20221441 Ver 1_USACE Permit_20230126 (2)

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00163 County: Onslow U.S.G.S. Quad: NC -Kellum
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Owner:
Permittee:
Address:
Telephone Number:
E-mail:
Size (acres)
Nearest Waterway
USGS HUC
Harvey C. Morton Jr.
DR Horton
Ian Flannery
131 Racine Drive
Wilmington, NC 28403
843-709-0752
[e-mail]
Nearest Town Jacksonville
River Basin Onslow Bay
Coordinates Latitude: 34.7574
Longitude: -77.3071
Location description: The project site is located on the north side of Rocky Run Road approximately 0.6 miles northeast of the
intersection with Old Towne Point Boulevard. PIN: 530704814047
56.56 acres
Little Northeast Creek
03020302
Description of projects area and activity: This verification authorizes the discharge of fill material into 0.298 acre of wetland for
the purpose of constructing a residential subdivision.
Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 29
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 10/17/2022, and the enclosed plans Merchant Point Subdivision, sheets 1-6 dated
1/3/2023. 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 Katharine Elks at [phone]or katharine.b.elksAusace.army.mil.
Katharine Elks Digitally signed by Katharine Elks
Corps Regulatory Official: Date: 2023.01.25 08:37s9-05'00' Date: 01/25/2023
Expiration Date of Verification: 03/15/2026

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
http://corpsmapu.usace.army.mil/cm_apex/Vp=136:4:0
Copy furnished:
Kim Hamlin, Sa2e Ecological Services, Inc. (agen()
Holley Snider (NC DWR)

SAW-2022-00163
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-2022-00163
Permittee: DR Horton, Ian Flannery
Project Name: Merchant Point Subdivision
Date Verification Issued: 01/25/2023
Project Manager: Katharine Elks
County: Onslow
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: Katharine Elks
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
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: DR Horton, Ian Flannery Action ID: SAW-2022-00163
Project Name: Merchant Point Subdivision County: Onslow
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: 03020302
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.298
*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: 03020302
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.6
Mitigation Site Debited: Bachelors Delight 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
Page 1 of 2
Form Version 10 June 2020 updated

CESAW-RG (File Number, SAW-2022-00163)
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 Bachelors Delight Mitigation Bank, confirming they are willing and able to
accept the applicant's compensatory mitigation responsibility, dated 10/14/2022 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) 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:
USACE Field Office:
Email:
Katharine Elks
Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
[e-mail]
Katharine Elks Digitally signed by Katharine Elks
Date: 2023.01.25 08:39:17 -05'00'
01/25/2023
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.mil.

PROGRESS PLOT DATE: 01/03/2023
SITE INFORMATION:
LOCATION:
COUNTY:
PARENT PIN:
DB/PG:
ZONING:
ACREAGE:
LAND CLASS:
MINIMUM BUILDING SETBACKS:
FRONT YARD:
SIDE YARD:
REAR YARD:
CORNER YARD:
GARAGE:
ROCKY RUN RD
ONSLOW
1114-85
DB 10E, PG 580
R-15
2,289,487 SF (52.56 AC)
RESIDENTIAL
20'
8'
15'
20'
RIGHT OF WAY & OTHER AREAS:
NATURAL WETLANDS:
LOT ACREAGE:
TOTAL NUMBER PROPOSED LOTS:
MAXIMUM ALLOWED DENSITY:
PROPOSED DENSITY:
MINIMUM ALLOWED LOT SIZE:
MINIMUM PROPOSED LOT SIZE:
MAXIMUM PROPOSED LOT SIZE:
AVERAGE PROPOSED LOT SIZE:
MINIMUM ALLOWABLE LOT WIDTH:
MINIMUM PROPOSED LOT WIDTH:
FRONT BUILDING SETBACK:
IMPERVIOUS AREAS:
ROADWAYS / PARKING:
SIDEWALKS:
LOTS (3,425 SF/LOT):
TOTAL ON -SITE IMPERVIOUS AREA:
TOTAL ON -SITE IMPERVIOUS PERCENT:
OPEN SPACE:
OPEN SPACE AREA:
36,154 SF (0.83 AC)
104
2 DU/AC
1.98 DU/AC
15,000 SF
15,000 SF
32,994 SF (LOT 17)
16,759 SF
60'
60'
20'
179,883 (4.13 AC)
355 SF (0.01 AC)
356,200 SF (8.18 AC)
536,438 SF (12.31 AC)
23.4%
149,949 SF (3.44 AC)
UTILITY DEMANDS:
SEWAGE USAGE:
WATER USAGE:
STREET TYPE SUMMARY:
60' ROW SECTION: 6,841 LF
49,920 GPD
4 BED X 120 GPD/BED X 104 UNITS
41,600 GPD
400 GPD/UNIT X 104 UNITS
GENERAL NOTES:
1. BOUNDARY INFORMATION AND ALL JURISDICTIONAL TRIBUTARIES AND
WETLANDS SHOWN DELINEATED BY SAGE ECOLOGICAL SERVICES, INC.
2. FIELD TOPOGRAPHIC INFORMATION WAS PERFORMED BY STRONG ROCK
SURVEYING + GEOMATICS FROM A FIELD SURVEY PERFORMED IN OCTOBER
2021.
virevi!"stastin
401
SHEET INDEX
01
E-1.0
COVER SHEET
02
E-1.1
OVERALL IMPACT MAP
03
E-1.2
IMPACT MAP "A"
04
E-1.3
IMPACT MAP "B"
05
E-1.4
IMPACT MAP "B"
06
E-1.5
IMPACT MAP "C"
HORSE SHOE BEND
PALAMINO TRAIL
STRONGROCK
ENGINEERING GROUP
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
MERCHANT POINT SUBDIVISION
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
COVER SHEET
E-1.0
01 OF 06
SCALE:
HORZ 1:500

PROGRESS PLOT DATE: 01/03/2023
\ BROOKSTONE FOREST
III P.B. 51, PAGE 157 \ /
ZONING: R-15
Il LAND CLASSRESIDENTIAL
\\ I / / /
\ III//
�\ 11'I III
• 1// 1
/ \`\�%i \ \ \_—\/�c\ \\I 1%'I
'\
BROOKSTONE BROOKSTONE `\ BROOKSTONE HALL \ /
HALL HALL SEC. II P.B. 48, PAGE 79 �\
P.B. 48, PAGE 79 \ _ ` P.B. 49, PAGE 126 \
ZONING: R-15 1 ZONING: R-15
LAND CLASS: 1 — - LAND CLASS:
RESIDENTIAL / RESIDENTIAL _.\ ' / \ I l �(/ /
/
ill II---iI i� i vcriii
0 r,JArc <i [� �f I til
lv`•,04ia 'Jvet1 I
- ---. —Oij L K / ah �� _��j'
1 �\ `\\ 1 "`, ^+�`''t` M�1', p�' "'_�II III I L.<�1V
AA V�V Al V AA J WA �' '%�i� �' - `+� n ve, r
BROOKSTONE FOREST wrr,��
P.B.51, PAGE 157 1 \ A �'�—+
ZONING: R-15 1/ / — —`�1�•-�
LAND CLASS: RESIDENTIAL iV / %� — �� '„ ��- t• � it ' 1141
1 1 �1� 1 �� _ J� /��i / / //� �� :►�� �lfE 1 'g_ -II
ARTHURA. &JUNE RUTH HERRITT �� -D -IVEW�IY �,� 11RE1�
PIN: 5307-04-80-0477 // \\\ i \1\ O(i.',1 i
t
\ TRACT AA.- \\\ ='�• ITT—,
1 \ \' P.B.65, PAGE 119 %/ i \ \\ \ Alt T
1\ ` ZONING: RA % � � \
LAND CLASS: MIXED USES , — \..„....
,.
, •
/,,,, 11,), e„..,. .**
�`'iltrvoll
ritl
w
'ti)tip /./ s ,q► .�j�: ,__ —__—
GWENDOLYN MORTON MIDGET
//1 // 1 / ( WD
-4` j (// �)E\
l\ / I WE /
)-I ( 1/I \1 IMPACT AREA "A"
)` / ..1. I/III __ Gp /1\///
ARTHURA. & JUNE RUTH
PIN: 5306-02-89-6908 v r
HERRITT
PIN: 5306-02-89-2889 - sF
TRACT C —
P.B. 65, PAGE 119 \ ter\ WC-01
� ZONING: RA / 1 \ ��— %>-
LAND CLASS: MIXED USESS �/' \ \/ Jl' /
IMPACT AREA "B"
P.B. 61, PAGE 84 l,O?' ' (/- / Z\ ))>' s
ZONING: R-15 \1�( �> / �Irf/ /� \I \�
LAND CLASS: RESIDENTIAL I\ 1ti\/ {(�> >L,Slc .� �� r^/ /
/
ROCKY RUN RD
60' PUBLIC RIW
ZONING: R-15 \ \\
LAND CLASS: •)\\1\
RESIDENTIAL // ) 1
DEBBYCRAYTONINC
WB
1// l I I 1—� ZONING: R-5
\\�\ \\ \\` LAND CLASS: RESIDENTIAL
/ I►�s — J v / A,
/ I 1 1 1
< HORSE CREEK FARMS SEC. II
P.B. 28. PAGE 202
ZONING: R-10
LAND CLASS: RESIDENTIAL
/ N / ` I fr \ I
LANDS END AT BROOKSTONE SEC. II
P.B.55, PAGE 132
ZONING: R-5
LAND CLASS: RESIDENTIAL
HORSE CREEK FARMS SEC. I-B
P.B. 25. PAGE 101
ZONING: R-10
LAND CLASS: RESIDENTIAL
.EI NCHorT NA,
\ TF�
"Pe,,y
/ �.
SILT FENCE OUTLET (TYP.) I \
IN ly
I N
WC-01 .
o_1
I I I Ir y�
IMPACT AREA "C"
MERCHANT POINTE BLVD
SILT FENCE/ LIMITS OF DISTURBANCE
(TYP.)
�v= _
ENDOLYN KIRK MORTON
CIO GWENDOLYN MIDGETT
PIN: 5307-04-90-0345
D.B. 939, PG. 885
ZONING: R-15
WC-02 ti J
r /
/ram /\
� �-- \
DIVERSIFIED INVESTORS INC
( ' PIN: 5317-00-01-1411
P.B.35, PAGE 209
PIN: R-10
'-) LAND CLASS: RESIDENTIAL
LEGEND:
•
SF/LD
11 wr�
wrLIL
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
LOT IMPACT
ROADWAY IMPACT
WETLAND
DESCRIPTION
WETLAND ONLY (SF)
TOTAL
WETLAND IMPACT (SF)
13,211 SF
13,211 SF
.�r
300
150
1 ` / / I/
1 y
I9,,,
//1(\
/
GRAPHIC SCALE
300
600
1200
( IN FEET )
1 inch = 300 ft.
STRONGR'CK
ENGINEERING GROUP
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
MERCHANT POINT SUBDIVISION
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
OVERALL IMPACT MAP
E-1.1
02 OF 06
SCALE:
HORZ 1:300

PROGRESS PLOT DATE: 01/03/2023
F1M
WD
>\�
Yco
<_./ GUMC�
-X— -X X X �/ o
X X
L--
SILT FENCE OUTLET (TYP.) —
SILT FENCE/ LIMITS OF
DISTURBANCE (TYP.
PLAN VIEW - IMPACT MAP "A"
HORIZONTAL: 1" = 50'
T4D
ROADWAY IMPACT —
2,556 SF WETLAND
ANCHORLINE WAY -
'32
LEGEND:
0
SF/LD -
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
LOT IMPACT
ROADWAY IMPACT
WETLAND
NOTE:
SEE PROFILE VIEW NEXT PAGE
DESCRIPTION
TOTAL
WETLAND IMPACT (SF)
3,782 SF
GRAPHIC SCALE
50 0 25 50
100
( IN FEET )
1 inch = 50 ft.
200
STRONGROCK
ENGINEERING GROUP
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
MERCHANT POINT SUBDIVISION
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
IMPACT MAP "A"
E-1.2
03 OF 06
SCALE:
HORZ 1:50

PROGRESS PLOT DATE: 01/03/2023
40
35
30
25
20
PROPOSED GRADE
PROPOSED HEADWALL
(TYP.)
AREA OF FILL
40 LF 24" RCP @ 0.58%-
EXISTING GRADE
N
O
N
N
N
Oi
N
9+7510+00
10+50
40
35
30
25
20
11+0011+25
PROFILE VIEW PIPE 05 - IMPACT MAP "A"
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
STRONGR CK
ENGINEERING GROUP
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
MERCHANT POINT SUBDIVISION
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
IMPACT MAP "B"
E-1.3
04 OF 06
SCALE:
HORZ 1" = 50'; VERT 1" = 5'

PROGRESS PLOT DATE: 01/03/2023
i7
WD
ROADWAY IMPACT'', C 1/
38 SF WETLAND
SILT FENCE OUTLET (TYP.)
I I 1\ 1
ILT FENCE/ LIMITS OF
DISTURBANCE (TYP.)
LOT IMPACT
215 SF WETLAND
FLOTILLA RD
F/LD
PLAN VIEW - IMPACT MAP "B"
HORIZONTAL: 1" = 50'
I
-
LOT IMPACT
442 SF WETLAND N
LEGEND:
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
o PROPOSED STORM DRAIN LINE
SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
LOT IMPACT
ROADWAY IMPACT
WETLAND
SF/LD -
■
DESCRIPTION
TOTAL
WETLAND IMPACT (SF)
1,990 SF
50
GRAPHIC SCALE
0 25 50
100
( IN FEET )
1 inch = 50 ft.
200
STRONGRCK
ENGINEERING GROUP
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
MERCHANT POINT SUBDIVISION
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
IMPACT MAP "B"
E-1.4
05 OF 06
SCALE:
HORZ 1:50

PROGRESS PLOT DATE: 01/03/2023
WC-01 ROADWAY IMPACT rLOT IMPACT
242 SF WETLAND l 541 SF WETLAND
/ �;I -- �I 1■ ,L
LOT IMPACT
4,869 SF WETLAND
/
39
/
WC-02
ROADWAY IMPACT
1,787 SF WETLAND
CO
co
/I
PLAN VIEW - IMPACT MAP "C"
HORIZONTAL: 1" = 60'
39J
SILT FENCE/ LIMITS OF
DISTURBANCE (TYP.
/ I/
TLia-)
A
LEGEND:
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
SF/LD SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
LOT IMPACT
ROADWAY IMPACT
wr�
WETLAND
DESCRIPTION
TOTAL
WETLAND IMPACT (SF)
7,439 SF
60
GRAPHIC SCALE
0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
STRONGR
CK
ENGINEERING GROUP
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
MERCHANT POINT SUBDIVISION
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
IMPACT MAP "C"
E-1.5
06 OF 06
SCALE:
HORZ 1:60