20221406 Ver 1_USACE Permit_20230126

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-02188 County: Brunswick County U.S.G.S. Quad: Northwest
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: D Logan
Malmo Ventures, LLC
Address: 260 Gr gory Road, suite 1
Belville, NC 28451
Telephone Number: [phone]
E-mail Address: [e-mail]
Size (acres) 686 Total Acres Nearest Town Northwest, NC
Nearest Waterway Hood Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.258007
Longitude: -78.113536
Location description: This project (Malmo Loop Tract) (Formerly called Ashton Woods) is located off Malmo Loop Road in
Northwest, Brunswick County, NC. (Parcel ID: a section of 028000106).
Description of projects area and activity: This verification authorizes the use of a NWP 14 & NWP 29 to impact 0.183 acres of
wetlands & 0.10 acres of Jurisdictional Open Water Ditch impacts for the development of a Residential development.
Mitigation will be done onsite by the applicant. The applicant proposes to restore 0.299 acres of wetlands and 89 LF of streams
by removing an old road and (2) culverts. A bridge will be installed over this restored area. The mitigation requirement will be
listed as a special condition for this permit.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: 29 Residential Developments
14 Linear Crossing
SEE ATTACHED RGP or 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 and your submitted application and attached information dated January 4, 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 in Wilmington, NC.

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 Gary Beecher at [phone] or [e-mail].
Digitally signed by Gary H.
Gary H. Beecher Beecher
Date: 2023.01.04 12:19:00 -05'00'
Corps Regulatory Official: Date: January 4, 2023
Expiration Date of Verification: NWP 14 will expire on March 14, 2026 & NWP 29 will expire on March 15, 2026
A. Determination of Jurisdiction:
1. ❑ There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ® The aquatic resources within the above -described project area have been identified under a previous action. SAW-
2022-01061 PJD, Please reference the iurisdictional determination issued.
B. Basis For Jurisdictional Determination: An Approved JD was not issued with this action
C. Remarks: A desk top review was conducted on this PCN application.
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A .
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Gary Beecher
Date of JD: Expiration Date of JD:
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 our Customer Satisfaction Survey, located online at
http ://corpsmapu.usace.army.mil/cm_apex/f?p=1 3 6:4:0.
Copy furnished via e-mail to:
Consultant:
Kim Williams
Davey Resources Group
3805 Wrightsville Avenue, suite 15
Wilmington, NC 28403
[phone]
kim.williams(a, davey.com

SAW-2022-02188
SPECIAL CONDITIONS
1. Erosion Control: The permittee shall employ all sedimentation and erosion control measures
necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside
the permit area. This shall include, but is not limited to, the immediate installation of silt fencing
or similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
2. Work Limits: All work authorized by this permit shall be performed in strict compliance with the
attached permit plans dated January 4, 2023, which are a part of this permit. The Permittee shall
ensure that the construction design plans for this project do not deviate from the permit plans
attached to this authorization. Any modification to the attached permit plans must be approved by
the U.S. Army Corps of Engineers (Corps) prior to any active construction in waters or wetlands.
3. Mitigation: In order to compensate for impacts associated with this permit, mitigation shall be
conducted by the applicant onsite by removing the old road bed that was installed in wetlands and
which also impacted (2) streams. (see pages 5 & 6) This area shall be re -graded to a more natural
state then seeded with a wetland mix. A bridge will be installed over this area.

70
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243
WILMINGTON,
N
910.343.1048
FRONT STREET
NC
28401
DATE: 09/26/2022 SCALE
MCE PROJ. #:
DRAWN: MDH VERTICAL: 1"=50'
MDH HORIZONTAL:
DESIGNED: 08910-0001
E
LAND
EX
IBI
CJECLED: DPS
PROJ. MANAGER: DPS
EXIS
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CONDI
IONS
E-4
NOT FOR CONSTRUCTION

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28451-9275
ROAD
�
NE
LLC
`/,4 MCKIM&CREED
243
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N
910.343.1048
FRONT STREET
NC
28401
DATE: 09/26/2022 SCALE
MCE PROJ. #:08910-0001HORIZONTAL:1"=50'
DRAWN: MDH VERTICAL: 1"=5'
DESIGNED: MDH
WETLAND
EXHIBIT
CJECLED: DPS
PROJ. MANAGER: DPS
BRIDGE
AND
CULVERT
PROFILES
W
E 5
NOT FOR CONSTRUCTION

Action ID Number: SAW-2022-02188 County: Brunswick County
Permittee: D Logan (Malmo Ventures, LLC)
Project Name: Malmo Loop
Date Verification Issued: January 4, 2023
Project Manager: Gary Beecher
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: Gary Beecher
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

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L:\Wetlands\2021 Wetlands Files\LMG21.469\Maps
Boundaries are approximate and not meant to be absolute.
Map Source: World Street Map
N 0 0.5 1 2
mmommEmmommommmilMiles
Scale applies to 11X17" print.
Malmo Loop Road
Brunswick County, NC
April, 2022
DRGNCW21.469
�Y
Resource Group
3805 Wrightsville Avenue
Wilmington, NC28403
[phone]
Figure 1
Vicinity Map

L:\Wetlands\2021 Wetlands Files\LMG21.469\Maps
Boundaries are approximate and not meant to be absolute.
Map Source: 2020 NC OneMap
Malmo Loop Road
Brunswick County, NC
April, 2022
DRGNCW21.469
DAVEY x
Resource Group
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
Figure 4
Current Aerial
0 300 600 1,200
ft
Scale applies to 11X17" print.

Open Water
Impact #3
N
iK
L75
//
Utility Line Corridor
To Be Bored Under
Wetlands/Stream
(No Impact)
PROPOSED
WASTEWATER
PUMP STATION
(BY H2G0)
PHASE 1 BOUNDARY
SINGLE FAMILY
SF 8
31 UNITS
Open Water
Impact #2
SINGLE FAMILY
SF 2
31 UNITS
SINGLE FAMILY
SF 3
45 UNITS
PROPOSED
RIGHT OF
Wetland
Impact #7
EXISTING RPW (TYP.)
SINGLE FAMILY
SF 9
7 UNITS
Wetland Impact #1:
Previously Authorized
by USACE
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
WETLAND
(TYP.)
Wetland Impact #6
SEAL
SINGLE FAMILY
SF 10
29 UNITS
Wetland Impact #2:
Previously Authorized
by USACE
4McKIM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
Wetland Impact #5
PROPOSED
BRIDGE 262 FT
Open Water
Impact #1
250
Lu
•
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
L114
PROPOSED SANITARY
SEWER PUMP STATION
PHASE 1 BOUNDARY
Previously Authorized
but no longer needed
Wetland Impact #4
(Previously Authorized
by USACE)
Wetland Impact #3
Previously Authorized
by USACE)
PHASE 1 DATA
SINGLE FAMILY UNITS (PHASE 1A)
81
TOWNHOMES (PHASE 1A)
84
PHASE 1A PROPOSED UNITS
165
SINGLE FAMILY UNITS (PHASE 1B)
76
DUPLEX UNITS (PHASE 1B)
40
PHASE 1B PROPOSED UNITS
116
PHASE 1A AREA
2,016,472 SF (46.29 AC)
PHASE 1B AREA
2,519,628 SF (57.84 AC)
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
HATCH KEY
WETLAND
SIDEWALK
ASPHALT
WELTAND IMPACT"
* TOTAL IMPACT FOR PHASE 1 =
WETLAND 0.183 AC (7,956 SF)
NON -STREAM 940 LF
PROJECT SITE DATA
FRONT SETBACK
10-FT
REAR SETBACK
10-FT
SIDE SETBACK
5-FT
CORNER SIDE SETBACK
10-FT
MAX. BUILDING HEIGHT
40-FT
MAX. MULTI -FAMILY BUILDING
HEIGHT
60-FT (W/ 1:1 ADDED
BUFFER)
AVERAGE LOT SIZE
6000 SF
MINIMUM LOT SIZE
1800 SF
LOT WIDTH
VARIES
MULTI -FAMILY BUILDING
SEPARATION
20-FT MINIMUM
RESIDENTIAL BUILDING
SEPARATION
10-FT MINIMUM
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
OVERALL SITE PLAN
GENERAL NOTES
1. PROJECT MUST BE BUILT TO H2G0 SPECIFICATIONS FOR
WATER AND SEWER.
2. TOWN OF LELAND STORMWATER PERMITS MUST BE OBTAINED
PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS
WILL BE CUT OFF OR DISTURBED BEFORE OBTAINING PERMIT.
3. THERE SHALL BE A NOTE ON THE FINAL PLAT, MASTER
COVENANTS, AND DEEDS SHOWING THE LOCATION OF
WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE
FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS
PROPERLY PERMITTED BY THE NC DEPARTMENT OF
ENVIRONMENTAL QUIALITY (401) AND/OR THE U.S. ARMY CORP
OF ENGINEERS (404).
4. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE
SALE OF LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITH THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH
IN THE TOWN OF LELAND ORDINANCES.
5. ALL ROADS WILL BE BUILT TO NCDOT AND TOWN OF LELAND
STREET MINIMUM PAVING STANDARDS FOR SUBDIVISION
ROADS.
PROJECT ROAD NOTES
1. ALL ROADS WILL BE PRIVATE RIGHT OF WAYS CONSTRUCTED
TO NCDOT SUBDIVISION ROADS AND TOWN OF LELAND STREET
MINIMUM CONSTRUCTION STANDARDS.
2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS WILL
HAVE A 25' RADIUS MINIMUM AND CONNECTIONS TO EXISTING
ROADWAYS WILL HAVE A 30' RADIUS MINIMUM.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS
ROADWAYS ARE ACCESSIBLE BY VEHICLE TRAFFIC TO
INCLUDE DURING CONSTRUCTION AND BRUNSWICK COUNTY
STREET SIGN SPECIFICATIONS (AS STANDARDS APPLY)
4. ADDRESSING WILL COMPLY WITH LOCAL ORDINANCES.
5. PER SECTION 6.11.3 C OF BRUNSWICK COUNTY UDO,
DEVELOPMENTS OVER 120 LOTS WILL HAVE AT LEAST 3
ACCESS POINTS.
6. ONE WAY ALLEYS WILL BE A MINIMUM OF 14' WIDE, TWO WAY
ALLEYS WILL BE A MINIMUM OF 18' WIDE.
7. PROJECT ENTRANCE ROADS WILL BE DESIGNED IN
ACCORDANCE WITH NCDOT REQUIREMENTS
8. PROJECT ROADS MAY NOT BE BUILT ALL AT ONE TIME.
PHASING WILL COINSIDE WITH DEVELOPMENT POD
CONSTRUCTION.
9. SIDEWALKS SHALL BE INSTALLED ON ONE SIDE OF THE
ROADWAY PER THE TYPICAL CROSS SECTION BELOW.
10. IF DETERMINED NECESSARY, 404 AND 401 WETLAND PERMITS
WILL BE OBTAINED IN AREAS OF WETLAND CROSSINGS PRIOR
TO CONSTRUCTION OF ROADS OR BRIDGES.
DATE:
9/26/2022N
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
SCALE
VERTICAL:
N/A
MG FILE NUMBER
WE-1
DRAWING NUMBER
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION

40
Wetland Impact #1:
0.009 ac (386 sf)
Previously Authorized
By USACE
(TYP.)
PROPOSED
WASTEWATER
PUMP STATION
(BY H2G0)
SINGLE FAMILY
SF 8
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
STREAM CENTERLINE
Wetland Impact #2:
0.063 ac (2,752 sf)
Previously Authorized
By USACE
SINGLE FAMILY
SF 9
SEAL,
/..............
MALMO LOOP
ROAD R/W (TYP.)
EXISTING RPW (TYP.)
PHASE 1 BOUNDARY
SEAL\
WETLAND
BOUNDARY
(TYP.)
Wetland Impacts
#5 & #6:
[043 ac (1,866 sf)
PROPOSED
RIGHT OF
WAY (TYP.)
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
4MCKIM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com /
STREAM TOP
OF BANK
(TYP.)
PROPOSED
BRIDGE
262 FT
Open Water
Impact #1:
0.029 ac (213' x 6')
40'x46' BUILDING
PAD, SET BACK
20' FROM ROW
(TYP.)
0
200
SINGLE FAMILY
SF 11
STREAM CENTERLINE
STORMWA- TER CONTROL
MEASURE (SCM), TYP.
TOWNHOME
STRUCTURE
(TYP.)
Wetland Impact #3:
0.005 ac (220 sf)
Previously Authorized
by USACE
400
Feet
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
Wetland Impact #4:
0.003 ac (108 sf)
Previously Authorized
by USACE
HATCH KEY
WETLAND
SIDEWALK
ASPHALT
WELTAND IMPACT*
III, III, III, III,
* TOTAL IMPACT FOR PHASE 1 =
WETLAND 0.183 AC (7,956 SF)
NON -STREAM 940 LF
PROJECT SITE DATA
FRONT SETBACK
10-FT
REAR SETBACK
10-FT
SIDE SETBACK
5-FT
CORNER SIDE SETBACK
10-FT
MAX. BUILDING HEIGHT
40-FT
MAX. MULTI -FAMILY BUILDING
HEIGHT
60-FT (W/ 1:1 ADDED
BUFFER)
AVERAGE LOT SIZE
6000 SF
MINIMUM LOT SIZE
1800 SF
LOT WIDTH
VARIES
MULTI -FAMILY BUILDING
SEPARATION
20-FT MINIMUM
RESIDENTIAL BUILDING
SEPARATION
10-FT MINIMUM
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
PHASE 1 A ENLARGEMENT
/.
PROPOSED SANITARY
SEWER PUMP STATION
I Previously Authorized
but no longer needed
PHASE 1 BOUNDARY
GENERAL NOTES
1. PROJECT MUST BE BUILT TO H2G0 SPECIFICATIONS FOR
WATER AND SEWER.
2. TOWN OF LELAND STORMWATER PERMITS MUST BE OBTAINED
PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS
WILL BE CUT OFF OR DISTURBED BEFORE OBTAINING PERMIT.
3. THERE SHALL BE A NOTE ON THE FINAL PLAT, MASTER
COVENANTS, AND DEEDS SHOWING THE LOCATION OF
WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE
FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS
PROPERLY PERMITTED BY THE NC DEPARTMENT OF
ENVIRONMENTAL QUIALITY (401) AND/OR THE U.S. ARMY CORP
OF ENGINEERS (404).
4. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE
SALE OF LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITH THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH
IN THE TOWN OF LELAND ORDINANCES.
5. ALL ROADS WILL BE BUILT TO NCDOT AND TOWN OF LELAND
STREET MINIMUM PAVING STANDARDS FOR SUBDIVISION
ROADS.
PROJECT ROAD NOTES
1. ALL ROADS WILL BE PRIVATE RIGHT OF WAYS CONSTRUCTED
TO NCDOT SUBDIVISION ROADS AND TOWN OF LELAND STREET
MINIMUM CONSTRUCTION STANDARDS.
2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS WILL
HAVE A 25' RADIUS MINIMUM AND CONNECTIONS TO EXISTING
ROADWAYS WILL HAVE A 30' RADIUS MINIMUM.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS
ROADWAYS ARE ACCESSIBLE BY VEHICLE TRAFFIC TO
INCLUDE DURING CONSTRUCTION AND BRUNSWICK COUNTY
STREET SIGN SPECIFICATIONS (AS STANDARDS APPLY)
4. ADDRESSING WILL COMPLY WITH LOCAL ORDINANCES.
5. PER SECTION 6.11.3 C OF BRUNSWICK COUNTY UDO,
DEVELOPMENTS OVER 120 LOTS WILL HAVE AT LEAST 3
ACCESS POINTS.
6. ONE WAY ALLEYS WILL BE A MINIMUM OF 14' WIDE, TWO WAY
ALLEYS WILL BE A MINIMUM OF 18' WIDE.
7. PROJECT ENTRANCE ROADS WILL BE DESIGNED IN
ACCORDANCE WITH NCDOT REQUIREMENTS
8. PROJECT ROADS MAY NOT BE BUILT ALL AT ONE TIME.
PHASING WILL COINSIDE WITH DEVELOPMENT POD
CONSTRUCTION.
9. SIDEWALKS SHALL BE INSTALLED ON ONE SIDE OF THE
ROADWAY PER THE TYPICAL CROSS SECTION BELOW.
10. IF DETERMINED NECESSARY, 404 AND 401 WETLAND PERMITS
WILL BE OBTAINED IN AREAS OF WETLAND CROSSINGS PRIOR
TO CONSTRUCTION OF ROADS OR BRIDGES.
DATE:
9/26/2022
MCE PROJ. ##
08910-0001
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
SCALE
HORIZONTAL:
1"=200'
VERTICAL:
N/A
L
rM&C FILE NUMBER
WE-2
DRAWING NUMBER
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION
L
J

D
4.00011.
D
0
Open Water
Impact #3:
0.003 ac (39' x 3')
40.11
."‘
//
STORMWATER
CONTROL
MEASURE
woo
GRAVEL
ACCESS ROAD
r'✓
REV.NO.
DESCRIPTIONS
DATE
Open Water
Impact #2:
0.017 ac (240' x 3')
EXISTING
RPW (TYP.)
SEALKg-
Cr
O�e� O�
O
PHASE 1
BOUNDARY
1
r
� � 1
/
SEAL\
END OF PHASE 1.
ROAD BEYOND
THIS LINE IS
FUTURE.
}
/ /.
/"°a
If/// \�
/0, Wetland Impact #7:
o 0.06 ac
/ (2,624 sf)
/
POTENTIAL
WETLAND IMPACT
2,624 SF
.060 AC
PROPOSED
RIGHT OF
WAY (TYP.)
I.
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
J
r
_/
(1.65 AC)
•••,-
/ ///////
////// / /
„7„.
4MCKJM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
N10°31'59"W
363.06'
571.6E
PHASE 1
BOUNDARY
Open Water
Impact #4:
0.041 ac (448' x 4')
WETLAND
BOUNDARY
(TYP.)
PARCEL PIN #: 217805087513
MARTIN MARIETTA
MATERIALS REAL ESTATE
DEED BOOK 3808, PAGE 1224
MAP BOOK 20, PAGE 428
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
0
200
. I
63
•97
400
Feet
PROJECT SITE DATA
FRONT SETBACK
10-FT
REAR SETBACK
10-FT
SIDE SETBACK
5-FT
CORNER SIDE SETBACK
10-FT
MAX. BUILDING HEIGHT
40-FT
MAX. MULTI -FAMILY BUILDING
HEIGHT
60-FT (W/ 1:1 ADDED
BUFFER)
AVERAGE LOT SIZE
6000 SF
MINIMUM LOT SIZE
1800 SF
LOT WIDTH
VARIES
MULTI -FAMILY BUILDING
SEPARATION
20-FT MINIMUM
RESIDENTIAL BUILDING
SEPARATION
10-FT MINIMUM
HATCH KEY
WETLAND
SIDEWALK
ASPHALT
WELTAND IMPACT*
* TOTAL IMPACT FOR PHASE 1 =
WETLAND 0.183 AC (7,956 SF)
NON -STREAM 940 LF
r
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
PHASE 1B ENLARGEMENT
GENERAL NOTES
1. PROJECT MUST BE BUILT TO H2G0 SPECIFICATIONS FOR
WATER AND SEWER.
2. TOWN OF LELAND STORMWATER PERMITS MUST BE OBTAINED
PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS
WILL BE CUT OFF OR DISTURBED BEFORE OBTAINING PERMIT.
3. THERE SHALL BE A NOTE ON THE FINAL PLAT, MASTER
COVENANTS, AND DEEDS SHOWING THE LOCATION OF
WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE
FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS
PROPERLY PERMITTED BY THE NC DEPARTMENT OF
ENVIRONMENTAL QUIALITY (401) AND/OR THE U.S. ARMY CORP
OF ENGINEERS (404).
4. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE
SALE OF LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITH THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH
IN THE TOWN OF LELAND ORDINANCES.
5. ALL ROADS WILL BE BUILT TO NCDOT AND TOWN OF LELAND
STREET MINIMUM PAVING STANDARDS FOR SUBDIVISION
ROADS.
PROJECT ROAD NOTES
1. ALL ROADS WILL BE PRIVATE RIGHT OF WAYS CONSTRUCTED
TO NCDOT SUBDIVISION ROADS AND TOWN OF LELAND STREET
MINIMUM CONSTRUCTION STANDARDS.
2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS WILL
HAVE A 25' RADIUS MINIMUM AND CONNECTIONS TO EXISTING
ROADWAYS WILL HAVE A 30' RADIUS MINIMUM.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS
ROADWAYS ARE ACCESSIBLE BY VEHICLE TRAFFIC TO
INCLUDE DURING CONSTRUCTION AND BRUNSWICK COUNTY
STREET SIGN SPECIFICATIONS (AS STANDARDS APPLY)
4. ADDRESSING WILL COMPLY WITH LOCAL ORDINANCES.
5. PER SECTION 6.11.3 C OF BRUNSWICK COUNTY UDO,
DEVELOPMENTS OVER 120 LOTS WILL HAVE AT LEAST 3
ACCESS POINTS.
6. ONE WAY ALLEYS WILL BE A MINIMUM OF 14' WIDE, TWO WAY
ALLEYS WILL BE A MINIMUM OF 18' WIDE.
7. PROJECT ENTRANCE ROADS WILL BE DESIGNED IN
ACCORDANCE WITH NCDOT REQUIREMENTS
8. PROJECT ROADS MAY NOT BE BUILT ALL AT ONE TIME.
PHASING WILL COINSIDE WITH DEVELOPMENT POD
CONSTRUCTION.
9. SIDEWALKS SHALL BE INSTALLED ON ONE SIDE OF THE
ROADWAY PER THE TYPICAL CROSS SECTION BELOW.
10. IF DETERMINED NECESSARY, 404 AND 401 WETLAND PERMITS
WILL BE OBTAINED IN AREAS OF WETLAND CROSSINGS PRIOR
TO CONSTRUCTION OF ROADS OR BRIDGES.
DATE:
9/26/2022'N
MCE PROJ.
##
08910-0001
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
J
SCALE
HORIZONTAL:
1 "=200'
VERTICAL:
N/A
L
1
rM&0 FILE NUMBER
WE-3
DRAWING NUMBER
L
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION
REVISIONS
www.mckimcreed.com
L

70
60
50
40
30
14
0
14
0
BRIDGE PROFILE
STA 14+00 TO 23+00
VEST
CAL
SCALE
1" =
5'
H O
Z0\
TAL
SCALE
1"=50'
—
—
—
/
�,
,
7
�—
II
EXISTING DIRT ROAD GRADE
1
I
II II
EXISTING CUL VERTS
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Lf) Ln
00
14+ 00
15
14+50
1/
00
0)
U
a
15+ 00 15+50
16
P-
00
EXISTING STREAM
TOP OF BANK (TYP.)
k
2_
00
18
00 19
00
BRIDGE PROFILE
STA 14+00 TO 23+00
WETLAND BOUNDARY (TYP.)
EXISTING CUL VERT
CROSSINGS
P-
k
2_
WETLAND (HATCHED, TYP.)
P
11141„n111111V
20
P
00
50
I
100
Feet
2
00
22
00
23
70
60
50
40
30
p0
00
MALMO
MALMO
LELAND,
LOOP
LOOP
ROAD
NC
TRACT
MALMO
60
BELVILLE,
VENTURES,
GREGORY
NC
28451-9275
ROAD
NE
LLC
4MCKEN/I&CREED
243
WILMINGTON,
N
910.343.1048
FRONT STREET
NC
28401
DATE: 09/26/2022 SCALE
MCE PROJ. #:08910-0001HORIZONTAL:1"=50'
DRAWN: MDH VERTICAL: 1"=5'
DESIGNED: MDH
WETLAND
EXHIBIT
CJECLED: DPS
PROJ. MANAGER: DPS
EXISTING
CONDI
T
IONS
W
E 4
NOT FOR CONSTRUCTION

1
70
60
50
40
30
14-
BRIDGE PROFILE
STA 14+00 TO 23+00
VEST
CAL
SCALE
1"
= 5'
H 0
Z0\
TAL
SCALE
PVI
STA.
PVI ELEV.•
K:
15+25.63
48.2e
84.16
1"
—
50'
0
LP
LVC.
STA:
LP ELEV:
198. 60
15+82.78
48.67
0 0
w +
ELEV: 50.13
o c
l
10
(Ni
'*
N
mi_
N-
W
COU
m N
0CDj
X
LuPROPOSED
"
X
CD
co
p.,3%
SLOPE
ROAD
AND BRIDGE GRADE
/
/ -
♦
EXISTING
DIRT
ROAD GRADE
• `
•
'
j
v..
_
`
`
``/
`,.../
PROPOSED
GRADE
\—
WOOD
PILE (TYP.)
QD
co
0 0
LC) d
15+RO
I�
ai
o
a- 06
d-
r� 1 +
<o
ao ox
d-
o
co 0-)
ao ox
N d
o 1 +
o-
00 o
d-
�_ o
of 0-
d-
o 18+
6
o
co 0)
6i o
d-
19+
o_
am
ai o
Ln
o
0 0
Lf) Ln
o -�
<o
0 0
In Lo
0 o
(0 0)
0 0
In
o 21 +
o)
0
Ln
0 o
.
F -
o -�
o
Lf)
0 o
co 0)
Lf) EcT
0 23-
o
LC)
+00
15+00
1 /+00
4�46 47-
16+00
6
6
6
STREAM RESTORATION
46 LF
6
6
6
6
18+00 19+00
BRIDGE PROFILE
STA 14+00 TO 23+00
6
6
WETLAND BOUNDARY (TYP.)
6
6
6
6
6
6
6
6
6
6
kJ
WETLAND (HATCHED, TYP.) H
6
6
20+00
6
6
6
50
I
6
6
100
6
Feet
6
0
21+00
22+00
HATCH KEY
WETLAND IMPACT
WETLAND RESTORATION
13,033 SF, 0.299 AC
6
6
70
60
50
40
30
90
Lf)
23+00
00
t)
k
CROSS SECTION A
60
50
r'N_/
-00
10H
WETLAND (HATCHED, TYP.)
STREAM RESTORA 770N
43 LF
STREAM RESTORA770N
46 LF
titt
Si**10)1P
Olak
#o ROW1 01k. Ve VA-**
,
STA 16+35
BRIDGE START
CROSS SECTION A
PROPOSED BRIDGE
WOOD PILE (TYP.)
40
PROPOSED GRADE
30
20
73
VEST CAL SCALE
1" = 5'
H0 Z0\TAL SCALE
1" = 50'
Ifrow_,;woot
043iL**
0*Ip••
To*
110W
EXISTING STREAM
TOP OF BANK (TYP.)
If
I woo
'IIII
WIIIIIII(, (IIIIIIIIIIII
20
I
40
Feet
STA 18+96
BRIDGE END
MALMO
MALMO
LELAND,
LOOP
LOOP
ROAD
NC
TRACT
MALMO
60
BELVILLE,
VENTURES
GREGORY
NC
ROAD
28451-9275
NE
LLC
•
`,MCKEM&CREED
243
WILMINGTON,
N FRONT STREET
NC
910.343.1048
28401
DATE: 09/26/2022 SCALE
MCE PROJ. #:08910-0001HORIZONTAL:1"=50'
DRAWN: MDH VERTICAL: 1"=5'
DESIGNED: MDH
ETLAND
EXHIBIT
CJECLED: DPS
PROJ. MANAGER: DPS
BRIDGE
AND
CULVERT
PROFILES
W
E 5
NOT FOR CONSTRUCTION

25 565.
S�4
0
c
'o s000 03
cO O
N\to
O
S9
Z
0
0
0
0
OPEN SPACE
40'x70'
BUILDING
PAD (TYP.)
\
Wetland Impact #1:
0.009 ac (386 sf)
Previously Authorized
by USACE
WETLAND
BOUNDARY
(TYP.)
Zo 0o PROPOSED
RIGHT OF
WAY (TYP.)
11133g„vj
S 43 39.
SEAL
co
oq-
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
r
SEAL
0
4MCKJM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
20
I
40
Feet
/
/
/
/
/
if
I
Wetland Impact #2:
0.063 ac (2,752 sf)
Previously Authorized
by USACE
3
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
SINGLE FAMILY
SF 10
29 UNITS
41.g7'
S85° 11' 31.52E
230.713
/
WETLAND
BOUNDARY
(TYP.)
rn
1
1
1
1
1
1
1
\
40'x70'
BUILDING
PAD (TYP.)
\cNtcc
it
WETLAND IMPACTS 1 & 2
PREVIOUSLY AUTHORIZED BY USACE
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT EN LARGM EN TS
4
DATE:
9/26/2022
MCE PROJ. ##
08910-0001
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
I
I I
1 1
I I
1
1
1
1
1
1
1
1
4,a
50.00'
1'
PROPOSED
RIGHT OF
WAY (TYP.)
1 1
1 1
\
1
1
1 \\
PROPOSED \\
ROADWAY \
CENTERLINE \\
(TYP.) \\
SCALE
HORIZONTAL:
1"-20'
VERTICAL:
N/A
rM&C FILE NUMBER
WE-6
DRAWING NUMBER
REV.NO.
DESCRIPTIONS
REVISIONS
DATE
License: F-1222
www.mckimcreed.com
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION

OPEN SPACE
10' NME
L=202.895, R=350.000
0.101.
SINGLE FAMILY
SF 11
94 UNITS
0
0
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
WETLAND
BOUNDARY
(TYP.)
SEAL,
PROPOSED
RIGHT OF
WAY (TYP.)
r
SEAL\
44*
PROPOSED
ROADWAY
CENTERLINE
�, (TYP.)
0
2I
40
Feet
4MCKJM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
O
\I
I/
SINGLE FAMILY
SF 11
94 UNITS
Wetland Impact #4:
0.003 ac (108 sf)
Previously Authorized
by USACE
WETLAND
BOUNDARY
(TYP.)
a /
4
\
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
WETLAND IMPACTS #3 & #4
PREVIOUSLY AUTHORIZED BY USACE
r
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT EN LARGM EN TS
DATE:
9/26/2022N
MCE PROJ. ##
08910-0001
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
J
"PROPOSED
RIGHT OF
WAY (TYP.)
SCALE
HORIZONTAL:
1"=20'
VERTICAL:
N/A
L
1
rM&C FILE NUMBER
WE-7
DRAWING NUMBER
L
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION
/
L
1

a
OPEN SPACE
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
Wetland Impact #5:
0.018 ac (780 sf)
\I
I/
\I
SEAL,
\I/
\I
I/
Wetland Impact #6:
0.025 ac (1,086 sf)
I/
r
SEAL•
0
WETLAND
BOUNDARY
(TYP.)
\
PROPOSED
RIGHT OF
WAY (TYP.)
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
4MCKJM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
40
Feet
(aa
120.00'
4
4
120.00'
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
4'
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
0
0
WETLAND
BOUNDARY -----
_-- (TYP.)
Ngp 56_23_gg—E
\I
SINGLE FAMILY
SF 3
45 UNITS
/
/
/
/
Wetland Impact #7:
0.060 ac (2,624 sf)
PROPOSED
18" CULVERT
WETLAND IMPACTS #5 - #7
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT EN LARGM EN TS
i
PROPOSED
_"_----" RIGHT OF
WAY (TYP.)
\I
DATE:
9/26/20221
MCE PROJ. ##
08910-0001
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
J
r
SCALE 1
HORIZONTAL:
1 "=20'
VERTICAL:
N/A
L_
rM&C FILE NUMBER-)
WE-8
DRAWING NUMBER
J
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION
J
l

1
R -----__,`\
/
10'NME -
PROPOSED
ROADWAY
CENTERLINE
(TYP.)
40'x70'
BUILDING
PAD (TYP.)
SINGLE FAMILY
SF 10
29 UNITS
<�\
\
I <0O
Jx
1
1
\\ / 1 / -- x—
\\ PROPOSED -/''- / —'
i
RIGHT OF
REV.NO.
REVISIONS
DESCRIPTIONS
DATE
OPEN SPACE
0
SEAL
/
20
I
)
\Ill/ ,
\III/
/
N \
N
Open Water Impact #1:
0.03 ac (213' x 6')
40
Feet
r
SEAL
/
/
/ �N//
\
\ \ /\
\ / \
J 1 / / / 7
\ 1 --,/ / //
7/
v \III/
1
r
1 1
WETLAND
BOUNDARY
(TYP.)
_1
7
-
/-—
/
7
/
/
/
/
v�1vR'IQM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
/^
\L)
/\�
//
/ / ) //,�/..,// /
i,
�f 1 \1 / 1 1/, /%/ll
///2////),11//////////7(/';///ii/j.// / 1
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29 UNITS
OSED
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Open Water Impact #2: 0.016 ac
2A: Stormwater - 0.008 ac
2B: Road Crossing - 0.008 ac
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
120.00'
40
80
FEET
OPEN WATER IMPACTS #1 - #2
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
RPW IMPACT ENLARGEMENTS
53
52
DATE:
DRAWN
DESIGNED
CHECKED
PROJ. MGR.
54
9/26/2022
08910-0001
MDH
DPS
DPS
(PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
ss
17
12003
SCALE
SEE SCALE
VERTICAL:
M&C FILE NUMBER-1
WE-9
DRAWING NUMBER
11111111
REVISION

Open Water Impact #3:
0.003 ac (39' x 3')
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
WETLAND
BOUNDARY
(TYP.)
7 Alt
MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
\ PROPOSED
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CENTERLINE
(TYP.)
IMPACT
40
80
I Feet
DUPLEX DP 2
40 UNITS
OPEN WATER IMPACTS #3 - #4
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
RPW IMPACT ENLARGEMENTS
f
AL N
DATE:
9/26/2022
MCE PROJ. #
08910-0001
DRAWN
MDHAMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
AL
SCALE
HORIZONTAL:
1"=20'
VERTICAL:
N/A
DRAWING NUMBER
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
REVISION

0
20
I
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7
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1 20.00'
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SINGLE FAMILY
SF 3
45 UNITS
PROPOSED
WETLAND IMPACT
1,318 SF
030 AC
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52
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PROPOSED
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41V1cIQM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
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70
60
50
40
30
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MALMO VENTURES, LLC
60 GREGORY ROAD NE
BELVILLE, NC 28451-9275
70
POSED GRADE
0
60
50
40
30
PROPOSED CULVERT
EXISTING GRADE
MALMO LOOP TRACT
PHASE 1
MALMO LOOP ROAD, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT EN LAR GM EN TS
DATE:
11/30/2022
MCE PROJ. #
08910-0001
DRAWN
MDH/BMJ
DESIGNED
MDH
CHECKED
DPS
PROJ. MGR.
DPS
SCALE
HORIZONTAL:
1"=20'
VERTICAL:
N/A
rM&C FILE NUMBER-)
WE-11
DRAWING NUMBER
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION