HomeMy WebLinkAboutHeron Cove Community Meeting NoticeMarch 7, 2025
RE: Community Meeting for Conditional Rezoning Request
for property at 6425 & 6437 Gordon Road and 1927 Gordon Acres Drive
We invite you to join us for a community meeting for the proposed conditional rezoning
of property located at 6425 & 6437 Gordon Road and 1927 Gordon Acres Drive, Wilmington,
North Carolina and identified as New Hanover County Parcels: R04300-003-025-000, R04300-
003-057-000, & R04300-003-026-010. The current zoning of the property is R-15 (low density
residential). The proposed conditional rezoning would be R-5 (moderate-high residential) with a
proposed density of 8.0 units/acre consisting of single family units. Please reference the attached
illustration of the concept site plan.
We welcome the opportunity to discuss the proposed project with you at the community
meeting where you can drop by and we will answer any questions. The community meeting will
be held on March 18th, 2025 from 5:00-6:00 p.m. at Ogden Baptist Church, located at 7121 Market
Street, Wilmington, North Carolina, 28411.
If you cannot attend the community meeting, you can send questions and comments to
heroncovedevelopment@gmail.com.
We look forward to seeing you at 5:00 p.m. on March 18, 2025 at:
Ogden Baptist Church
7121 Market Street
Wilmington, NC 28411
GO
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GORDON ACRES DR.
(PRIVATE R/W)
DANIEL BOONE TRL.
(PRIVATE R/W)
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25'1
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43'
PROPOSED ROAD-A
(PRIVATE 40' R/W)
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OPEN SPACE
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STORMWATER POND AREA
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67'
34'
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2,752 sf
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2,752 sf
5
2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
85
2,752 sf
84
2,752 sf
83
3,067 sf
82
3,827 sf
81
3,862 sf
80
2,752 sf
79
2,752 sf
78
2,752 sf
77
2,752 sf
11
2,752 sf
76
2,752 sf
12
2,752 sf
75
2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
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2,752 sf
16
2,752 sf
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2,752 sf
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2,752 sf
70
2,752 sf
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2,752 sf
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2,752 sf
19
2,752 sf
68
2,752 sf
20
2,752 sf
67
2,752 sf
21
2,752 sf
66
2,752 sf
22
2,752 sf
65
2,752 sf
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2,752 sf
64
2,752 sf
24
2,752 sf
63
2,752 sf
25
2,752 sf
62
2,752 sf
26
2,752 sf
61
2,752 sf
27
2,752 sf
60
2,752 sf
28
2,752 sf
59
2,752 sf
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2,752 sf
58
2,752 sf
30
2,752 sf
57
2,752 sf
31
2,752 sf
56
2,752 sf
32
2,752 sf
55
2,752 sf
33
2,752 sf
54
2,752 sf
34
2,752 sf
53
2,752 sf
35
2,752 sf
52
2,752 sf
36
4,511 sf
51
2,752 sf
50
2,752 sf
37
2,752 sf
49
2,752 sf
48
2,752 sf
47
2,752 sf
46
3,660 sf
38
2,752 sf
39
2,752 sf
40
2,752 sf
41
2,752 sf
42
2,8
2
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43
2,8
4
3
s
f
65'
44
2,8
6
4
s
f
45
2,8
8
5
s
f
OPEN SPACE
&
STORMWATER POND AREA
OPEN SPACE
&
STORMWATER POND AREA
AP
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C-1P
1
1" = 100'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2025
CLIENT INFORMATION:
River Birch Investments, LLC
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 1
JAE
CDC
CDC
24x36
2/20/2025
PRE
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PROPERTY LINE
RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EOP
PROP. EASEMENT
3:1 GRASSED SWALE
CENTER LINE
WATERLINE
SANITARY SEWER LINE
FIRE HYDRANT ASSY
BLOW OFF ASSEMBLY
GATE VALVE
REDUCER
OPEN SPACE
LEGEND
1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR
PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL
APPROVAL.". CALL 332-6558 FOR INFORMATION.
5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED
DEVICES BY USCFCCCHR OR ASSE.
6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE
AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10
INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS
TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES
LOCATED IN TRAFFIC AREAS.
9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN
CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT-OF-WAY LINE.
10.ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO
401 CERAMIC EPOXY LINING.
11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
12. NO FLEXIBLE COUPLINGS SHALL BE USED.
13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP
FOUND IN THE ORIGINAL ITEM.
15. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT
HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM
FLEXIBILITY.
16. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER
WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE
THEIR CABLE AT APPROXIMATELY 2' DEEP.
17. SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE UTILIZED OR
ABANDONED.
18. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY STABILIZATION/RELOCATION OF
POWER POLES AND ASSOCIATED HARDWARE.
UTILITY NOTES:
FIRE & SAFETY NOTES:
1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE
HYDRANTS.
2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED
AROUND CONSTRUCTION SITE AT ALL TIMES.
3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH
STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN
COMPLIANCE WITH NHC FIRE SERVICE
REQUIREMENTS.
SITE DATA
PARCEL ID:R04300-003-025-000,
R04300-003-057-000,
R04300-003-026-010
CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL)
PROJECT ADDRESS:6425, 6437 GORDON RD.
& 1927 GORDON ACRES DR.
WILMINGTON, NC 28411
CURRENT OWNER:NGUYEN CANH ETAL
824 BLUESTONE RD
DURHAM, NC 27713
TOTAL ACREAGE IN PROJECT BOUNDARY:6) $&
MAXIMUM DENSITY:8 D.U./ACRE
(8 X 10.8=86.4 D.U. ALLOWED)
PROPOSED UNITS:86 LOTS
MAXIMUM BUILDING HEIGHT:40'
TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA)
REQUIRED 10.8 AC. X 20%= 2.16 AC
PROVIDED:2.78 AC
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT
ORDINANCE
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY
4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL.
5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM STANDARDS FOR PRIVATE
STREETS.
6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN ACCORDANCE WITH NEW
HANOVER COUNTY SUBDIVISION ORDINANCE.
7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO BE MAINTAINED
BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS ASSOCIATION.
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Scale: 1"=100'
OPTION 1:
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GORDON ACRES DR.
(PRIVATE R/W)
DANIEL BOONE TRL.
(PRIVATE R/W)
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(P
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25'
1
2,752 sf
43'
PROPOSED ROAD-A
(PRIVATE 40' R/W)
OPEN SPACE
&
STORMWATER POND AREA
NORT
H
2
2,752 sf
3
2,752 sf
4
2,752 sf
5
2,752 sf
6
2,752 sf
7
2,752 sf
8
2,752 sf
9
2,752 sf
10
2,752 sf
86
2,752 sf
85
2,752 sf
84
2,752 sf
83
3,067 sf
82
3,827 sf
81
3,862 sf
80
2,752 sf
79
2,752 sf
78
2,752 sf
77
2,752 sf
11
2,752 sf
76
2,752 sf
12
2,752 sf
75
2,752 sf
13
2,752 sf
74
2,752 sf
14
2,752 sf
73
2,752 sf
15
2,752 sf
72
2,752 sf
16
2,752 sf
71
2,752 sf
17
2,752 sf
70
2,752 sf
18
2,752 sf
69
2,752 sf
19
2,752 sf
68
2,752 sf
20
2,752 sf
67
2,752 sf
21
2,752 sf
66
2,752 sf
22
2,752 sf
65
2,752 sf
23
2,752 sf
64
2,752 sf
24
2,752 sf
63
2,752 sf
25
2,752 sf
62
2,752 sf
26
2,752 sf
61
2,752 sf
27
2,752 sf
60
2,752 sf
28
2,752 sf
59
2,752 sf
29
2,752 sf
58
2,752 sf
30
2,752 sf
57
2,752 sf
31
2,752 sf
56
2,752 sf
32
2,752 sf
55
2,752 sf
33
2,752 sf
54
2,752 sf
34
2,752 sf
53
2,752 sf
35
2,752 sf
52
2,752 sf
36
2,752 sf
51
2,752 sf
50
2,752 sf
37
2,752 sf
49
2,752 sf
48
2,752 sf
47
3,140 sf
46
3,040 sf
38
2,752 sf
39
2,752 sf
40
2,752 sf
41
2,752 sf
OPEN SPACE
&
STORMWATER POND AREA
OPEN SPACE
&
STORMWATER POND AREA
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3,260 sf
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3,177 sf45
3,509 sf
64
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35'
P-2
1
1" = 100'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2025
CLIENT INFORMATION:
River Birch Investments, LLC
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 1
JAE
CDC
CDC
24x36
2/28/2025
PRE
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PROPERTY LINE
RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EOP
PROP. EASEMENT
3:1 GRASSED SWALE
CENTER LINE
WATERLINE
SANITARY SEWER LINE
FIRE HYDRANT ASSY
BLOW OFF ASSEMBLY
GATE VALVE
REDUCER
OPEN SPACE
LEGEND
1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR
PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL
APPROVAL.". CALL 332-6558 FOR INFORMATION.
5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED
DEVICES BY USCFCCCHR OR ASSE.
6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE
AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10
INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS
TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES
LOCATED IN TRAFFIC AREAS.
9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN
CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT-OF-WAY LINE.
10.ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO
401 CERAMIC EPOXY LINING.
11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
12. NO FLEXIBLE COUPLINGS SHALL BE USED.
13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP
FOUND IN THE ORIGINAL ITEM.
15. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT
HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM
FLEXIBILITY.
16. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER
WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE
THEIR CABLE AT APPROXIMATELY 2' DEEP.
17. SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE UTILIZED OR
ABANDONED.
18. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY STABILIZATION/RELOCATION OF
POWER POLES AND ASSOCIATED HARDWARE.
UTILITY NOTES:
FIRE & SAFETY NOTES:
1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE
HYDRANTS.
2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED
AROUND CONSTRUCTION SITE AT ALL TIMES.
3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH
STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN
COMPLIANCE WITH NHC FIRE SERVICE
REQUIREMENTS.
SITE DATA
PARCEL ID:R04300-003-025-000,
R04300-003-057-000,
R04300-003-026-010
CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL)
PROJECT ADDRESS:6425, 6437 GORDON RD.
& 1927 GORDON ACRES DR.
WILMINGTON, NC 28411
CURRENT OWNER:NGUYEN CANH ETAL
824 BLUESTONE RD
DURHAM, NC 27713
TOTAL ACREAGE IN PROJECT BOUNDARY:6) $&
MAXIMUM DENSITY:8 D.U./ACRE
(8 X 10.8=86.4 D.U. ALLOWED)
PROPOSED UNITS:86 LOTS
MAXIMUM BUILDING HEIGHT:40'
TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA)
REQUIRED 10.8 AC. X 20%= 2.16 AC
PROVIDED:3.1 AC
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT
ORDINANCE
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY
4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL.
5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM STANDARDS FOR PRIVATE
STREETS.
6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN ACCORDANCE WITH NEW
HANOVER COUNTY SUBDIVISION ORDINANCE.
7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO BE MAINTAINED
BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS ASSOCIATION.
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200'100'50'100'0'
Scale: 1"=100'
OPTION 2: