20230396 Ver 2_More Info Received_20231018

,a.
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
Narrative
The Hamptons on the White Oak
Revised 1/2/23 Coastal Management Review Comments
Revised 9/6/23 Coastal Management Review Comments
Revised 10/18/23 Coastal Management and Corps Comments
Owners
Dirt2Dreams LLC
PO Box 4692
Emerald Isle, NC 28544
Civil Engineering Consultant
GARp��ii, The Cullipher Group, P.A.
...... �� ,� 151A Hwy 24
O Slp'. Morehead City, NC 28557
9
SEAL _ OP. Al) b) J �l
13343 =
Ro ald D. Cullipher, PE Date
�A0'
I Soils and Wetlands Consultant
Applied Resource Management, PC
257 Transfer Station Road
Hampstead, NC 28443
Site Boundary and Topographic Survey
Prestige Land Surveying, P.A.
501 W B McLean Dr,
Cape Carteret, NC 28584
Hydrographic Surveying
Lanier Surveying Company
624-4 W. Corbett Avenue
Swansboro, N.C. 28584
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]

A. Introduction
Dirt2Dreams, LLC, acquired three properties on February 16th, 2021. Two of the properties were
acquired from Herbert Page and wife, Shirley and the third was from Crystal Coast
Amphitheater, Inc. The combined contiguous parcels have now become "The Hamptons on the
White Oak". The Hamptons on the White Oak is off of West Fire Tower Road in the Peletier
Community and along the Amphitheater Road heading toward the White Oak River.
Prior to their acquisition portions of the property were undeveloped and the balance was the
site of the Amphitheater and Amphitheater parking, septic and incidental support areas. The
Amphitheater was most recently the site of the "Worthy is the Lamb" musical production.
B. Environmental Assessment/Surveys
Once the property was acquired, Dirt2Dreams, LLC engaged Prestige Land Surveying, PA., Lanier
Surveying Company and Applied Resource Management, PC to survey the property boundaries,
identify coastal and 404 wetlands, waterward and landward extent of coastal marsh,
topographic and hydrographic surveys of the property along with site suitability for onsite
wastewater disposal.
Thomas Charles, Army Corps of Engineers representative, signed the 404 Wetlands Map
prepared by Prestige Land Surveying, P.A. on Aug 30, 2022.
C. Site Plan Development and County Zoning
These properties were rezoned to the current R10CZ zone in which a site -specific plan was
prepared by The Cullipher Group, P.A. and approved by the Carteret County Commissioners.
This R10CZ map is the basis for this final design and permitting plan.
D. CAMA Statements
In accordance with DWR 401 requirements for statement attestations the following statements
are added as requested:
The project proponent hereby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief.
and
The project proponent hereby requests that the certifying authority review and take action on
the CWA 401 Certification request within the applicable reasonable period of time.
Dredging area footprints are as follows: Raymond Gut 41219 sf and 7897 sf for boat ramps and
kayak launch.
E. Open Water Marina -Access Width Proposed at 8' (reduced from 10')
The length of the dock from the shoreline to the end of the T-Dock is 470 linear feet.

F. Wetland Impacts
The developed plan minimizes impacts to both coastal and 404 wetlands. The boat ramp and
kayak launch are located at a point in which minimal coastal or 404 wetlands were located.
Attachment No. 1 shows an enlarged detail of this area.
Remaining wetland impacts are restricted to 404 wetlands. They are for street crossings to
promote roadway circulation and access to high grounds. Double culverts are proposed at those
locations with 25% bury to promote contiguous hydraulic connections. Attachments No.2
through 6 show the impacts in detail.
Total Coastal Wetland Impacts 57 sf (0.0013 ac)
Total 404 Wetland Impacts 6649 sf (0.15 ac)
G. Coastal Stormwater Rules
This project drains into the White Oak River which is class SA waters. The tract area above
coastal marsh has been determined to be 3262191.95 sf excluding the Silver Creek HOA septic
easement property. The county provided an exhibit from the planning department in which the
pre -developed area was established along with their methodology in determining the
impervious coverage. The pre -new development impervious was determined to be 332600 sf.
We have provided C1 in the submittal that shows our proposed low -density project which
complies with the NC State Stormwater Rules for projects draining to SA waters with a new
percentage of a maximum of 12% of the balance of the previously undeveloped property.
The developer has a total of 328350 sf of impervious to divide among the proposed 118 single
family lots. The lots will have the option to provide #57 stone over fabric with a proposed
cellular grid for containment for driveways or portions of driveways.

Proposed distribution of impervious is as follows:

The Hamptons on the White Oak
Lot Impervious Allocation
Attachment A
LOT #
BUA (SF)
LOT #
BUA (SF)
LOT #
BUA (SF)
1
2200
41
2700
81
2700
2
2200
42
2700
82
2700
3
2200
43
2700
83
2700
4
2200
44
2700
84
2700
5
2200
45
2700
85
2700
6
2700
46
2700
86
2700
7
2200
47
2700
87
2700
8
2200
48
3000
88
2700
9
2200
49
3000
89
2700
10
2200
50
4450
90
2700
11
2200
51
4450
91
2700
12
2200
52
4450
92
2700
13
2200
53
4450
93
2700
14
2700
54
4450
94
2700
15
2700
55
3500
95
2700
16
4150
56
4450
96
2700
17
2700
57
4450
97
2200
18
2700
58
4450
98
2200
19
2700
59
4450
99
2200
20
2700
60
4450
100
2700
21
2700
61
3350
101
2700
22
2700
62
4450
102
2700
23
2700
63
4450
103
2700
24
2700
64
4450
104
2700
25
2700
65
4450
105
4150
26
2700
66
4450
106
2700
27
2700
67
4450
107
2700
28
2700
68
4450
108
2700
29
2700
69
2700
109
2700
30
2700
70
2700
110
2700
31
2700
71
2700
111
2700
32
2700
72
2700
112
2700
33
2700
73
2700
113
2200
34
2700
74
2700
114
2200
35
2200
75
2700
115
2200
36
2200
76
2700
116
2200
37
2700
77
2700
117
2200
38
2700
78
2700
118
2200
39
2700
79
2700
40
2700
80
2700
Total Lot BUA = 341800 SF

The Hamptons on the White Oak
ATTACHMENT N0.1
COASTAL WETLAND IMPACT UPLAND
BOAT RAMP & KAYAK LAUNCH
WATERWARD EXTENT
OF MARSH
COASTAL WETLAND
NHW--+•, IMPACT = 57SF
`�•� (SPARSELY POPULATED)
ti
NHW/WATER EXTENT
OF MARSH
'.LANDWARD EDGE
OF ,MARSH-01
4
� Y•
/• /D •�
I �
76 S> .91
1 �
77.133 /
'\ 'COASTAL WETLAND/•/
� IMPACT ,
.`
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on the White Oak
ATTACHMENT N0.2
SAG HARBOR CIRCLE
WETLAND IMPACT N0.1
ROAD CROSSING
LANDWARD EDGE OF '
COASTAL MARSH / ;�-NHW U�k-
NHW _/` LANDWARD EDGE OF
y 1L k, COASTAL MARSH
V/
lz 4L
v-
56 _
55
ROADWAY WETLAND \/ `
IMPACT NO.
2083 SF 404 WEt,T_LANa,� CULVERT 4
` 257. BUR I AL
/48LF DUAL 24 "RCP
O
,i
I.
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on the White Oak
ATTACHMENT NO.3
SAG HARBOR CIRCLE
WETLAND IMPACT N0.2
ROAD CROSSING
40 20 0 40 80
SCALE: 1" = 40'

The Hamptons on the White Oak
ATTACHMENT NO.4
NORTHHAMPTON LOOP
WETLAND IMPACT N0.3
ROAD CROSSING
/ CULVERT 2
40LF DUAL 18"RCP
25% BURIAL
ROADWAY WETLAND
IMPACT NO. 3
501 SF
I
0
I �I
24
I \b,
i quo .
i
25 i
i
i
40 20 0 40 80
SCALE: 1" = 40'

The H amptons on the White Oak
ATTACHMENT N0.5
EAST HAMPTON LOOP
WETLAND IMPACT NO.4
ROAD CROSSING
48LF 2 "RCP
404 WETLANDS
404 WETLANDS
40 20 0 40 80
SCALE: 1" = 40'
14!�-
ROADWAY WETLAND
IMPACT NO. 4
3308 SF

The Hamptons on the White Oak
ATTACHMENT NO.6
MONTAUK DRIVE
WETLAND IMPACT N0.5 & N0.6
EXISTING ROAD CROSSING PIPE REPLACEMENT
MINIMAL ADDITIONAL IMPACT
T\LANDS
ro
WETLAND IMPACT
PIPE REPLACEMENT
& UPGRADE
IMPACT NO.6-47SF
CULVERT 6
�48LF DUAL 30"RCP
WETLAND IMPACT ' 25% BURIAL
PIPE REPLACEMENT /
& UPGRADE
IMPACT NO.5-105SF / "Co.
9 � �
% 0
/ 404 WETLANDS -
Az
/ .�. _V�
40 20 0 40 80
SCALE: 1" = 40'