20220238 Ver 1_USACE Permit_20220616

Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, June 16, 2022 9:28 AM
To: [e-mail]; Sean Clark
Cc: Cohn, Colleen M; [e-mail]; Kim Browning
Subject: [External] Tanners Creek / Wendell / Wake County / SAW-2022-00070 / NWP 29
Verification
Attachments: SAW-2022-00070-NWP 29 Verification.pdf; NWP29.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. Moss and Mr. Clark,
Please see the attached nationwide permit verification and MRTF for the above referenced project. A hard copy will not
be mailed. Please note that the work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00070 County: Wake U.S.G.S. Quad: NC-Knightdale
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Rockdale, LLC.
Michael A. Moss
Address: PO Box 610
Younasville, NC 27596
Size (acres) —40 acres Nearest Town Wendell
Nearest Waterway UT to Marks Creek (Lake Myra) River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.764931
Longitude:-78.398994
Location description: The proiect site is west of Eagle Rock Road, east of Latigo Lane, and north of Lake Myra Road in
Wendell, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.364 acres
of wetlands, the temporary discharge of fill material within 0.029 acres of wetland, the permanent discharge of fill material
within 82 linear feet of stream channel and the temporary discharge of fill material within 51 linear feet of stream channel.
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 2/9/2022, and the enclosed plans. 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 (LAMA), 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 George Lyle Phillips III at [phone] X25 or George.L.Phillips(&usace.army.mil.
Corps Regulatory Official: C�OjB' L yte- P� i(i Date: 6/16/2022
Expiration Date of Verification: 3/14/2026 v

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
http://corpsmapu.usace.army.mil/cm_apex/Pp=13 6:4:0
Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609
David Lach — RES, LLC. — 701 E. Bay Street, Suite 306, Charleston, SC 29403
Kimberly Browning — USACE — 3331 Heritage Trade, Suite 105, Wake Forest, NC 27587

SAW-2022-00070
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.

Action ID Number: SAW-2022-00070 County: Wake
Permittee: Rockdale, LLC., Michael A. Moss
Project Name: Tanners Creek Property
Date Verification Issued: 6/16/2022
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 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

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Rockdale, LLC., Michael A. Moss
Project Name: Tanners Creek Property
Action ID: SAW-2022-00070
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: 03020201, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
FRiparian Non-Riverine
Non -Riparian
Coastal
0.364
*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: 03020201, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.728
Mitigation Site Debited: EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank —Arrington Bridge III
(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 Sponsorfails 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
Pagel of 2 Form Version 10 June 2020 updated

CESAW-RG (File Number, SAW-2022-00070)
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 RES, LLC., confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 2/6/2022 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 j 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: George Lyle Phillips III
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]
g&&-r L�Y66' phZU#.'k /it
6/16/2022
USACE 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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VICINITY MAP
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= 2000'
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. ROAD CENTERLINE
420 EX. MAJOR CONTOUR (10')
EX. MINOR CONTOUR (2')
—••—••—••—••—••—••— EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
— EX. FEMA FLOODPLAIN BOUNDARY
EX. WETLAND
PROP. PARCEL BOUNDARY
PROP. RIGHT-OF-WAY
PROP. LOT LINES
-----
— — — — — — PROP. EASEMENT/BUFFER
W W PROP. WATER LINE
SS SS - PROP. SANITARY SEWER
PROP. FIRE HYDRANT
QS PROP. SEWER MANHOLE
LAMOI
JASON JAREMA &
D
B.
LAUREN GASKILL & ALEX
D.B. 17458, P/
B.M. 2005, P/
PIN# 1771:
N/F
TIMOTHY ERIKSON & JULIA ERIKSON
D.B. 12809, PAGE 1825
B.M. 2005, PAGE 1157
PIN# 1773-73-3242
N/F \ \
DAVID EDWARDS & ABIGAIL EDWARDS
D.B. 15673, PAGE 1450 \ \
B.M. 2005, PAGE 1157
PIN# 1773-73\ 2
N/F \�
JAMES GILL
D.B. 14929, PAGE 1867 /
B.M. 2005, PAGE 1157 NIF
PIN# 1773-72-4913 JONATHAN FELBER & \ \ / / • _ • _�
RAMUNE FELBER BUFFER ZONE 1 -------
D.B. 16794, PAGE 330 (TYP.)
B. M. 2010, PAGE 955 1 \ \ \
PIN# 1773-72-4724 BUFFER ZONE 2 \ \ •�
(TYP.) \
\ O \
76,691 SF
< \ \ 1.76 AC
35,393 SF \ `\
\\ \\ \ 0.81 AC
\ 51,123 SF
N/F
PATRICIA CRABTREE
D.B. 12655, PAGE 1616
B.M. 2005, PAGE 1157
PIN# 1773-73-6826
N/F
ALONZO HARRELL & SHONDA NICHOLS
D.B. 16522, PAGE 1695
B.M. 2005, PAGE 1157
PIN# 1773-73-5787
N/F
RONALD W ELLERBE & ROSEYONE SHEPHERD ELLERBE
01 ');�'� CD_
N/F
EVEN YEA TTS & AMANDA
YEA TTS
D.B. 16380, PAGE 437
B.M. 2003, PAGE 844
PIN# 1773-75-6035 / N/F
N/F / / 11 /l `\ MARY POOLE & BILLIE
SHEILA MAZZEO / / l / \ SPIVEY
D.B. 14504, PAGE 2501 / l / \ D.B. 15955, PAGE 2635
B.M. 2003, PAGE 844 / / / / \ \ B.M. 1993, PAGE 1419
PIN# 1773-74-4504 / / / \ PIN# 1773-75-5886
C 40,313 SF
/\ \ 0.93 AC
42,563 SF i \
N/F \\ \\ 0.98AC
JAMES MULVEY & / \ l i \ •
PAMELA MULVEY
\ D.B. 11261, PAGE 2340
B.M. 2003, PAGE 844 30,966 SF / 43,182 SF
\ PIN# 1773-74-6586 / ^ \ 0.71 AC / 0.99 AC
N/F
ANNE ANTHONY /
D.B. 11059, PAGE 1475
\ B.M. 2003, PAGE 844 / / 48,785 SF
PIN# 1773-74-5341 / 1.12 AC
N/F \
RALPH BARKER & WANDA
36,849 SF /
0.85AC /
BARKER /\ // \�\ --,�/ / \­_—\­_.l
D.B. 12176, PAGE 1869
B.M. 2005, PAGE 1157 / \ / 0 > M / /� \ /
PIN# 1773-74-5140 / \ \ 63,317 SF 42,794 SF
0.98 AC
� 1.45 AC
39,624 SF
\ 0.91AC/ // / / ��\�J / / / N/F
MICHAEL BOYETTE
D.B. 17609, PAGE 400
B. M. 2019, PAGE 234
31,539 SF / / 13 50,165 SF / PIN# 1773-84-5822
/ 27 /
SF /
'. ACTIVE / 1.03 AC
N SPACE /
19 /
30,179 SF/ /
i \ \ 0.69 AC!
\ 44,498 SF \ \
\ 1.02 AC /
SEE SHEET EX-2
N/F \\ 1.17AC \\ \/
WAKE COUNTY
D.B. 11930, PAGE 618
B.M. 2006, PAGE 787 / \
PIN# 1773-61-7709
\ \
62,117 SF \'
\ \ 1.43 AC 1
34,750 SF
\\ \ \ 0.80AC
\ 23 \ \ \
\\ 33,816 SF
\ 0.78 AC
EX. 50' NEUSE RIVER
BUFFER (TYP.)
N/F \
WAKE COUNTY
D.B. 12276, PAGE 2465
B.M. 2006, PAGE 2176
PIN# 1773-82-9276
/ 0.72 AC 1.15 AC /
/ / 44,082 SF /
\ 50,232SF / -- ----I / 1.01AC
\\ 1.15AC
/ 49,872 SF
1.14AC ---_��
�Op,O \ \ 1
i \ \ 43,658 /
\ \ 1.00 AC /
51,4209 SF
1.18 AC
43,213 SF 0 \
— — 0.99 AC I 42,383 SF
------ I I 0.97AC
SEE SHEET EX-1
N/F
MICHAEL CHAVIS &
SHIRLEY BOYETTE
D.B. 17609, PAGE 400
PIN# 1773-83-9703
CALL 48 HOURS BEFORE
YOU DIG
r �
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
-Ap
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
100 50 0 100
SCALE: 1 INCH = 100 FEET
SCALE ADJUSTMENT
ti
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
TANNERS CREEK SUBDIVISION
WAKE COUNTY, NC
DATE:
02-01-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21066
OVERALL KEY MAP
EX -KEY
SHEET 1 OF 3
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
EX. PROPERTY LINE
- -
EX. RIGHT-OF-WAY
-
- EX. ADJACENT OWNERS
- - - - - - - -
- - - EX. EASEMENT
OHW OHW EX. OVERHEAD ELECTRIC LINE
W W
EX. WATER LINE
EX. WETLAND
-
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
- -
PROP. RIGHT-OF-WAY
PROP. LOT LINES
- - - - - - - -
- - - PROP. SETBACK LINE
- - - - - - - -
- - - PROP. EASEMENT
—325—
EX. MAJOR CONTOUR (6)
—324—
EX. MINOR CONTOUR (1')
325-
PROP. MAJOR CONTOUR (5')
324
PROP. MINOR CONTOUR (1')
PROP. STORM SEWER
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON JANUARY 10, 2022.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION.
BASE FLOW + 1'
IMPERMEABLE (2' MIN.)
DIKE
WATER LEVEL
WORK
AREA
DIKE SECTION
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
STREAM
DIVERSION PUMP
INTAKE HOSE
(�1
FLFL��
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
CLEAN WATER
IMPERVIOUS DIKE
(SEE DIKE SECTION)
O
PROP. TEMPORARY ZONE II IMPACT (SC4)
(97 SQ. FT.)
O
v <<
O
PROP. TEMPORARY WETLAND "WC-1" IMPACT
(107 SQ. FT.)
BUFFER ZONE 1
O (TYP.)
BUFFER ZONE 2
(TYP.)
O
v
O EX. WETLAND "WC-1"
v
EX. 50' NEUSE RIVER
BUFFER (TYP.)
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
PUMP
INTAKE HOSE
f�
taDAY
WOR
NOT T
WHICH C
I
PROP. IMPERVIOUS DIKE
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION OR
WINGWALL
EX. STREAM "SC"
m
r
<
D
O
Z
31
PROP.GRADE
EX. GRADE
PROP. ROADSIDE
DITCH
PROP. 30"
CULVERTS
PROP.
FLARED END
SECTION
(TYP.) -
INVERT IN AND INVERT
OUT AT SAME
ELEVATION. SEE
CONSTRUCTION PLANS
FOR DETAILS
PROP. CULVERT TO BE BURIED 0.5' (20%)
BELOW THE EXISTING STREAM BED (TYP.)
-0+50
0 0
� 0
00 00
N N
0+00
STATION
310
/ E
PROP. TEMPORARY X. STREAM "SC"
FREAM "SC" IMPACT
EX. WETLAND "WC-1"
PROP. TEMPORARY WETLAND "WC-1" IMPACT
(306 SQ. FT.)
SEE CROSS SECTION A -A
(THIS SHEET)
O�
O�
\ O�
O�
IMPACT TABLE
06 W
TEMPORARY
PERMANENT
a' ~
w
STREAM "SC"
16 LF
14 LF
ui
m a-
ZONE I BUFFER (SC1 & SC2)
272 SF (SC2)
832 SF (SC1)
U)
ZONE II BUFFER (SC3 & SC4)
242 SF (SC4)
2,027 SF (SC3)
o�
QWETLAND
"WC-1"
413 SF
5,246 SF
w
CALL 48 HOURS BEFORE
YOU DIG
1+00 1+50
,_
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
#
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5 0 10
SCALE: 1 INCH = 10 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
TANNERS CREEK SUBDIVISION
WAKE COUNTY, NC
DATE:
02-01-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21066
IMPACT EXHIBIT
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
PUMP AROUND DETAIL
NO SCALE
CROSS SECTION A -A
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
EX�l
SHEET 2
OF 3

LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
— — — — — — —
— — — — EX. EASEMENT
OHW EX. OVERHEAD ELECTRIC LINE
OHW
W EX. WATER LINE
W
EX. WETLAND
—
EX. CHANNEL/STREAM
— EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
— —
PROP. RIGHT-OF-WAY
PROP. LOT LINES
— — — — — — —
— — — — PROP. SETBACK LINE
— — — — — — —
— — — — PROP. EASEMENT
—325—
— EX. MAJOR CONTOUR (5)
324
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5)
325
PROP. MINOR CONTOUR (1')
324
PROP. STORM SEWER
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
■ PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON JANUARY 10, 2022.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION.
BASE FLOW + 1'
IMPERMEABLE (2' MIN.)
DIKE
WATER LEVEL
WORK
AREA
DIKE SECTION
A 1!'1TrC+.
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
IMPACT TABLE
06
TEMPORARY
PERMANENT
Q w U
LL
STREAM "SA"
35 LF
68 LF
ma-
ZONE I BUFFER (SA1 & SA2)
504 SF (SA2)
5,599 SF (SA1)
ZONE II BUFFER (SA3 & SA4)
403 SF (SA4)
3,640 SF (SA3)
W
o�
jQ
WETLAND "WA"
820 LF
10,619 SF
w
PR�lC
n t-M A f
PROP. ROF
m
r
> EX. GRADE
O
Z
-0+50
STREAM
DIVERSION PUMP
INTAKE HOSE
FLOW
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
PROP. 72"
CULVERT
PROP.
PRECAST WING
WALL (TYP.)
BURIED 1' BELOW
THE EXISTING STREAM BED (TYP.)
0+00 1+00
STATION
CROSS SECTION B-B
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
PUMP
INTAKE HOSE
a
iIN
VDAY
N
WHI
PROP. IMPERVIOUS DIKE
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION OR
CLEAN WATER WINGWALL
IMPERVIOUS DIKE
(SEE DIKE SECTION)
a
:1
75
1+50
No
PROP. TEMP
PROP. TEMPORARY ZONE I I
PROP. TEMPORARY ZONE II IMf
(1
PROP. PE
• •�
• 9
North �
CarnIina__
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5 0 10
SCALE: 1 INCH = 10 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
TANNERS CREEK SUBDIVISION
WAKE COUNTY, NC
DATE:
02-01-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21066
IMPACT EXHIBIT
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
PUMP AROUND DETAIL
NO SCALE
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
EX-2
SHEET 3 OF 3