONVERSION w
� n
(LF) (SF) (AC) (SF) (AC) (SF) (AC) o
W1 CONSTRUCTION ACCESS - - 48,409 1.111 'o
1 W12 SEWER CROSSING - - 17,372 0.399
S1 SEWER CROSSING 51 1,345 0.031
2 S2 SEWER CROSSING 94 599 0.014 - - -
3 S3 SEWER CROSSING 41 611 0.014
W2 CONSTRUCTION ACCESS - 16,510 0.379
W13 SEWER CROSSING - - 2,616 0.060
4
S4 SEWER CROSSING 75 1,107 0.025 - - -
S5 SEWER CROSSING 47 1,075 0.025
W3 CONSTRUCTION ACCESS - - 35,586 0.817
5 W14 SEWER CROSSING - - 2,143 0.049
S6 SEWER CROSSING 51 1,194 0.027
S7 SEWER CROSSING 42 900 0.021
6 S8 SEWER CROSSING 40 1,062 0.024
W22 TEMPORARY ACCESS 2,959 0.068
7 S9 SEWER CROSSING 46 1,045 0.024 -
W4 CONSTRUCTION ACCESS - - - 46 0.001 -
8 S10 SEWER CROSSING 59 422 0.010 -
S11 SEWER CROSSING 61 1,890 0.043 - - -
S12 SEWER CROSSING 46 1,022 0.023
9 $13 SEWER CROSSING 86 1,858 0.043 - - -
S14 SEWER CROSSING 40 626 0.014 -
W5 CONSTRUCTION ACCESS - - - 1,857 0.043 -
W21 SEWER CROSSING - 606 0.014
10
S15 CONSTRUCTION ACCESS 21 429 0.010
S16 SEWER CROSSING 41 645 0.015
a W6 CONSTRUCTION ACCESS - 7,903 0.181
11
W15 SEWER CROSSING - 2,634 0.060
W7 CONSTRUCTION ACCESS 2,235 0.051
W16 SEWER CROSSING 940 0.022
12 S17 SEWER CROSSING 41 629 0.014 - - -
z S18 CONSTRUCTION ACCESS 20 434 0.010
2
S19 SEWER CROSSING 42 1,059 0.024
W8 CONSTRUCTION ACCESS - - 7,955 0.183
3 13
3
W17 SEWER CROSSING 2,690 0.062
a WillCONSTRUCTION ACCESS - - - 9,713 0.223 -
14 W18 SEWER CROSSING 3,351 0.077
$20 SEWER CROSSING 49 897 0.021 - - -
E
W10 CONSTRUCTION ACCESS - 5,392 0.124
E
W11 CONSTRUCTION ACCESS - - - 516 0.012 -
3 15 W19 SEWER CROSSING 2,704 0.062
e W20 SEWER CROSSING - - 854 0.020
E
n S21 SEWER CROSSING 30 631 0.014 - - -
0
TOTAL 1,023 19,480 0.447 1 139,081 3.193 35,910 0.824
5
I EXHIBITS I
0 25 50
1� SOUTHERN OAKS WETLAND AND
1/ SEWER OUTFALL SCALE:l inch=50ft.
STREAM I M PACTS
WithersRavenel V✓DRNNo. DATE
23-0500 REV 1-02/13124
TABLE DRN PAP DGN PAP CKD JCM
-179It:9 9.4 9,33401 Nc2]s11 I FUQUAY-VARINA,NC EXHIBIT 0
License#:F-14]9 t:919.469.3340 www.withersravenel.com
WAKE COUNTY

NOTE:
IMPACT W1&W12 o N
LIMIT OF DISTURBANCE CONTINUES THROUGH EXHIBIT 3 A g
"R
I I � ry.3 ♦
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• • • - - - •
. .
- - -. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
Z.WETLANDT a
• �, .•.•.•.•.•. •.•.•.•.•.•. . . . . .•.•. . . . . . . .•.•.•.•
IMPACT S1 IMPACT W1 a a � w
• •'•'•'•'•' `- •' TEMPORARY STREAM IMPACT ' ' ' ' ' ' ' • • . TEMPORARY WETLAND IMPACT a 3
SEWER CROSSING TEMPORARY CONSTRUCTION ACCESS a C Z 0 -
51 LF(1345 SF/0.031 AC.) 48409 SF/1.111 AC. � Cr W � z
�� PROPOSED 24"SEWER LINE = a, z
• ,; 10'MAINTAINED INSTALLED BY OPEN CUT LL LV a 3 }
S 5 - - - - - - CORRIDOR,TYP. °_ LL S
. . . . . . . . . . . . . . . . . . IMPACT W12
0 W
'• - - - - PROPOSED 40'SEWER EASEMENT(TYP.) . . . . - TEMPORARY WETLAND IMPACT N N
Z � Cr
--�_ - - - - - - - - PERMANENT CONVERSION IMPACT
WETLAND T- _ SEWER c�EWER CROSS PERMANENT O
MAINTENANCE CORRIDOR H
S 7 17372 SF/0.399 AC. z .
. . . . . . . . . . . . . ——————————————— w r
w� N
STREAM FLOW TO BE BYPASSED -.-.-.- - ------- --- - - - ---------- - ..... - - - - S6, vwi
DURING CONSTRUCTION. SEE.
STREAM FLOW BYPASS DETAIL . . . . . . . . . . . . . . . . . . Z V
ON EXHIBIT 16.. . . . . . . . • �j - - - - - - - - - - - -
a . . . . . . . . . . . . . . . . . . . 1 KENNETH C� 11/ . -
. . . . . - a
. . . . . . . . . . . . . . . . . . . �,/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q
. . . . . . . . . WETLAND T . . . . . . // . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I G
. . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . WETLAND T, . . - - - - - - - - - - - - . . . . . . . - - -AND
•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. ------------------ i \ .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. .-.-.-.- STREAM 18 .-. . \ .• Q
EXISTING TOP OF BANK PERENNIAL �yJ
. . . . . . . . . . . . . . . �-. . . . . . . � // jj . . . . . . . . . . . . . . . . . . . .
2 - - - STREAM 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -
LL . . . . . . . . . . KENNETH CREEK. . . . . . . . . . . . . . . . . . . N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . - f/ - Q
• KENNETH CREEK 7
01
3 . . . . . . . . . . . . . . . . . . . . . . . . . . . ! L
. . . . . . . . . . . . . . . . . . . . . . . .
o STREAM 20
.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. PERENNIALo
. . . . . . . . . . . . .
. . . . . . . . . . J
E ✓ _ W
E
2.
E • -
LEGEND 5�
a 1 �
m EX.WETLANDS k
a
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
23-0500 REVI-02/'3/24
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ DRN.PAP DEN.PAP CKD-JCM
EXHIBIT 1

.
' .........................................
NOTE: �
IMPACTS W1&W12
CONTINUES FROM EXHIBIT 1 C
THROUGH EXHIBIT 3 '
v
STREAM 19
----INTERMITTENT. . .......................... . . . . ......... .-.-.-.-.-.- �3
��y/ v
\ STREAM 10 a
.............................PERENNIAL \ ,. Ul '
o
�--�
EXISTING TOP OF BANK' •-•-•-• \\-•-•-•-•-•-.- WETLANDT- ,-,��\ ---------------------•-•-'IMPACTWI J
.................. -.-.-.-.-.-.-.-. CONSTRUCTION ACCESS
_ TEMPORARY WETLAND IMPACT
PROPOSED 24 SEWER LINE • TEMPORARY CONST N
. . . . . . . • • • • •INSTALLED BY OPEN-CUT • • . . . - - 48409 SF/1.111AC.
• LIMIT OF DISTURBANCE
. .
STREAM FLOW TO BE BYPASSED •I' WETLANDT .I I Q
DURING CONSTRUCTION. SEE . . . . . . . . . . . . . . � \_�. . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z
• F STREAM FLOW BYPASS DETAIL • • • • • • - • • PROPOSED
/ / . . . .40'SEWER EASEME_NT(T/Y/P.)/ . . . .�. _ . . . . . . . . . . . /. . . . . . . . . .
O
.
o. . . . . . . . . .S935p • • • • • • • • • • • • .
La a O LLm . . . . . . . 3 . . . . . . . . . Q a
• • • • • • • • • • • • • J . . . . a D Z D
2 z. . . . . . . . . . . . 33+ CrWOX 6+ Y
i Lu
n
xw LL
30+00 . . . . . . . . . . . . . . . . . . M � 3 >
. . . . . . . . . . . . . . . . . . . . . . . . . . . . >
O W
�� .�//�� . . . . . . . . . . .•.-. .•.•.•.•.•.•.-.-. _ N N a
- - - - - - - - - - - IMPACT W12 - - - - �'� w
. 10'MAINTAINED -`— �' x O
Q TEMPORARY WETLAND IMPACT �� G,w
. . . . . . . . . . . . . CORRIDOR,TYP. . . . . . . . . . L
. . . . . . . . . . . . . . . . . . . . . . . . . . . WETLANDT . . . . . . - - - - - - - - / PERMANENT CONVERSION IMPACT — . . . . . . . . . . .
IMPACT S2 - • • • • • • • • • • • • • • • • • . . . - SEWER CROSSING/10'PERMANENT 1 ,. w
MAINTENANCE CORRIDOR 1 Z
- - - - - - - - TEMPORARY STREAM IMPACT - - - - - - - - - - EXISTING TOP OF BANK - -
SEWER CROSSING - - • • • • • • • • • • • • • • • • . . . 17372 SF/0.399 AC.
94LF(599SF/0.014 AC.) . ......................................... �....-.-.....................-. .,� 1 // \ -.-.-.-.-.-.-.-. Q F_
%
. . . . •/ . . . - - - i / Y.�. . . . . . . . . . . . . . . 1 1 17
. . . . . . ��. U
10
KENNETH CREEK 1 1 — `
1
..WETLANDT�. I
/ - . . . . . . . . . . . . . . 1 . .
. _ 11 1 Q
LLJ
z STREAM 1 . ........................... •S 1 11 \ �-
2 KENNETH CREEK 1 I ~
LL . - N
. . . . . . . . . . . . 11 1
1 1 0
/ .• 1 1 Z
1 J
E 1 w
E2.
1 1
' 1
LEGEND
/$ �\o,
m � EX.WETLANDS �.
a
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
23-0500 REV I1-02/'3/24
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ •DRN.PAP DEN.PAP CKD-JCM
EXHIBIT 2

� N
I 'I W E O
STREAM 16 I I >
PERENNIAL
� I I I BUILDING I \\
I I
STREAM 17
INTERMITTENT PROPOSED 40'SEWER EASEMENT(TYP.)
i I o I I _ \
STREAM/ 1
/ I LIMIT OF STREAM
CREEK
' ♦ DISTURBANCE' \ \
EXISTING TOP OF BANK S 12 �.� PROPOSED 24"SEWER LINE
INSTALLED BY OPEN-CUT
/ IM PACT S3 \ •\� // _
TEMPORARY STREAM IMPACT \ _
SEWER CROSSING \\ \\• —
41 LF(611 SF/0.014 AC.) \\ u'9"O \� •�/ `
O
STREAM FLOW TO BE BYPASSED \\\ WETLAND T.
DURING CONSTRUCTION. SEE ,
STREAM FLOW BYPASS DETAIL ,
ON EXHIBIT 16. \
10'MAINTAINED y
CORRIDOR,TYP. S 11 `
IMPACT W12
TEMPORARY WETLAND IMPACT
PERMANENT CONVERSION IMPACT
SEWER CROSS ING/10'PERMANENT ,
MAINTENANCE CORRIDOR ,
17372 SF/0.399 AC.
PROPOSED 40'SEWER
EASEMENT(TYP.) •� N
WETLAND T ��
4,Q .
IMPACT W1
TEMPORARY WETLAND IMPACT
z TEMPORARY CONSTRUCTION ACCESS
NOTE: 48409 SF/1.111AC.
IMPACT W1&W12
3 CONTINUES FROM EXHIBIT 2 ,
9
• S-10
a � .
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E ® TEMPORARY WETLAND IMPACTS
►� TEMPORARY STREAM IMPACTS
0
5
INDIVIDUAL IMPACT MAPS
1/ I 0 25 50
SOUTHERN OAKS
1/ SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOONo REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
-1s MaaKenan 9,334C1 w—wi7911 FUQUAY-VARINA,NC EXHIBIT 3
License#:F-1 5 t:enan 9.33401 wwNC 27 ersravenelcom
WAKE COUNTY

' NOTE:
' STREAM 21 IMPACTS W2&W13 CONTINUES o
INTERMITTENT THROUGH EXHIBIT 5 A o
"r
STREAM 1 z 3
KENNETH CREEK ``N a
L
. . . . . . . . . .
STREAM FLOW TO BE BYPASSED "
' ' • •' •' •' _ ' ,' ,• , I DURING CONSTRUCTION. SEE
• . ' ' ' . . STREAM FLOW BYPASS DETAIL
. . . . . . . . . _
,�. . . . . . ' . . . . . .. .. .. •. N EXHIBIT 16.
. . . . . . . . . . .
. . . .• . . . . .On" son ' .r.�. am -1 �� i' • '� now .• 1 M PACT S5
`
. . . . . \ . . . . I
• � •..f. TEMPORARY STREAM IMPACT� � • . �WETLAND R • � � � � I \_ SEWER CROSSING
Q
r\\ IMPACT S4 I • . . . . . . . . . . . . . . 47 LF(1075 SF/0.025 AC.) Z_
TEMPORARY STREAM IMPACT • �' • • ' '
\\ SEWER CROSSING . . . DC
PROPOSED 24"SEWER LINE . . . . I Q to J z
\\ 75 LF(1107 SF/0.025 AC.) I ,• .� . . • • • INSTALLED BY OPEN CUT Y J o
\ ,� • • . • • • • I ' ' , • • . . . . . . . . . . . . , • • , • • . . . • . • • . a Q Q U
\\ . . . . . . . . . . . _ . . I• . . 10'MAINTAINED f Q Q a
• ' CORRIDOR,TYP.
Z
W
.� _— + ++ + + .:�+03 50+00 51+00 +52+00 S-117� o' LL W
48+00 ? 3 >
•aloo-wo, • • • � • • • • � c` • . • • 1 • 1• • • • . 11
• • . • • . • , , . • • • • • I • I • I
• • • ' . ' ' ' • ' • PROPOSED 40'SEWER I \ ~
. . . . . . . . . . EASEMENT(TYP.) , .• . I \ \ . . . . . . . . . . . . .
.. .. I I I ` \ \\ WETLAND ' ,' ,• .I . . \\
STREAM FLOW TO BE BYPASSED • . . IMPACT W2 V � \� - _�� \
. .• • ' , . TEMPORARY WETLAND IMPACT IMPACT W13 •
DURING CONSTRUCTION. SEE , , . . . . \ ` TEMPORARY WETLAND IMPACT \
STREAM FLOW BYPASS DETAIL � � � ' I TEMPORARY CONSTRUCTION ACCESS \ \ .• • — • ,• . 5� d
• • . . ' 16510 SF/0.379 AC. A`�,I PERMANENT CONVERSION IMPACT ON EXHIBIT 16. ' ' r . . . . . . . . .
• • • I I , , . . . ' I' I \ \`�SEWER CROSSING/10'PERMANENT ��Ey
I c . • • I I I I \ \ MAINTENANCE CORRIDOR
. . . .. .. .. . . I I EX.20'PUE \ ` 2616 SF/O.ObO AC. PCGN�, G
i . ' • � • . . . I, ., .. . ••
LLI
LANDR. • • • • • . . . . . . . . � . • . . . . . . . 'WET
. . \ . . \. • . . . . . . . . . . . . . . .� � : � : . • • I"
\ V � �
I I \ \ Q
. . J /
. . . . . . . . . . . . . . • / / \ \ . . . . . W. . . . . . v v .\.
E , • , • • • • • • • • • , • , • • • • • • • • • \
• • • • ` \
/ • I •
LEGEND
EX.WETLANDS
m
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
I-02/'3/24 23-0500 REV
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ 'DRN.PAP DGN.PAP CKD-JCM
EXHIBIT 4

/ EX. /
BUILDING / NOTE:
• MATCHLINE-SEE EXHIBIT 4 / IMPACT & C o
CONTINUED FROM EXHIBIT 0
• `/ / IMPACT W3 CONTINUES N a >
/ THROUGH EXHIBIT 6 > r
• 1 ry 3
I IMPACT W13 `` °
• TEMPORARY WETLAND IMPACT (� s o
` PERMANENT CONVERSION IMPACT ,. L
SEWER CROSSING/10'PERMANENT QJ f
• o MAINTENANCE CORRIDOR
• \• 2616 SF/0.060 AC. L ~
� J.J
• _'�. IM PACT W2
TEMPORARY WETLAND IMPACT
• �, TEMPORARY CONSTRUCTION ACCESS
• �' " S-18 \ 16510 SF/0.379 AC. \
\` \�\, • \ IMPACT W3 BUILDING <\ > Y J o
er \ PROPOSED 24 SEWER LINE \ Q Q u
• \ so \ TEMPORARY WETLAND IMPACT > O LL
INSTALLED BY OPEN CUT a
• p TEMPORARY CONSTRUCTION ACCESS / ,- , 3
LIMIT OF DISTURBANCE \• \ 35586 SF/0.817 AC. Z Z
` J <o W
\ \� /�\ / WETLAND
./• a = = Z
a
PROPOSED 40'SEWER EASEMENT(TYP.) EXISTING TOP OF BANK LL W
LL
\\ \ IMPACT W14 10'MAINTAINED 0 = 3
TEMPORARY WETLAND IMPACT CORRIDOR,TYP. Cr
PERMANENT CONVERSION IMPACT '
•. N N
. .� Z
• \ SEWER CROSSING/10'PERMANENT
o
•` \ \ MAINTENANCE CORRIDOR ♦ —
1 2143 SF/0.049 AC. - •WETLAND _
x Z
• \ oo — // STREAM 12 WILL m �
NOT BE DISTURBED N
5-19
/ x Q
I\I I •WETLANDR
\ I
\ %i •�i \ Q
\ _ �� W
C
• //• KENNETH REW �I WETLAND
a
EX.20 SEWER STREAM 12 ♦ Z
• •,_ EASEMENT(TYP.)
o \\ \\ • ' • • , _ __ IMPACTS6 INTERMITTENT Q
TEMPORARY STREAM IMPACT
\ — STREAM 1 SEWER CROSSING Z
\ — — KENNETH CREEEK 51 LF(1194 SF/0.027 AC.) Q
— ——————— — — ——— J
E STREAM FLOW TO BE BYPASSED
STREAM 14 DURING CONSTRUCTION. SEE W
3 INTERMITTENT STREAM 13 STREAM FLOW BYPASS DETAIL
E ON EXHIBIT 16.
$ INTERMITTENT _
r
LEGEND � a
EX.WETLANDS a
m
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
23-0500 REV I1-02/'3/24
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ DRN.PAP DEN.PAP CKD-JCM
EXHIBIT 5

NOTE: a
IMPACT W3 CONTINUED o
FROM EXHIBIT 5 C
PROPOSED 20'ACCESS EASEMENT /j/ // a) >
r
Ile a
/, xP
IMPACT W22 yg0�7 ` Sb � J
• / TEMPORARY WETLAND IMPACT
• ' I I TEMPORARY ACCESS 3
• 2959 SF/0.068 AC.
IMPACT S8 Q WETLAND R �' TEMPORARY STREAM IMPACT� Z
. —
SEWER CROSSING
.• .• ' • 40 LF(1062 SF/0.024 AC.) STREAM 11
• I ' L-- ——— INTERMITTENT Q N J z
Q
LL.
. . . . . . . • —————
. . . . . .• • • • • • • • , , • • • • • • • • • • • • • , • • • • • • • • • . . • • i Z
-� • , • • • • , • • • • • • .• • • • , • • • • • • • • • • • • • • • • , • • , � Z
\
Lu
. . .
1 . �• _ z
. . . IMPACT W3 . . . . . . \ \ > LL LU a
. . . . TEMPORARY WETLAND IMPACT . . . . . . . . \\ \\ LL >
�. TEMPORARY CONSTRUCTION ACCESS , , , . . . . . • • • • . • \ O W D
\, STREAM FLOW TO BE BYPASSED 35586 SF/0.817 AC., , , . . \ WETLAND Q , . Z N N Cr
, , , , DURING CONSTRUCTION. SEE . . . . , . . . \\ / ' ' ' , , LL
�. , , S 22
\ STREAM FLOW BYPASS DETAIL , . . . . . \ O
\ . . EXHIBIT 1. . \ . .\
i
. . . . . . . . . .
•02�• �\• •• •••••••� \ .• •• .• .• •' �' •. .• .•WETLANDR CREEK
+\ I / KENNETH CREEK
• 10'MAINTAINED CORRIDOR,TYP. • • * **** \
•
titiFT \****,** 6 XOO \\�PROPOSED 40'SEWER EASEMENT(TYP.) V
. Z WETLAND R, . . . . . . . . . .// ycRFF . .• �� • \ \\ d
. . . . . . . . . . . . . . . \\------------
\
- .� . . \
+ .
EXISTING TOP OF BANK \\ S 293+00 W
SS
• \
* * \ V)
LL • • i•i i ' m - , . . .. . .• .• .• .•� \ \--------------- Q
" * *** STREAM 1
** .• KENNETH CREEK�� ,�� • /i• Z
• STREAM FLOW TO BE BYPASSED Q
,/ .• DURING CONSTRUCTION. SEE 0
PROPOSED 24"SEWER LINE - / STREAM FLOW BYPASS DETAIL
INSTALLED BY OPEN-CUT ' . ON EXHIBIT 16. Z
IMPACT S7 I ( J
E
TEMPORARY STREAM IMPACT %/ I
SEWER CROSSING
/ W
3 42 LF(900 SF/0.021 AC.)
E - \
E
E
LEGEND
EX.WETLANDS
m
e TEMPORARY WETLAND IMPACTS(MAINTAINED) o 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
23-0500 REVI-02/'3/24
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ DRN.PAP DEN.PAP CKD:JCM
EXHIBIT 6

N
IEXISTING RCBC w l E
S-25
\ o
\ I EXISTING TOP OF BANK
\ o
\ s
�X
op
PROPOSED 24"SEWER LINE / \\
INSTALLED BY OPEN-CUT STREAM 1
\ �\ KENNETH CREEK
IMPACT S9 \ ++ ��\ STREAM FLOW TO BE BYPASSED
TEMPORARY STREAM IMPACT \ o ++ DURING CONSTRUCTION. SEE
SEWER CROSSING \\ pp, + \\ I STREAM FLOW BYPASS DETAIL
+
46 LF(1045 SF/0.024 AC.) \ ON EXHIBIT 16.
goy \\ ++++ \ PROPOSED 40'SEWER
S-24 i EASEMENT(TYP.)
P
I o I
\\ I 1
I I
I I
ol
� w I
I �
r � v I I �
w
Z I
o
Y)
� � •\\ I o it
3 / �• • • • i 0010
_ \
• \ C_7Q
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E ® TEMPORARY WETLAND IMPACTS
* TEMPORARY STREAM IMPACTS lmk
0
5
INDIVIDUAL IMPACT MAPS
1/ I 0 25 50
SOUTHERN OAKS
o
1/ SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOONo REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
-1s MaaKenan 9,334C1 w-i7911 FUQUAY-VARINA,NC EXHIBIT 7
License#:F-1 5 t:enan 9.33401 wwNC 27 ersravenelcom
WAKE COUNTY

E N
�py IMPACTS11
1++ 0 F�TEMPORARY STREAM IMPACT \ \ I'
SEWER CROSSING \ ONE-1 \�\
+ ' 61 LF(1890 SF/0.043 AC.) OyF\ \
a
0
Iy +� ONE
STREAM FLOW TO BE BYPASSED \ONE ONE,—
DURING CONSTRUCTION. SEE ` \ \
' STREAM FLOW BYPASS DETAIL `\\ \ \ \Oyt
I ON EXHIBIT 16. `\ OyE\
o �
ol
o I I
1 `
1
\ STREAM 1 \
KENNETH CREEK _
' STREAM FLOW TO BE BYPASSED \
' EXISTING TOP OF BANK
� DURING CONSTRUCTION. SEE
y STREAM FLOW BYPASS DETAIL /
ON EXHIBIT 16.
s � \
' r
1 \ STREAM 9
IMPACT S10 INTERMITTENT
.31 �\ TEMPORARY STREAM IMPACT
SEWER CROSSING
\ \\ 59 LF(422 SF/0.010 AC.)
\\�PROPOSED 40'SE\R EASEMENT(TYP.) �\
a
\\ \
\\ g6+00 ,
WETLAND P
\ S-30 IMPACT W4
PROPOSED 24"SEWER LINE \ +OU TEMPORARY WETLAND IMPACT
3 INSTALLED BY OPEN CUT \ TEMPORARY CONSTRUCTION ACCESS
\� 46 SF/0.001 AC.
a
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E ® TEMPORARY WETLAND IMPACTS
EA,b
t TEMPORARY STREAM IMPACTS
5
INDIVIDUAL IMPACT MAPS
1/ I 0 25 50
SOUTHERN OAKS
o
1/ SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOO III N� REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
us 9 t 91.Dd33 4 ca,v.—ith,1 FUQUAY-VARINA,NC EXHIBIT 8
License d:F3 5 M t:919.469.3 I C�+'NC 27 ersmvenel.wm
WAKE COUNTY

N W
STREAM FLOW TO BE BYPASSED STREAM 4 I I
DURING CONSTRUCTION. SEE PERENNIAL
STREAM FLOW BYPASS DETAIL �'Ll S-3 '
ON EXHIBIT 16. �' \ / S — •
IMPACT S13 q9+p0 FMB
TEMPORARY STREAM IMPACT , ««« +
SEWER CROSSING
86 LF(1858 SF/0.043 AC.) ""w/ 9$5-36�+
\N PG5�1No R
PROPOSED 12"SEWER LINE -
INSTALLED BY OPEN-CUT x
++.t' I M PACT S14
TEMPORARY STREAM IMPACT
+++ +x+ « h SEWER CROSSING
l++.,++ + '«'+++ h 40 LF(626 SF/0.014 AC.)
•� X , STREAM 1000
/++ ++/q� // KENNETH CREEK
EX.SEWER
EX.BRIDGE \'
/ CROSSING
��y o Z
35
PROPOSED 24"SEWER LINE \ '
7 S-34 INSTALLED BY OPEN-CUT I \
SS X hh /
EXISTING TOP OF BANK \
\
9s �\ PROPOSED 40'SEWER EASEMENT(TYP.) \\
XDO '
1
\ 9 \
�. \ \-1 \ IM PACT S12
\ TEMPORARY STREAM IMPACT
's \ S-33 SEWER CROSSING
z \\ 46 LF(1022 SF/0.023 AC.)
LL STREAM FLOW TO BE BYPASSED 94*00 + +
DURING CONSTRUCTION. SEE + + ++
3 STREAM FLOW BYPASS DETAIL +
+
\ ON EXHIBIT 16. \
S-32
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E ® TEMPORARY WETLAND IMPACTS
TEMPORARY STREAM IMPACTS
0
5
INDIVIDUAL IMPACT MAPS
1/ 0 25 50
SOUTHERN OAKS
1/ SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOO III No REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
-1s MaaKenan 9,334 Carv�Nc vs11 FUQUAY-VARINA,NC EXHIBIT 9
License#:F-1 5 t:enan 9.33401 wwNC 27 ersravenelcom
WAKE COUNTY

C o
\ / /
u 3
0
sro
o ul
o
p / , ` rP
EXISTING TOP OF BANK
— —
// p KENNETH CREEK STREAM //// S� ' — —
/ /
STREAM 3 / / Q
PERENNIAL — / / / I I // I I. /o�/yD �� /// / CC
. . . . . . . . . . . . . . . SS ///
don amSTREAM FLOW TO BE BYPASSED O / . •• • • WETLAND G l� / ' Q Q o
DURING CONSTRUCTION. n� p `off / `a O LL Y
SEE STREAM FLOW BYPASS / / ,�� //1 �, I I . . . .• • N-b / / / a j Z j 3
DETAIL ON EXHIBIT 16. / _ / Z Z u
�� SS / LIMIT OF DISTURBANCE a LU a
i o LL
LL
' S�
/ N-4 / \\ / / � u
10'MAINTAINED CORRIDOR,TYP.
0
S
S �' / IMPACTWS
TEMPORARY WETLAND IMPACT N
O \ 0,00/SS �' PROPOSED 40'SEWER EASEMENT(TYP.) TEMPORARY CONSTRUCTION ACCESS
/ �C6�
+ �\ / N 5 1857 SF/0.043 AC. lopV
PROPOSED 1 " EWER LINE IMPACT W21
/ // / „� /\\�� 8 S
/ / INSTALLED BY OPEN-CUT TEMPORARY WETLAND IMPACT
PERMANENT CONVERSION IMPACT c,5/
`SEWER CROSSING/10'PERMANENT /
MAINTENANCE CORRIDOR /
p / IMPACT S16 ` 606 SF/0.014 AC. / W
57
O / TEMPORARY STREAM IMPACT /
O SEWER CROSSING
41 LF(645 SF/0.015 AC.) V)
A / + / / IMPACTS15
S Q
�\ + / TEMPORARY STREAM IMPACT
�� ++'+ CONSTRUCTION ACCESS ` Q
+ O BY BRIDGEMAT ` 0
/ / / 0 / 21 LF(429 SF/0.010 AC.)
SEE DETAIL ON EXHIBIT 17
E /
SS LLI
E
E `
LEGEND
EX.WETLANDS
m
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
I-02/'3/24 23-0500 REV
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ 'DRN.PAP DGN.PAP CKD-JCM
EXHIBIT 10

• \ 'of
N
\ ss \
N
o
• PROPOSED 40'SEWER EASEMENT(TYP.)
• 10'MAINTAINED CORRIDOR,TYP.
IMPACT W6
TEMPORARY WETLAND IMPACT
• TEMPORARY CONSTRUCTION ACCESS
• 7903 SF/0.181 AC.
7 IMPACT W15
• TEMPORARY WETLAND IMPACT
• PERMANENT CONVERSION IMPACT
/ SEWER CROSSING/10'PERMANENT
MAINTENANCE CORRIDOR
�I WETLAND F 2634 SF/0.060AC.
j PROPOSED 18"SEWER LINE• •
\ INSTALLED BY OPEN-CUT N-8
STREAM 1 \
KENNETH CREEK \
\
0
EXISTING TOP OF BANK ����J •\\ \\
\ \
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E
E ® TEMPORARY WETLAND IMPACTS
b
TEMPORARY STREAM IMPACTS
5
INDIVIDUAL IMPACT MAPS
1/ I 0 25 50
SOUTHERN OAKS
o
1/ SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOO III No REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
-14 MIt 919.4 9,33401w NC thI FUQUAY-VARINA,NC EXHIBIT 11
License#:F-14]9 t:919.469.3340 www.withersravenelcom
WAKE COUNTY

N
V
V
II N
w lo E
\ \, N 15 / IMPACT S19 v
TEMPORARY STREAM IMPACT c
SEWER CROSSING
STREAM 1 / / 42 LF(1059 SF/0.024 AC.)
KENNETH CREEK ++
+ `+ STREAM FLOW TO BE BYPASSED
/ ++ DURING CONSTRUCTION.
PROPOSED 18"SEWER LINE / o` ++ + SEE STREAM FLOW BYPASS
INSTALLED BY OPEN-CUT / DETAIL ON EXHIBIT 16.
LIMIT OF DISTURBANCE / / EXISTING TOP OF BANK
/ °
PROPOSED 40'SEWER EASEMENT(TYP.)
IMPACT W7 /
TEMPORARY WETLAND IMPACT
TEMPORARY CONSTRUCTION ACCESS o / WETLAND E
2235 SF/0.051 AC. 10
IMPACT W16
TEMPORARY WETLAND IMPACT / PROPOSED 20'
PERMANENT CONVERSION IMPACT , ' ACCESS EASEMENT
SEWER CROSSING/10'PERMANENT . N-14 / 10'MAINTAINED _____————
MAINTENANCE CORRIDOR CORRIDOR,TYP. // /
940 SF/0.022 AC.
/
WETLAND IMPACT S18
V• `r //// TEMPORARY STREAM IMPACT
CONSTRUCTION ACCESS
/
• BY BRIDGEMAT
' STREAM FLOW TO BE BYPASSED ' \ ) �� 20 LF(434 SF/0.010 AC.)
DURING CONSTRUCTION. ' \ SEE DETAIL ON EXHIBIT 17
SEE STREAM FLOW BYPASS ' \
z DETAIL ON EXHIBIT 16.
2 • • I
m IMPACT S17
. �+ TEMPORARY STREAM IMPACT
3 \ SEWER CROSSING
41 LF(629 SF/0.014 AC.)
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E ® TEMPORARY WETLAND IMPACTS
FA.0
'.'+ TEMPORARY STREAM IMPACTS
5
INDIVIDUAL IMPACT MAPS
1 0—
0 25 50
SOUTHERN OAKS
o
SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOO III No REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
-1s MaaKenan 9,334C1 w—wi7911 FUQUAY-VARINA,NC EXHIBIT 12
License#:F-1 5 t:enan 9.33401 wwNC 27 ersravenelcom
WAKE COUNTY

N
\ y
.23 \
\ W E
\ 1 T
\ r
\ 5
\ W
\ PROPOSED 40'SEWER EASEMENT(TYP.)
S °
n
v
\\\ 6,xS 00 \ IMPACTWI7 0
\ TEMPORARY WETLAND IMPACT
\ \ PERMANENT CONVERSION IMPACT
\ \ - SEWER CROSSING/10'PERMANENT
MAINTENANCE CORRIDOR
• 2690 SF/0.062 AC.
N, PROPOSED 18"SEWER LINE
• INSTALLED BY OPEN-CUT
• IMPACT W8
• TEMPORARY WETLAND IMPACT
TEMPORARY CONSTRUCTION ACCESS
• 7955 SF/0.183 AC.
10'MAINTAINED
� CORRIDOR,TYP.
'WETLAND C
STREAM 1 \
KENNETH CREEK
10 �� \ /• N-22\�
EXISTING TOP OF BANK
/ EX. \
3 BUILDING
OE
LEGEND
E EX.WETLANDS
3 TEMPORARY WETLAND IMPACTS(MAINTAINED)
E
E ® TEMPORARY WETLAND IMPACTS
b
TEMPORARY STREAM IMPACTS
0
INDIVIDUAL IMPACT MAPS
1/ I 0 25 50
SOUTHERN OAKS
o
1/ SEWER OUTFALL WETLAND AND SCALE:1 inch=50ft.
g W i t h e rs Ra ve n e l STREAM I M PACTS 23ROSOO III No REV 1-02/13/24
DRN:PAP DGN:PAP CKD:JCM
-1s MaaKenan 9,334C1 w-i7911 FUQUAY-VARINA,NC EXHIBIT 13
License#:F-1 5 t:enan 9.33401 wwNC 27 ersravenelcom
WAKE COUNTY

i
o �
> v
u 3
IMPACT 520 TEMPORARY STREAM IMPACT `` o
L.1� v o
SEWER CROSSING EX.HWY 42 9k ,. LA
49 LF(897 SF/0.021 AC.) PUMP STATION#2
s 4J !a
STREAM FLOW TO BE BYPASSED
DURING CONSTRUCTION. M
SEE STREAM FLOW BYPASS N_26 \
DETAIL ON EXHIBIT 16. 'N 26A
z
�c
Y �
0
WETLAND B \ a >- O L w
s � D z ~. a —
a• = u
/ STREAM 1 • '• •• �'.' '' .'J ) `\ a _ z
KENNETH CREEK LL
LL
EXISTING TOP OF BANK 11 / z 0 j a
}
O W a
iz C
LL
/ • , \
IMPACT W18
H
/ TEMPORARY WETLAND IMPACT • • • • .• •• '• �' •' • � `
PERMANENT CONVERSION IMPACT . . . . . . . . . . . • . • —
\\ SEWER CROSSING/10'PERMANENT. • • • • WETLAND B '
MAINTENANCE CORRIDOR • • • . ' • • • N-25 /
3351 SF/0.077 AC.• • • • • • ' ' . ' .
PROPOSED 40'SEWER EASEMENT(TYP.) / • •• • ••• • • '• ' •• • •• / Q
//
a • • fl�� TEMPORARY CONSTRUCTION
EASEMENT
• 10'MAINTAINED
'
• CORRIDOR,TYP. Q
\ W
's // •�
�� • '•
. . . . . . . .
. .
\\ �/ .• .• . . . . .•
POSED 18"SEWER LIN
NSOTALLLED BY OPEN-CUT E V)
N-24� do
` Q
// / • • .• •• •• • . . Z
tooIMPACTW9 • .• •• •• •• . •. .. .. •. .• .• . ` Q
i TEMPORARY WETLAND IMPACT '• ' 'WETLAND B' 0
i TEMPORARY CONSTRUCTION ACCESS , ,• .• .• .• .• .• •• •• • / Z
9713 SF/0.223 AC. ' . . . . . . .
i LIMIT OF DISTURBANCE _ ' ' ' . . ' . . ,. ,. ,• , . . . . . . . Q
El . ./ �1kp0 i . . . . . . . . J
Sel i .
Lu
3 / . . . . . . . . . . . • .
S
E S / . . . • . . . . . • . .
�
LEGEND
EX.WETLANDS
m
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ TEMPORARY STREAM IMPACTS R 50 N. DATE
23-0500 REVI-02/'3/24
• ♦ ♦ ♦ ♦ ♦ ♦ DRN.PAP DEN.PAP CKD-JCM
EXHIBIT 14

IMPACT W19 STREAM FLOW TO BE BYPASSED
/ TEMPORARY WETLAND IMPACT ` DURING CONSTRUCTION. C: o
PERMANENT CONVERSION IMPACT ` SEE STREAM FLOW BYPASS d o
/ SEWER CROSSING/10'PERMANENT , , , , . DETAIL ON EXHIBIT 16.
. • . • • v
' MAINTENANCE CORRIDOR •• • >
2704 SF/0.062 AC. IMPACT S21 ro
u a
/ . • • • •• TEMPORARY STREAM IMPACT ``1..1� v ^°
IMPACT W10 • , , •• • SEWER CROSSING ,. (� g
' TEMPORARY WETLAND IMPACT WETLAND A
. . . . • 30 LF(631 SF/0.014 AC.) `
• `
TEMPORARY CONSTRUCTION ACCESS • , . . . . . . . v
5392 SF/0.124 AC. , . N-31 "
PROPOSED 30'SEWER EASEMENT(TYP.) ' ' ' . .
. . . . . . `
y� .
N-30 . . . . . . '» :+ f
. �. t \� _
�• amp mm10'MAINTAINED CORRIDOR,TYP, i Q Q w
. . . . . . . . . . a Y
. . .• .• .• .• .• .• .• . .• .• .• . . . . •. •. •. .. •. .. •. •. .• .• . a D Z D 3
. , , , PROPOSED 12"SEWER LINE z
LIMIT OF . . . . . • • INSTALLED BY OPEN-CUT a LU z
N 32 a = 2
DISTURBANCE • . • . ' ' • ' ' STREAM 2• • • > ILL LU a
WETLAND A , , , , , , PERENNIAL • • ` z 0 3 >
ILL
STREAM 1 - � • • O O w
KENNETH CREEK . . . . . . . . . . Z N N Cr
• IMPACT W11 • • • • • EX.20'PRIVATE
p EXISTING TOP OF BANK TEMPORARY WETLAND IMPACT , . . . •• • • � SANITARY SEWER
TEMPORARY CONSTRUCTION ACCESS ' �' EASEMENT
w 516 SF/0.012AC. , . . .
1 . . . . . . . . . . . . . .`
a
w IMPACT W20
aI TEMPORARY WETLAND IMPACT •• • . •s ,
PERMANENT CONVERSION IMPACT V
— — — — — — — - - — —SEWER CROSSING/10'PERMANENT—`•� t���—— Q
MAINTENANCE CORRIDOR . . . d
I 854 SF/0.020 AC. \ `
1�
I W
CC
N
o I
o \\
( lie
Q
El
POND1� LLI
E r EX.BUILDING
LEGEND
EX.WETLANDS
m
e TEMPORARY WETLAND IMPACTS(MAINTAINED) 0 25 50
® TEMPORARY WETLAND IMPACTS SCALE:1 inch=50ft.
♦♦♦+ R 50 N. DATE
23-0500 REV I1-02/'3/24
TEMPORARY STREAM IMPACTS
• ♦ ♦ ♦ ♦ ♦ ♦ DRN.PAP DEN.PAP CKD-JCM
EXHIBIT 15

POLYETHYLENE FABRIC TEMPORARY CMP CONSTRUCTION SEQUENCE o
ON FACE(8 MIL THICK) C
1. INSTALL SILT FENCE,SILT FENCE OUTLETS,AND OTHER EROSION CONTROL DEVICES
PROPOSED EARTH BERM(TYP) AS SHOWN ON THE CONSTRUCTION DRAWINGS AND DETAILS.SILT FENCE SHALL
BE INSTALLED ON BOTH SIDES OF STREAM CROSSING UP TO THE EDGE OF THE TOP
TO 12'MIN FROM PUMP TOP OF BANK OF BANK.SILT FENCE,SILT FENCE OUTLETS,AND OTHER REQUIRED EROSION '3
PUMP CONTROL DEVICES SHALL BE MAINTAINED PER ALL NC EROSION AND `` a
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL REQUIREMENTS. ,. ` P o
2. COMPLETE CLEARING OF THE SITE WITHIN THE BOUNDS OF THE APPROVED LIMITS
0 0 o OF DISTURBANCE.CLEARING SHALL BE DONE BY CUTTING,NOT GRUBBING. L
r o 0 0 0
_* — 3. TO THE EXTENT OTHER CONSTRAINTS ALLOW,STREAM SHALL BE CROSSED DURING �
STREAM FLOW o 0 0 o J
` 18"MIN PERIODS OF LOW FLOW.DURATION OF CONSTRUCTION TIME BETWEEN INITIAL
DISTURBANCE OF THE STREAM AND FINAL STABILIZATION SHALL BE KEPT TO A 3
f MINIMUM.CONSTRUCTION SHALL NOT BEGIN ON THE CROSSING UNTIL THE
PIPELINE IS IN PLACE TO WITHIN 10 FEET OF THE STREAM BANK. —
POLYETHYLENE FABRIC ON FACE
EX STREAM BOTTOM (8 MIL THICK) 4. INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO
AREA DOWNSTREAM OF CONSTRUCTION AREA.BEGIN PUMPING AND CONTINUE Q
PUMPING WHILE WORKING WITHIN THE STREAM. Z
TEMPORARY STONE DAM p� F
5. INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH POLYETHYLENE FACING. Q N J z
* INSTALL SANDBAGS IN PIPE INVERT AND CROSSING PIPE INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF STREAM IN THE > Y J o
,
FABRIC WHILE PUMPING AROUND DURING CONSTRUCTION AREA.ENSURE SILT FENCE,SILT FENCE OUTLETS,AND OTHER a � Q � Y
CONSTRUCTION IN STREAM. SECTION EROSION CONTROL DEVICES ARE MAINTAINED AND ARE STILL FUNCTIONING f Q O P
PROPERLY. a 3 Z :) u
** REMOVE SANDBAGS AND FABRIC TO ALLOW Cr w O z
FLOW THROUGH PIPE WHEN NOT PUMPING 6. INSTALL SEDIMENT FILTER BAG AT THE TOP OF BANK.DEWATER CONSTRUCTION a W z
AROUND. AREA BETWEEN DAMS USING PUMPS AND SEDIMENT FILTER BAG.MAINTAIN AND o' IL =
REPLACE SEDIMENT FILTER BAG AS REQUIRED IN SEDIMENT FILTER BAG DETAIL. o LL. H W
PUMP TEMPORARY CONSTRUCTION STREAM CROSSING Z O 0 Lu a
7. COMPLETE INSTALLATION OF NEW PIPELINE PER CONSTRUCTION DRAWINGS AND 0 W a
SPECIFICATIONS.MATERIAL EXCAVATED FROM THE TRENCH SHALL BE PLACED AT Z N N D
LEAST 20 FEET FROM EITHER SIDE OF THE STREAM TOP OF BANK AND
PROPOSED EARTH BERM,TYP SURROUNDED WITH SILT FENCE TO MINIMIZE SEDIMENT LADEN RUNOFF.THE O
ONLY FILL ALLOWED IN THE STREAM CHANNEL SHALL BE CLEAN AGGREGATE, H
PROPOSED EARTH BERM, STONE OR ROCK.NO SOIL OR OTHER FINE ERODIBLE MATERIAL SHALL BE PLACED
rl CLASS"I"RIPRAP TYP IN OR NEAR THE STREAM CHANNEL.
8. UPON COMPLETION OF PIPELINE INSTALLATION,REMOVE TEMPORARY DAMS, .
POLYETHYLENE,AND TEMPORARY CMP.REMOVE ALL RIPRAP FROM THE STREAM
12'MIN 5 MIN BED AND BANKS.ANY RIPRAP THAT CANNOT BE REMOVED BY MECHANICAL V
MEANS MUST BE REMOVED BY HAND.REMOVE ALL BYPASS PUMPING EQUIPMENT. d
0 0 0 9. REMOVE THE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND STABILIZE
o 0 0 — AREAS AS REQUIRED IN THE CONSTRUCTION DRAWINGS AND DETAILS.UPON
- - — — COMPLETION OF CONSTRUCTION,ALL TEMPORARILY IMPACTED STREAMS WILL BE
a o 0 0 0
TEMPORARY CMP ( (� RESTORED TO PRE-CONSTRUCTION CONTOURS AND THE BANKS WILL BE
STABILIZED USING A BIODEGRADABLE MATTING AND SEEDED WITH A RIPARIAN
SEED MIX.NO MATTING WILL BE PLACED ON THE STREAM BEDS. W N
o - — — — 10. CONTINUE TO MAINTAIN/REPLACE SILT FENCE,SILT FENCE OUTLETS,AND OTHER J
2 o EROSION CONTROL DEVICES AND STABILIZE AREAS WITH SEEDING AND MULCHING Q
- -POLYETHYLENE FABRIC— - — — AS REQUIRED IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND NC
= ON FACE(8 MIL THIC EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.ALL Lu
3 EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL THE SITE PASSES Z 0
INSPECTION BY NCDEMLR AND EROSION CONTROL DEVICES ARE APPROVED TO BE Q
s PUMP REMOVED. Q
11. REMOVE ALL EROSION CONTROL DEVICES AND RE-GRADE AND RE-STABILIZE AREAS Z
" CLASS"I"RIPRAP THAT ARE DISTURBED WHEN REMOVING SILT FENCE,SILT FENCE OUTLETS,AND
FLOW SEDIMENT BAG OTHER EROSION CONTROL DEVICES. J
E
Ll\
CROSSING PIPE LJJ
3 CONSTRUCTION EASEMENT
E (SEE NOTE 4) MAINTENANCE NOTES:
E PLAN 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH —
NOTES: OR MORE OF RAIN.
1. EROSION STONE TO BE"CLASS I"RIPRAP UNLESS DESIGNATED 2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY.
_ DIFFERENTLY ON CONSTRUCTION PLAN.
3. REMOVE COLLECTED SEDIMENT FROM STONE/RIPRAP AREAS AS NECESSARY.
2. TEMPORARY CMP PIPE SIZE AND AMOUNT NEEDED AS SHOWN ON TOPDRESS WITH 2 INCHES WASHED STONE AS NECESSARY.
m
PLANS.
e 0 25 50
3. PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR.
4. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED TEMPORARY STREAM CROSSING BYPASS . .bN. 1'�`h=5°".
UPON FIELD CONDITIONS. ANY DISTURBANCE(S)EXCEEDING 2 lob No ogre
3-0500 REV I-02/13/24
WHAT IS SHOWN ON PLANS MAY REQUIRE ADDITIONAL WATER :DRN PAP DEN:PAP CKD,CM
QUALITY PERMITTING. NOT TO SCALE
EXHIBIT 16

u
W =
> i
�3
u 3 �
�\ 3
a
iM `
s
MINIMUM 6"LIP 1/4 1/4
(SEE NOTE 3) SUPPORTED I� SUPPORTED J
NOTES:
0 0 0 0 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND —
APPROACH SECTIONS TO A MINIMUM.
2"F"SED 2_ CLEARING WITHIN 10 FT OF THE STREAM BANK SHALL BE DONE BY CUTTING NOT
WASHED STONE(MIN 6") GRUBBING.THE ROOTS AND STUMPS SHALL BE LEFT IN PLACE TO HELP STABILIZE Q
SURFACE FLOW DIVERSION -I — THE BANKS AND ACCELERATE RE-VEGETATION. z r
r
Q N J z
3. INSTALL A 6 INCH(MINIMUM)'LIP'ALONG THE OUTSIDE OF THE BRIDGEMAT TO Y J o
PREVENT LOOSE SEDIMENT FROM DEPOSITING IN STREAM DURING CROSSING. a Q Y
SECTION A-A 4. INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING. a
� Q H �
aDZD
15 MIN 5. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO O z
UNDISTURBED AREAS ADJOINING THE STREAM. j W a
z
6. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. o LL H W
Z D �
7. ALIGN APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM O 0 W CrBRIDGEMAT(TIMBER) DISTANCE OF 30 FEET AND STABILIZE WITH 8"THICK LAYER OF 2"-3"WASHED Z to N LL
STONE FOR A MINIMUM OF 50 FEET.
T 8. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER,INCLUDING 0
PLANNED OVERFLOW AREAS,WITH RIPRAP OR OTHER SUITABLE MEANS IF
50'MIN DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN-PLACE SOIL.
9. USE A SKIDDER OR KNUCKLEBOOM TO INSTALL AND REMOVE MATS.
10. PLACE MATS BETWEEN"BUMPER TREES"OR USE DEADMAN ANCHORS TO
-SF ANCHOR ON BOTH BANKS.
TOP OF BANK 11. ENSURE THAT 1/4(MINIMUM)OF THE MAT TOTAL LENGTH IS SUPPORTED ON d
EACH SIDE OF THE BANK.
STREAM 4' 4' 4' 12. INSTALL WATER DIVERSION DEVICES ON BOTH SIDES OF THE CROSSING. CC
FLOW 13. BRIDGEMATS SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION G
UNLESS THE CROSSING CAUSES EROSION DUE TO THE CROSSING OF THE STREAM Q
CHANNEL. IF EROSION OCCURS THE CHANNEL BANKS SHALL BE PLACED BACK J
TOP OF BANK TO PRE-CONSTRUCTION CONDITIONS.
�sF SF 14. UPON REMOVAL OF BRIDGEMAT RESTORE THE STREAM CHANNEL TO ITS V)
ORIGINAL CROSS-SECTION. Q W
3 j 15. SMOOTH AND STABILIZE ALL DISTURBED AREAS. Z 0
Q
s
z E �\_SILT FENCESURFACE FLOW DIVERSIONLu
E
2. PLAN
E
i
G
_
TEMPORARY STREAM CROSSING BY BRIDGEMATS m
E 0 25 50
NOT TO SCALE
SCALE:1 inch=50 ft.
WR Job N. DATE
23-0500 REVI-02/13/24
DRN.PAP DEN.PAP CKD-JCMJCM
EXHIBIT 17

MAINTENANCE NOTES:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT d o
PRODUCING 1/2 INCH OR MORE OF RAIN.ANY DAMAGE TO v
THE SEDIMENT FILTER BAG SHALL BE REPAIRED .3 '
IMMEDIATELY.
\`=
2. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED °'
WHEN 6"OF SEDIMENT HAS ACCUMULATED OR IN ,. ` a o
ACCORDANCE WITH THE MANUFACTURER'S x
RECOMMENDATIONS. �^
L
3. MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE J..J
SEWN IN CONNECTION SLEEVE PRESENCE OF TURBID WATER BEING DISCHARGED.IF ANY
FOR PUMP DISCHARGE HOSE 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.
a
OPTIONAL LIFTING STRAPS Z
CC �
Q � W
a Y
f
Q 0 H 3
a D Z D u
2'MIN NOTES: Cr W O Z
a W d
#57 STONE 1. CONTRACTOR SHALL EXERCISE CAUTION NOT 2 ILL W
j TO BURST OR DAMAGE THE TEMPORARY Z LL }
SEDIMENT FILTER BAG WHEN PUMPING. O Cr0 IW^
2. THE LENGTH AND WIDTH OF THE TEMPORARY
N N LL
SEDIMENT BAG SHOWN ON THIS DRAWING MAY
2'MIN VARY PER VENDOR SPECIFICATIONS. O
3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE
EQUIPPED WITH A SEWN-IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH
SEDIMENT DIAMETER PUMP DISCHARGE HOSE. THE
FILTER DISCHARGE HOSE SHOULD BE EXTENDED INTO V
BAG VARIES WITH THIS SLEEVE A MINIMUM OF SIX INCHES AND BE
GROUND SLOPE TIGHTLY SECURED WITH A HOSE CLAMP OR Q
OTHER SUITABLE MEANS TO PREVENT LEAKAGE. Cd
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
HOSE CONNECTION THROUGH A SLIT IN THE G
VARIABLE BAG WILL NOT BE ACCEPTABLE. C
1:1 SLOPE(TYP) G
6U6 6Uw o 4. THE PUMP DISCHARGE HOSE CONNECTION
SLEEVE SHALL BE SECURELY TIED OFF DURINGLU
Q
DISPOSAL OF THE TEMPORARY SEDIMENT FILTER J
PLAN BAG IN ORDER TO PREVENT LEAKAGE OF
2 COLLECTED SEDIMENTS.
5. TEMPORARY SEDIMENT FILTER BAG SHALL BE Q W
REPLACED WHEN 6 INCHES OF SEDIMENT HAS Z 0 9 ACCUMULATED OR IN ACCORDANCE WITH THE
SEDIMENT FILTER BAG MANUFACTURER'S RECOMMENDATIONS. Q
6. CONTRACTOR SHALL SIZE THE BAG DEPENDING
o 2'MIN ON USE AND FLOW REQUIREMENTS.
z J
E
W
3 8"MIN
E
2
E FILTER FABRIC USE#57 STONE TO LEVEL
SEDIMENT FILTER BAG
a
_
SECTION
m
e 0 25 50
SEDIMENT FILTER BAG
SCALE:1 inch=50 ft.
NOT TO SCALE 2305 ATE
2 00 RJ.0 DATE 2/13/24
DRN.PAP DEN.PAP CKD:JCMJCM
EXHIBIT 18