Ver _COMPLETE FILE_19880816

?JJ\`trnr '
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
August 9, 1988
SUBJECT: File No. SAWC088-N-016-0468
Mr. R. H. Messmer
Blue Heron Bay
17 Margeret Terrace
Sparta, New Jersey 07871
Dear .Mr. Messmer:
G" IV
?urj- 16 1988
,,PVAT_t
C ".'r r A
On February 6, 1986, we renewed general permit No. SAWC080-N-
000-0291 (copy enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received August 2, 1988, for
Department of the Army authorization to construct a 64-slip marina
on Bogue Sound approximately 0.7 mile west of Broad Creek, to
support residential development, White Oak Township, Carteret
County, North Carolina, indicates it to be a candidate for Federal
authorization under this general permit. Accordingly, the
administrative processing of your application will be accomplished
by the North Carolina Division of Coastal Management. Comments
from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit
process for any reason, you will be informed regarding its further
management. If there are no unresolved differences in State-
Federal positions or policies, the final action taken on your
application by the State will result in your receiving written
notice from us that your application is consistent with the
general permit and you may commence your activity. Only after
receiving such confirmation should you begin work.
Your application, pursuant to Section 10 of the River and
Harbor Act, has been assigned No. SAWC088-N-016-0468 and will be
coordinated by Mr. David Baker. He is available at telephone
[phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Robert F. McGhee, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
IN REPLY REFER TO
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
September 12, 188
Regulatory Branch „.
SUBJECT: File No. SAWC088-N-016-0468

Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Blue Heron Bay, represented by
Mr. R. H. Messmer, for a Department of the Army permit to excavate
a channel, canal and basin and construct a boatramp, bulkheads,
piers and docks establishing a 64-slip residential marina on Bogue
Sound, west of Broad Creek, White Oak Township, Carteret County,
North Carolina.
The Federal agencies have completed review of the proposal as
presented by the application and your field investigation report.
By letter of August 26, 1988 (copy enclosed), the National Marine
Fisheries Service (NMFS) recommended that the application be
denied because of the proposed distrubance of approximately 1/2
acre of shallow, subtidal habitat, including excavation within an
area vegetated by a mixture of ellgrass and shoalgrass. Also, the
NMFS expressed concern regarding the probability that
accomplishment of the work would result in degradation of water
quality and closure of "SA" waters currently open to the
harvesting of shellfish. Also, we understand that accomplishment
of the work, as proposed, would be inconsistent with the Carteret
County Land Use Plan. We concur with NMFS's recommendation that
the application be denied.
Questions or comments may be addressed to Mr. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch

-2-
. 'r
Copies Furnished (without enclosure):
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr, Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
t
Mr. Robert F. McGhee, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557

PATON / ZUCCHINO
X A'5;i H :? YI F-.1 %
June 16,-1988
BLUE HERON BAY MARINA. WATER QUALITY STUDY
CARTERET COUNTY, NC
Jul 1210,88 ''
GLOSSARY:
--------------
C1N: Entrance canal from sound to marina proper.
C2N: Marina Proper.

0
v?
M
CA
CS
C1
C2
N
N1B
N2B
DT
CRA
RB
SOD
TC
A
A1,2
H1,2
FP
A21
R1,2
T
C1N,
Ambient dissolved oxygen (DO) in mg/1 in Bogue Sound
Saturation DO in mg/1
Initial DO in section 1 (mg/1)
initial DO in section 2 (mg/1)
Number of time steps in calculation (NxDT=196=8.1
Number of boat hours of use in section 1
Number of boat hours of use in section 2
Time step use in calculation in hours (.1)
Reaeration coefficient 2.03 (cm/hr.)(=1.6 ft./day)
Reaeration = (CRA/H1) (CS-C1,2 (+1) (mg/lhr.)
Boat use oxygen demand = 37.0 (mg/lhr x cm/m2/boat
Sediment oxygen demand = 4.17 (mg cm/lhr)
(=1 gm/m2 day)
Tidal cycle in hours
Tidal amplitude in cm (=1/2 tidal range)
Planar cross-section of section 1 and 2 in m2
Depth of section 1 and 2 in cm (153 cm = 5 ft)
Internally computed value (2-z7 / TC in 1/hr)
Internally computed value of A2/A1
days)
hour)
Internally computed value of (RB/A) (N1,2/A1,2) (mg/lhr)
Time from start of computation in hrs.
C2N Values of C1, C2 at time T after start of calculation
I,aIf ? I I?niiiius
Lauri,cape Arch If ect tin.
G1(yer squaw
17 01.11 mod \1t'.

r s
6.2
6.0
5.8
C
5.6
5.4
5.2
0
Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved Oxygen
Concentrations.
June 16, 1988
CIN
C2N
LU 4V OU OU 1UU ICU 14U IOU IOU CUU
? ? G 1wC ^? °? f
,. S
U L",- - L ? ? ?j{ r FF : ;;
- -----------------
T
a t
Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved Oxygen
Concentrations
********+* BBM DATA ***t*****?t****
N NIB N2B
1960 13 26
OT CRA RB SOD AL
.10 2.03 37.06 4.17 .86
Al A2 DPI DP2
33.60 1190.00 8400.00 153.00 153.00
TP A21 RI R2
.5067 7.0588 .0008 .0012
T C1N UN
------- I---------------------------
1. 6.1823 6.1775
2. 6.1701 6.1570
3. 6.1551 6.1374
4. 6.1335 6.1176
5. 6.1084 6.0973
6. 6.0824 6.0759
7. 6.0565 6.0529
8. 6.0306 6.0282
9. 6.0045 6.0024
10. 5.9995 5.9767
11. 6.0466 5.9556
12. 6.0965 5.9437
13. 6.1254 5.9381
14. 6.1355 5.9324
15. 6.1310 5.9217
16. 6.1051 5.9048
17. 6.0364 5.8869
18. 5.9567 5.8682
19. 5.8940 5.B482
20. 5.8510 5.6267
21. 5.8201 5.8039
22. 5.8044 5.7807
23. 5.8854 5.7613
24. 5.9984 5.7552
25. 6.0734 5.7613
26. 6.1080 5.7691
27. 6.1164 5.7694
28. 6.1040 5.7579
29. 6.0287 5.7416
30. 5.9094 5.7248
31. 5.8059 5.7069-
32. 5.7383 5.6877
6/16/88*********+
CA CS TC
6.='. 6.18 12.40
C1 C2
6.20 6.2 i
1989 `c
L5 TT?r?
-----------------
i
Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved Oxygen
33. 5.6970 5.6672 Concentrations
34. 5.6701 5.6459
35. 5.7293 5.6263
36. 5.8851 5.6191
37. 6.0107 5.6300
38. 6.0766 5.6479
39. 6.1016 5.6592
40. 6.1004 5.6565
41. 6.0494 5.6417
42. 5.9148 5.6262
43. 5.7741 5.6098
44. 5.6761 5.5924
45. 5.6190 5.5736
46. 5.5856 5.5538
47. 5.5977 5.5342
48. 5.7601 5.5229
49. 5.9338 5.5323
50. 6.0379 5.5559
51. 6.0841 5.5769
52. 6.0953 5.5840
53. 6.0736 5.5736
54. 5.9517 5.5589
55. 5.7853 5.5437
56. 5.6539 5.5275
57. 5.5753 5.5100
58. 5.5318 5.4915
59. 5.5099 5.4724
60. 5.6338 5.4573
61. 5.8409 5.4607
62. 5.9884 5.4850
63. 6.0615 5.5132
64. 6.0877 5.5300
65. 6.0840 5.5276
66. 6.0007 5.5135
67. 5.8273 5.4990
68. 5.6644 5.4838
69. 5.5591 5.4674
70. 5.5014 5.4499
71. 5.4701 5.4315
72. 5.5223 5.4143
73. 5.7339 5.4100
74. 5.9250 5.4301
75. 6.0315 5.4622
76. 6.0764 5.4875
77. 6.0848 5.4949
78. 6.0451 5.4834
79. 5.8880 5.4694
80. 5.7019 5.4549
81. 5.5665 5.4394
82. 5.4896 5.4227
83. 5.4488 5.4051
84. 5.4438 5.3872
85. 5.6201 5.3762
86. 5.8454 5.3883
87. 5.9911 5.4203
88. 6.0597 5.4522-
89. 6.0820 5.4690
12 198E
?;i
-----------------
Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved oxygen
90. 6.0721 5.4639 Concentrations
91. 5.9545 5.4503
92. 5.7604 5.4363
93. 5.5949 5.4215
94. 5.4939 5.4056
95. 5.4403 5.3885
96. 5.4126 5.3709
97. 5.5129 5.3557
98. 5.7501 5.3581
99. 5.9377 5.3856
100. 6.0359 5.4214
101. 6.0750 5.4466
102. 6.0786 5.4512
103. 6.0143 5.4385
104. 5.8324 5.4249
105. 5.6424 5.4106
106. 5.5133 5.3953
107. 5.4428 5.3789
108. 5.4062 5.3617
109. 5.4296 5.3447
110. 5.6438 5.3382
111. 5.8686 5.3575
112. 6.0026 5.3937
113. 6.0627 5.4258
114. 6.0793 5.4399
115. 6.0565 5.4319
116. 5.9091 5.4185
117. 5.7063 5.4046
118. 5.5477 5.3899
119. 5.4554 5.3741
120. 5.4074 5.3572
121. 5.3863 5.3399
122. 5.5368 5.3272
123. 5.7830 5.3361
124. 5.9573 5.3687
125. 6.0437 5.4054
126. 6.0756 5.4283
127. 6.0736 5.4288
128. 5.9801 5.4156
129. 5.7823 5.4020
130. 5.5970 5.3878
131. 5.4787 5.3725
132. 5.4156 5.3561
133. 5.3835 5.3390
134. 5.4450 5.3231
135. 5.6833 5.3216
136. 5.8972 5.3468
137. 6.0162 5.3850
138. 6.0668 5.4154
139. 6.0773 5.4257
140. 6.0354 5.4151
141. 5.8639 5.4018
142. 5.6606 5.3879
143. 5.5134 5.3731
144. 5.4310 5.3572
145. 5.3886 5.3404
146. 5.3854 5.3234
-`?
2
FEE -1-T 7-- F LS
--- -------------
i . A
Blue Heron Bay Marina
Carteret County, NC
p
ro j ected Dissolved Oxygen
147. 5.5772 5.3136 Concentrations
148. 5.6207 5.3288
149. 5.9778 5.3650
150. 6.0519 5.4009
151. 6.0765 5.4203
152. 6.0670 5.4163
153. 5.9425 5.4031
154. 5.7362 5.3896
155. 5.5606 5.3752
156. 5.4543 5.3598
157. 5.3987 5.3434
158. 5.3708 5.3263
159. 5.4779 5.3118
160. 5.7283 5.3158
161. 5.9259 5.3459
162. 6.0293 5.3847
163. 6.0707 5.4122
164. 6.0750 5.4179
165. 6.0086 5.4056
166. 5.8191 5.3923
167. 5.6210 5.3783
168. 5.4869 5.3634
169. 5.4142 5.3474
170. 5.3771 5.3305
171. 5.4024 5.3140
172. 5.6249 5.3083
173. 5.8580 5.3291
174. 5.9969 5.3674
175. 6.0592 5.4013
176. 6.0768 5.4166
177. 6.0537 5.4089
178. 5.9021 5.3957
179. 5.6935 5.3821
180. 5.5304 5.3676
181. 5.4360 5.3520
182. 5.3872 5.3355
183. 5.3663 5.3185
184. 5.5212 5.3061
185. 5.7736 5.3159
186. 5.9523 5.3498
187. 6.0408 5.3879
188. 6.0737 5.4118
189. 6.0719 5.4127
190. 5.9767 5.3997
191. 5.7750 5.3863
192. 5.5861 5.3722
193. 5.4656 5.3571
194. 5.4017 5.3409
195. 5.3695 5.3240
196. 5.4325 5.3083

DIVISION OF COASTAL MANAGEMENT * Lat:34°42'30"N
FIELD INVESTIGATION REPORT Long:76057144"W
1. APPLICANT'S NAME Blue Heron Bay/Ray H. Messmer
2. LOCATION OF PROJECT SITE Hwy. 24, 1 mile west of Broad Creek, on
the AIWW, Bogue Sound, Carteret County; SEE 1984 AERIAL PHOTO,
STRIP #31, FRAME #1182 @ R, L, M - 14 & 1978 AERIAL PHOTO, STRIP
#27, FRAME #1014 @ RST-6
3.
4.
INVESTIGATION TYPE: DREDGE & FILL X CAMA X
INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 6-24-88
(B) WAS APPLICANT PRESENT YES
NO
7-20-88
5. PROCESSING PROCEDURE: APPLICATION RECEIVED July 12, 1988
OFFICE Morehead City
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Carteret County LUP
LAND CLASSIFICATION FROM LUP Community/Conserv.
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP SEE CAMA REVIEW SECTION
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X.
COASTAL WETLANDS X PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES X NO
(RESIDENTIAL)
(D) INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING NONE
PLANNED individual septic systems
mobile home &
(F) TYPE OF STRUCTURES: EXISTING out building to be removed
PLANNED expansion highground boat basin - access channel
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
submerged eelgrass 5700 sq.ft.
(B) NON-VEGETATED WETLANDS:
entrance channel 14,250 sq.ft.
access channel 12,750 sq.ft...
(C) OTHER:
highground basin 1.76 ac.
roads 9.8 ac.
(D) TOTAL AREA DISTURBED: Approximately 12 acres
8. PROJECT SUMMARY: The applicant proposes to develop a 64 lot sub-
division known as Blue Heron Bay with a 2 ac. highground marina
basin and entrance channel to Bogue Sound; boat ramp, bulkheads,
docks. piers for 64 slips.
* USGS 7.5 TOPO "SALTER PATH" 1983 PR.
N N
FIELD INVESTIGATION REPORT - BLUE HERON BAY/ROY H. MESSMER
PAGE #2
9. NARRATIVE DESCRIPTION: The applicant, Mr. Roy H. Messmer,
from Sparta, New Jersey, has recently acquired a 51.9 ac.
tract of land off Highway 24, formerly known as the Archie
Page Farm, located about 1 mile west of the Broad Creek, on
Bogue Sound, in Carteret County. Another familiar landmark
to most of the review agencies is the highground basin at
Bogue Sound Yacht Club immediately east of the project site.
The Messmer property consists of a rectangular tract of land
measuring about 600' wide x 3750' long, extending from the
highway to the sound. Both the 1976 and 1984 aerial
photography, referenced on the cover sheet of this report,
both accurately show the project site and the surrounding
geography. The property, and the focus of this permit
request, includes a small highground boat basin (100' x 751)
and a narrow access channel (500' x 251) leading to the Bogue
Sound shoreline. That work appears to have been authorized
by a State Dredge and Fill Permit #529-71, issued to Mr.
Barrington Leo Page in 1971. The applicant contends that an
offshore entrance channel measuring approximately 475' long
x 30' wide was dredged during the original development of
the small basin back in the mid-1970's. As of this date,
the Division of Coastal Management has no documentation to
support the contention that the entrance channel was ever
dredged, or that the original permit authorized the channel
work. The 1978 aerial photography shows the highground
basin and access channel, but no offshore entrance channel.
The 1984 photography, however, does show a ribbon-thin
entrance channel, the type of channel that is created by
boat traffic and prop wash, using the same alignment over
several years. Nevertheless, as the project plans show, the
new channel will require dredging through a large bed of
submerged aquatic vegetation dominated by eelgrass (Zostera
marina) and some lesser amounts of shoalgrass (Halodule
wrightii). The accurate workplat drawings have allowed this
office to calculate an impact area of 5700 sq. ft. to the
grass beds that is derived from an area measuring about 190'
long x 30' wide. Additional displacement within the
entrance channel will impact other shallow water bottoms
averaging in depth from 2-3' deep. Approximate 8500 sq. ft.
of unvegetated bottomland will be displaced over a total
area of 280' x 30' wide. As proposed, the entrance channel
will intersect with the existing channel leading into the
Bogue Sound Yacht Club.
The 425' long highground access channel will be slightly
widened to a width of about 301. The expansion will involve
excavating a narrow strip of highground property about 5' to
8' wide for a distance of 200' long. The large pocket marsh
on the east side of the access channel will remain
undisturbed. As proposed, the small existing highground
FIELD INVESTIGATION REPORT - BLUE HERON BAY/ROY H. MESSMER
PAGE #3
basin will be significantly increased. The new basin will
measure approximately 240' x 320' with an overall depth of
-4' on MLW. Land elevations in the highground basin area
average +5' to +61. Excavation within the basin will
generate approximately 25,000 cu. yds. of sandy dirt. This
material will be used throughout the development for
landscaping, road construction, and other purposes.
The interior shoreline of the basin and the access channel
will be bulkheaded. Approximately 1100 ln. ft. of bulkhead
will be installed. Within the basin, the developers will
construct 3 primary docks and piers offering a total of 63
boat slips and 1 slip for sewer pumpout services. In the
northwest corner of the basin, a concrete boat ramp (15' x
201) will allow trailer access in and out of the basin.
Other than off-street parking for 24 cars, the developers
will provide no amenities at the basin other than a small
gazebo (25' x 251) near the boat ramp.
The applicant has provided, on the workplat drawing, a list
of the impervious surface areas throughout the development.
Only 24.8% of the CAMA 75' estuarine shoreline Area of
Environmental Concern will be covered with concrete and
asphalt surfaces. This calculation also includes the
maximum allowable surfaces for individual house
construction on Lots 55 through 64 which border the basin
and Bogue Sound.
10. ANTICIPATED IMPACTS: The surface waters of Bogue Sound are
classified as 'SA' and are open to the harvesting of
shellfish. Clams and scallops are abundant in this area of
Bogue Sound in the shallow water and the shallow water grass
beds immediately in front of the project site. At this
time, a 100' shellfish closure zone exists around the
entrance to Bogue Sound Yacht Club. The closure does not,
-however, appear to overlap with the proposed project.
The direct and possible indirect impacts of the entrance
channel on the submerged grass beds will be significant to
the local ecology. In addition, the 64 new boat slips may
require further closure of the active clam grounds in Bogue
Sound. This will significantly impact the public trust and
the availability to the general public for shellfishing.
The proposed highground basin, and the development of the
subdivision, should have no direct impacts on the estuarine
resources if water quality issues associated with the number
of boats and the flushing capability are satisfied.
FIELD INVESTIGATION REPORT - BLUE HERON BAY/ROY H. MESSMER
PAGE #4
CANA REVIEW SECTION: The Carteret County Land Use Plan
Update of 1985 classifies the highground property site as
"Community". The private, non-commercial community type
marina basin is considered an acceptable type of development
in those areas defined as "Community". The same has been
true in other cases with residential type developments with a
unit density of 1 to 23, or where lot sizes of 20,000 sq.
ft. are proposed.
The proposed project meets with an inconsistency in the
conservation class which does not allow for the displacement
of submerged eelgrass beds when and where it is inconsistent
with the CAMA use standards for development. Therefore,
dredging the offshore entrance channel must be considered
inconsistent with the Carteret County Land Use Plan.
PREPARED BY: JAMES L. MERCER
DATE: AUGUST 1, 1988
Please type or print. Carefull E,E, 2 1988 d.
ticipated development activittion, excavation, filling, pavi an
stormwater control. If the requested-informatinh-is
1 ' t 't N/A (n t a -
Describe the planned use of the project.
Docking space for use oi' lot
owners in the residential
Development
not re evant to your pro?ec , wn e o p
plicable). Items 1-4 and 8-9 must be completed for
all projects. 4 LAND AND ,?AET
I-IHARACTER STNS

a. Name Roy Messmer
Address 17 Margeret Terrace
City Sparta State N . J .
Zip 07871 Day phone [phone]
Landowner or - Authorized agent
b. Project name (if any B e Heron Bay
c. If the applicant is not the landowner, also give
the owner's name and address.
Agent: Paton/Zucchino &
a eig ,
?
a. Street address or sgco wasrryy road number
HWY 24 .7 M.i ENlst of Broad Creek
b. City, town, community, or landmark
White Oak Township
c. County Carteret
d. Is proposed work within city limits or planning
jurisdiction? Carteret County
e. Name of body of water nearest project
Bo ue Sound
.340 4Z 30"N 6 57 q4
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier)..
64 Slip Marina, Related
Parking
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both? New Work
an upland basin; maintenance of
c. Will the project be for community, private, or
commercial use?
Private, Residential use
?r •". _::R:???o'a!:e%?Y..'?n!9%N. M1>'4??9h1?nI%?{kfi..^._
a. Size of entire tract 51.9 AC
b. Size of individual lot(s) 2 0, 0 0 0 S. F. M i n.
c. Elevation of tract above mean sea level or Na.
tional Geodetic Vertical DatumI2ange 2'-25'MSL
d. Soil type(s) and texture(s) of tract
Sandy loam on upland areas
e. Vegetation on tractopen pas ure ores W
f. Man-made features now on tract one
mobile home, two outbuildings
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
No zoning
i. How are adjacent waters classified? SA
j. Has a professional archaeological survey been
carried out for the tract? No
If so, by whom?
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed basin, boat ramp,
marina parking, docking, and
gazebo
b. Number of lots or parcels 64
c. Density (Give the number of residential units
and the units per acre.) 1 .2 3 u/a
d. Size of area to be graded or disturbed 9 . 13 a c r e s
in entire subdivision (1.8 ac for
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and'sedimen-
tation control plan at least 30 days before land
for disturbing activity begins. If applicable, has a
existing sedimentation and erosion control plan been
.
channel submitted Yoe he Division of Land Resources'
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, suchA pg,ement,
buildings, or rooftops.
basi
g. such as marl, paver stone,
List the materials, b. Amount of material to be excavated from
,
asphalt, or conc,-to be used for paved
' below water level in cubic yards 3,227 yds3
r stone
surfaces. Asphalt c. Type of material coarse & f ine sand
d. Does the area to be excavated include marsh-
h. If applicable, has a stormwater management land, swamps, or other wetlands? NO
42
d3
300
plan been submitted to the Division of En-
Yes e. ,
y
High ground excavation, in cubic yards
70'x1801
l
l
vironmental Management? f. disposa
area
Dimensions of spoi
i. Describe proposed sewage dis osal.an /or waste
t g• Lo stonn ofisp it disposal area see enclosed
e
water treatment facilities. On si
septic •tanks
h. plan
Do you claim title to the disposal area? Yes
j. Have these facilities received state or local If not, attach a letter granting permission from
approval? Yes the owner.
k. Describe existing treatment facilities. i. Will a disposal area be available for future
None maintenance? Yes
If so, where? see enclosed plan
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swamOland,'or water areas? No
waters of the state (for example surface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water? No
effluent, or "wash-down"). 1. Amount of fill in cubic yards N/A
None m. Type of fill material N/A
n. Source of fill material N/A
m. Water supply source Carteret county o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? No
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled N/A
tain established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access.
N/A site and erosion controlled? State
approved spoil dentention areas
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation above mean sea level of the used (for example, dragline, backhoe, or
first habitable floor? 11 ' hygrauulli dredge)? Lagline and hydraulic
rge
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
I
Fill placed in
wetland or below
MHW
Upland fill
areas
900' 30' 4' MEW
240' 320' 4" MLW

s. Will wetlands be crossed in transporting equip-
ment to the project site? Yes If yes, explain
the steps that will be taken to lessen en-
A nmen al u* npa
C4orps ationwide Permit
OIL s. -?
a. Length of bulkhead or riprap 1090'
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet None
d. Type of bulkhead material Treated Lumber
e. Amount of fill, in cubic yards, to be placed
below mean high water N/A
f. Type of fill material 'N/A
2
4
$,DD TIOTI.3°?NFORMATION
In addition to the completed application form, the
following items must be submitted:
yc3 ?
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 V2 x 11 white paper. (Refer to Coastal
Resources Commission Rule 7).0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name Tom Singleton & Will Fowler
Address102 Le ' une Road
Swansboro, NC 28-5-84
Name W.A. Page Jr.
Address c/o Croatan Ready Mix
Rt. 1 Box 204 p
Name Swans ro, NC 29584
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
Stormwater approval # 0404 5/12/88
S & E Control Plan approval 4/21/88
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application. yc3 cLo,?W-4t(87
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I further certify that I am authorized to grant, and
do in fact, grant permission to representatives of
state and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit ap-
plication and follow-up monitoring of project.
This is the ?- day of All
191-.
X ti
Landowner or Autho ized t
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
Cl1o? t? yes
Of? nil
JUL 12 1988
%.!9 LIZ
3
Form DCM-MP-2
MARINA
DEVELOPMENT
Attach this form to the Application for Permits to
Develop in North Carolina's Coastal Area. Be sure
to complete all other sections of that application
which relate to this proposed project, including
upland areas, even if duplicative. All shore-based
facilities must be included in application and work
plats.
a. Check below the type of marina proposed.
Commercial Public
X Residential
b. Will e marina be open to the general public?
c. If there is residential development associated
with the marina, how many units or lots are
planned? 64 Lots (20,000 S.F. Min)
d. Check all of the types of service to be
provided.
Full service, including travel
No lift and/or rail
No Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 64
No Dry storage
Number of boats
X Boat ramp(s)
X Other (describe) Parking for residents
e. Check below the proposed type of siting.
x Land cut and access channel (existing
Opep water with dredging for. basin
and/or channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for ex-
ample, open runabout, charter boats, sail boats,
or mixed types). Sailboats & Motor boats
g. Typical boat length 25'
h. Maximum boat length 40'
i. Are any floating buildings planned? 17 -
o
If so, describe.
01988
a. Check each of the following sanitary facilities
which will be included in the proposed project.
No Office toilets
NO Toilets for patrons
Number
NO Location
Showers
YES Boat holding tank pumpout
Type and location Spetic tank
and on-site disposal
b. Describe treatment type and location for all
sanitary wastewater.
pump out facilities at Marina on site
septic for single family lots
c. Describe solid waste, fish offal, and trash
disposal. Fish cleaning table & trash
receptacles at marina ramp
d. How will overboard discharge of sewa a from
boats be controlled? Pump out facilities
available. Restrictive covenants will
prohibit any sewage disposal in
Marina Basin
e. Give the location and number of "No Sewage
Discharge" signs proposed. One at Boat
s s Ramp & temporary parking
acce s)
Describe the special design, if applicable, for
containing industrial type pollutants, such as
paint, sandblasting waste, and petroleum pro-
ducts. Restrictive Covenants will
prohibit any activity generating-
these wastes
g. Where will residue be disposed of? N/A
h. Give the number of channel markers and "No
Wake" signs proposed.2
Note: Regulatory signs such as these require ad-
ditional approval by the N.C. Wildlife
Resources Commission.
4
i.? Giveothe location of fuel handling facilities and
describe the safety measuyes planned to protect
area water quality. N/A
j. Describe design measures that promote boat
basin flushing or circulation and reduce water
quality impacts. Minimize direct
stormwater runoff
k. What will be the marina policy on overnight
and live-board dockage? No overnight
use and no live board dockage
1. Is the proposed marina located near any
shellfish leases? No If so, give the name and
address of the leaseholder.
m. If this project is an expansion of an existing
marina, what types of services are currently
provided? Expansion of a small_
existing boat sin
n. How many slips are now available?

5
PATON / ZUCCHINO

June 16, 1988
BLUE HERON BAY MARINA. WATER QUALITY STUDY
CARTERET COUNTY, NC J U 1 12 1988
GLOSSARY:
----------------------
C1N: Entrance canal from sound to marina proper.
C2N: Marina Proper.
I'1 l
CA
CS
C1
2
N
N1B
N2B
DT
CRA
RB
SOD
C
A
Al,2
H1,2
FP
A21
R1,2
T
C1N,
a cz?1
v+
? + c 1N

Ambient dissolved oxygen (DO) in mg/1 in Bogue Sound
Saturation DO in mg/l
Initial DO in'section 1 (mg/1)
initial DO in section 2 (mg/1)
Number of time steps in calculation (NxDT=196=8.1
Number of boat hours of use in section 1
Number of boat hours of use in section 2
Time step use in calculation in hours (.1)
Reaeration coefficient 2.03 (cm/hr.)(=1.6 ft./day)
Reaeration = (CRA/H1) (CS-C1,2 (+1) (mg/1hr.)
Boat use oxygen demand = 37.0 (mg/lhr x cm/m2/boat
Sediment oxygen demand = 4.17 (mg cm/lhr)
(=1 gm/m2 day)
Tidal cycle in hours
Tidal amplitude in cm (=1/2 tidal range)
Planar cross-section of section 1 and 2 in m2
Depth of section 1 and 2 in cm (153 cm = 5 ft)
Internally computed value (2-w / TC in 1/hr)
I t all computed value of A2/A1
days)
hour)
n ern y
Internally computed value of (RB/Al (N1,2/A1,2) (mg/lhr)
Time from start of computation in hrs.
C2N Values of C1, C2 at time T after start of calculation
I'and
1,antl c ye :?r? hitrrinr??
Gmu1ier Syuart?
17 Gleimm'd'- e.
Pal i li. \.C. 27003
<)I') 113I-11(,20

• Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved oxygen
Concentrations.
June 16, 1988
C IN
C2N
V GV - OV VV ... ... I-V - - -
T

6.0
5.8
C
5.6
5.4
52
jut. 12 1988
----------------------
Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved Oxygen
Concentrations
********** BBM DATA **?t********?t****
N NIB N2B
1960 13 26
OT CRA RB SOD AL
.10 2.03 37.00 4.17 .80
Al N2 DPI DP2
33.60 1190.00 8400.00 153.00 153.00
TP A21 RI R2
.5067 7.0588 .0008 .0012
T CIN C2N
------------
--
-----------
1. ---------
6.1823 -
6.1775
2 6.1701 6.1570
3. 6.1551 6.1374
4. 6.1335 6.1176
5. 6.1084 6.0973
6. 6.0824 6.0759
7. 6.0565 6.0529
8. 6.0306 6.0282
9. 6.0045 6.0024
10. 5.9995 5.9767
11. 6.0466 5.9556
12. 6.0965 5.9437
13. 6.1254 5.9381
14. 6.1355 5.9324
15. 6.1310 5.9217
16. 6.1051 5.9048
17. 6.0364 5.8869
18. 5.9567 5.8682
19. 5.8940 5.8482
20. 5.8510 5.8267
21. 5.8201 5.8039
22. 5.8044 5.7807
23. 5.8854 5.7613
24. 5.9984 5.7552
25. 6.0734 5.7613
26. 6.1080 5.7691
27. 6.1164 5.7694
28. 6.1040 5.7579
29. 6.0287 5.7416
30. 5.9094 5.7248
31. 5.8059 5.7069
32. 5.7363 5.6877
6/16/88*********
CA CS TC
6.18 12.40
CI C2
6.20 6.20
FPO
.lUl 12 1968
----------------------

Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved oxygen
33. 5.6970 5.6672 Concentrations
34. 5.6701 5.6459
35. 5.7293 5.6263
36. 5.8851 5.6191
37. 6.0107 5.6300
38. 6.0766 5.6479
39. 6.1016 5.6592
40. 6.1004 5.6565
41. 6.0494 5.6417
42. 5.9148 5.6262
43. 5.7741 5.6098
44.. 5.6761 5.5924
45. 5.6190 5.5736
46. 5.5856 5.5538
47. 5.5977 5.5342
48. 5.7601 5.5229
49. 5.9338 5.5323
50. 6.0379 5.5559
51. 6.OB41 5.5769
52. 6.0953 5.5840
53. 6.0736 5.5736
54. 5.9517 5.5589
55. 5.7853 5.5437
56. 5.6539 5.5275
57. 5.5753 5.5100
58. 5.5318 5.4915
59. 5.5099 5.4724
60. 5.6338 5.4573
61. 5.8409 5.4607
62. 5.9884 5.4850
63. 6.0615 5.5132
64. 6.0877 5.5300
65. 6.OB40 5.5276
66. 6.0007 5.5135
67. 5.8273 5.4990
68. 5.6644 5.4838
69. 5.5591 5.4674
70. 5.5014 5.4499
71. 5.4701 5.4315
72. 5.5223 5.4143
73. 5.7339 5.4100
74. 5.9250 5.4301
75. 6.0315 5.4622
76. 6.0764 5.4875
77. 6.0848 5.4949
78. 6.0451 5.4834
79. 5.8880 5.4694
80. 5.7019 5.4549
81. 5.5665 5.4394
82. 5.4896 5.4227
83. 5.448E 5.4051
84. 5.4438 5.3872
85. 5.6201 5.3762
86. 5.8454 5.3883
87. 5.9911 5.4203
88. 6.0597 5.4522
89. 6.0820 5.4690
R 1?1)
JUl 12 1988
4
Blue Heron Bay Marina
Carteret County, NC
Projected Dissolved oxygen
90. 6.0721 5.4639 Concentrations
91. 5.9545 5.4503
92. 5.7604 5.4363
93. 5.5949 5.4215
94. 5.4939 5.4056
95. 5.4403 5.3885
96. 5.4126 5.3709
97. 5.5129 5.3557
98. 5.7501 5.3581
99. 5.9377 5.3856
100. 6.0359 5.4214
101. 6.0750 5.4466
102. 6.0786 5.4512
103. 6.0143 5.4385
104. 5.8324 5.4249
105. 5.6424 5.4106
106. 5.5133 5.3953
107. 5.4428 5.3789
108. 5.4062 5.3617
109. 5.4296 5.3447
110. 5.6438 5.3382
111. 5.8686 5.3575
112. 6.0026 5.3937
113. 6.0627 5.4258
114. 6.0793 5.4399
115. 6.0565 5.4319
116. 5.9091 5.4185
117. 5.7063 5.4046
118. 5.5477 5.3899
119. 5.4554 5.3741
120. 5.4074 5.3572
121. 5.3863 5.3399
122. 5.5368 5.3272
123. 5.7830 5.3361
124. 5.9573 5.3687
125. 6.0437 5.4054
126. 6.0756 5.4283
127. 6.0736 5.4288
128. 5.9801 5.4156
129. 5.7823 5.4020
130. 5.5970 5.3878
131. 5.4787 5.3725
132. 5.4156 5.3561
133. 5.3B35 5.3390
134. 5.4450 5.3231
135. 5.6833 5.3216
136. 5.8972 5.3468
137. 6.0162 5.3850
138. 6.0668 5.4154
139. 6.0773 5.4257
140. 6.0354 5.4151
141. 5.8639 5.4018
142. 5.6606 5.3879
143. 5.5134 5.3731
144. 5.4310 5.3572
145. 5.3886 5.3404
146. 5.3854 5.3234
A
,JUI. 1 2 19R?
t
147.
148.
149.
150.
151.
152.
153.
154.
155.
156.
157.
158.
159.
160.
161.
162.
163.
164.
165.
166.
167.
168.
169.
170.
171.
172.
173.
174.
175.
176.
177.
178.
179.
180.
181.
182.
183.
184.
185.
186.
187.
188.
189.
190.
191.
192.
193.
194.
195.
196.
5.5772
5.8207
5.9778
6.0519
6.0765
6.0670
5.9425
5.7362
5.5606
5.4543
5.3987
5.3708
5.4779
5.7283
5.9259
6.0293
6.0707
6.0750
6.0086
5.8191
5.6210
5.4869
5.4142
5.3771
5.4024
5.6249
5.8580
5.9969
6.0592
6.0768
6.0537
5.9021
5.6935
5.`304
5.4360
5.3872
5.3663
5.5212
5.7736
5.9523
6.0408
6.0737
6.0719
5.9767
5.7750
5.5861
5.4656
5.4017
5.3695
5.4325
Blue Heron Bay Marina
Carteret County, NC
38rojected Dissolved Oxygen
5.31
5.3288 Concentrations
5.3650
5.4009
5.4203
5.4163
5.4031
5.3896
5.3752
5.3598
5.3434
5.3263
5.3118
5.3158
5.3459
5.3847
5.4122
5.4179
5.4056
5.3923
5.3783
5.3634
5.3474
5.3305
5.3140
5.3083
5.3291
5.3674
5.4013
5.4166
5.4089
5.3957
5.3821
5.3676
5.3520
5.3355
5.3185
5.3061
5.3159
5.3498
5.3879
5.4118
5.4127
5.3997
5.3863
5.3722
5.3571
5.3409
5.3240
5.3083
1
pr-r-?i[E n rarp 7t)
E ?_ 12 1498
I

ss3?8 ??
tltl
7y3C;
.?m?
m>
e <a
$
.,
ZO
9
A
>g
mi
z
>
m
m
3
m
z
V
r
z
Q
ON
Qm?0 0
O
C/) :D
N. 0
11 90
rr:;
fl
F?ia
td
.9
T¢
it
re
00, 001 0< q 0
\ !%•.13M5 Ift
1 i
1 O i YwY 3OY3tn1YlYN
j - J row 1NINYNYN ,
•,?•w
0 1NN.p10N0N
?r J3Y NWYN 1Y//YW ,m Aino.lu+1?1i117, `? %
,3 \ \.
41

/ J
77

A' , \(
tdl7i N Oyd
?/ \•?
IT.
NISVS MO
a'1a. ?•r •1Y11N30183Y ••• ?•
r ' YaiYwx? • k
'Q i -? ?? . YnrY
r=.
.4".,t?+ J•` 903Y ftYYO 03pY7NM1/ \ ///? ?` ,? ,
MM01 Ol .01• C -.> ` 13NNVNO Mb 1NOYA ONOO• N1006 IY13C dW oN1O03Ya 3ONYN31wYN ,3-3 N01133S
r- --- -a j -/ 0
aw:. .5..r-•i1 ?-774 `a?:l ?'„' r°j' ° f ? " ,.' .. x?n • ?? ..... I I i
1'NYI rN yr ww n,11, 1I .. ..yn f ' I r,
i
a
i
r
1
aNrrot 3noor
i
w.t^n•
'•'F'T va
133n03Y 1NW3d YNq 10 Y3YY J
Ntmwlalen /
??rwNr wtl '-,
?l?i-HFt wsr., V, q
',', rN't wltlN sG1/N
. ' su oeiw
w1. n rnn wmrw, tanul
.•r HFlfr
r1 urru
vI tlr•wr . v+ w, I I,m N
•rl?nr'ur .
raa», wort, awn: Iii ?
? stn
<rr •
aoa n,ot Y',t
uu wilt nNw ar wtwn I
Nn .ft OY, wdwwa U,w wGtlri
awnl.nim < iw.. e< w a.w >" tlNtatn.
a'11 O1'rr1 wtaar, 1
'1'I IN'Irl .YI ItYLI
- rav txa
•r1 NI's1 nm w,.ar, nu.
114 Y,
tln aY .k YItlG D.qw wUar, 1

awwrw.j/ ? ? , _ _• /
A-0 N011038
a I __
I•?•? +•M •1•Yttl n tiM•NM1NrY1 iwM
w•w'J? ?"? aN°,sY 11'11 Mra r1lgNtt M 4n,tMLIwIN
0
1
1
1
c.
1 >.

r.
1
1
' N
1
1 w„?
1 Oo
1 00
1

1
1
0111 sln
0N1003Y0 30NYM31NIYN ,8-8 N011038 NCR14W%7 m"v2 X-V N011038
•8 a1 ?
I o'sYrt).w.Oka 'Q'w nr!
'NN IS. -?1 ?' 'YI 7 .,i a:?•i• wrr w?+v ay ?OS
w•. a.e.ol nwl 1.w - - '-jh
t'1• Ia aw+olbal
? T M n 7M IIR IIra 1,+
awwY
av.w al.rY . .

In:
ilp
S31IW 1 = .1 dVW AlIN131A
d srnre o-

State of North Carolina
Department of Natural Resources and Community Development
Wilmington Regional Office
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
January 5, 1989
Bob Jamieson
Regional Manager

JAN - ? .f.>
Peter Williamson
Paton/Zucchino and Associates, P.A.
17 Glenwood Avenue
Raleigh, NC 27603
Subject: Determination of
with Stormwater
Project # 880402
Blue Heron Bay
Carteret County
Dear Mr. Williamson:
WATER QUALITY `;ECT!0;1
GPERA1'!0'.-\'.S t_, s ^.Nrl-!
Compliance
Regulations
The Wilmington Regional Office received the revised Stormwater
Management submittal for the subject project on December 16, 1988.
Based on our review of the project documents, we have determined
that the project complies with the Stormwater Regulations set -Forth
in Title 15 NCAC 2H.1003(a)(2).
If you have any questions concerning this matter, please contact
Mark Hawes or me at [phone].
Sincerely,
Original Signed By
4 PRESTGN iiGWARD, iR
A. Preston Howard, Jr., P.E.
Regional Supervisor
APH:MH:tw
cc: Bill Mills
WiRO, CF
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone]
DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
December 15, 1988
M E M O R A N D U M
TO: John Parker
FROM: Bill Mills
SUBJECT: Application for CAMA Permit
Blue Heron Bay Marina Project
Carteret County
The Subject application has been reviewed for water
quality impacts and the following comments are offered:
a. The proposed project does require Water Quality
Certification but meets the requirements of
General Certifications No. 1272, 1273, and 1431
for bulkhead construction, discharge of liquid
effluent from upland diked disposal areas, and
boat ramp construction, respectively.
b. Due to changes in the impervious areas in these
modified plans, additional stormwater management
information has been requested by DEM (copy
attached).
C. The modified proposal appears to be excluded from
the DHS automatic closure policy due to the fact
that 29 slips and no boats with heads and no boats
over 21 feet in length are proposed. If there is
no additional closure of shellfish waters, then
Antidegradation would not be violated by allowance
of the marina.
C. We have no objection to the proposed project
provided that the requested stormwater information
is provided.
BM/dbp
cc: Preston Howard
's
l G
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
DATE: 12-1-88
TO: Bill Mills C E I V ED
Operations Branch
FROM: James H. Gregson Ste'' !?Eu 1 3 1988
Wilmington g'onal Office
WAM QUALITY SEC110N
THROUGH: Donald Saf OPERATIONS
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Modification to the Blue Heron Bay Marina Project
Carteret County
PROJECT DESCRIPTION: The applicant is modifying his original
marina plan to include the reduction in size of the
basin, the realignment of the access channel and the
reduction in the number of slips from 64 to 29.
ADJACENT WATER BODY: Bogue Sound
CLASSIFICATION: SA Status: Open
The project has been reviewed to determine impacts to water
quality. The following comments are provided.
The project will require a 401 certification, and that
certification should include the following condition for the
construction of the boat ramp.
a. That all wet concrete poured below MHW be poured at low
tide and that the forms be completely dewatered No wet
concrete shall be placed in the surface waters.
b. That turbidity increase shall not exceed 25 NTU due to the
project.
The project should meet the requirements of the general 401
certification #1272 for bulkhead construction and #1273 for the
discharge of liquid effluent from a diked disposal area resulting
from hydraulic dredging.
Due to changes in impervious areas, additional stormwater
management information has been requested by this office.
The project appears to be excluded from the DHS Marina Policy's
definition of marinas due to the fact that only 29 slips and no
boats with heads and no boats over 21 feet in length are proposed.
This office has no objection to the project as proposed provided it
does not cause any additional closure of water to shellfishing.
cc: DEM - Charles Jones
WiRO, CF
DIVISION OF ENVIW(NIENTAL
MANAGEMENT

Vv IC.U gM50A.1
'?'A r olV zvInc111 lb ?Fs,
/ { L,Sr,tlytlWb At/E?tlu€
/?ftL?/Eit1,, N•C'• 27(op3
Subject: Project No. 9RS040Z
Sloe- 14 6'xou Bh- e
CftTzf(ERR-r County
Dear Sir:
The Environmental Management Commission (EMC) recently adopted
new stormwater regulations which became effective on 1 January
1988. The new rules will affect much of the development taking
place in the 20 coastal counties. Any development project
located in a coastal county that is required to submit a
Sedimentation and Erosion Control Plan to a State, County or City
review agency, must comply with the newly adopted Stormwater.
Regulations.
The Division of Environmental Management has received a copy of
your Sedimentation & Erosion Control Plan (or your Stormwater
Management Plan) for the subject project. At this time your
submittal concerning Stormwater Management:
Appears to be complete, and your project-will be reviewed as-
soon as possible.
" Isos not complete. The following information is needed to
complete your submittal. Please submit the following items
within 30 days, or your project will be returned as
incomplete.
For projects using density limits approach.
A site plan that clearly indicates all built-upon
areas (i.e., streets, driveways, walkways, building
footprints, etc.).
Computations showing the percent built upon areas,
/both existing and planned.
? A copy of deed restriction(s) and restrictive
covenants which include the State as a beneficiary.
'/ The attached submittal form should be completed for
ojects using the density limits approach.
other ?M'nEgyfovs 4'em5" Ave el-'ON6Eb -/-f0
Ve) ll .vt vS i Su ?8A?t/ - 4 .?EI/lS1C?/? To JI-b v2 E'= l
For projects involving an engineered Stormwater
Management System.
Plan and profile drawings of the collection and/or
disposal systems.

s
J
Computations or other criteria used to support
design of the system.
Volume of runoff.
Volume of containment/disposal system.
Dewatering time of containment/disposal
system.
Length of vegetative filter strip needed.
Other
Supporting data concerning the hydrogeology of the
site:
Seasonal high water table.
Infiltration capacity - saturated hydraulic
conductivity.
Other
Drainage. pattern(s) for design storm event, and
drainage pattern(s) for runoff in excess of design
storm event.
A complete stormwater maintenance manual including
responsible party, quantitative and qualitative
criteria which would indicate when corrective
maintenance is required, and a periodic maintenance
table as needed.
A proposed monitoring program for the system.
Other 574COzy i76AIS ll)ZJST /iYCGuAE"
XQ o-S
Please be reminded that construction of the subject project may
not commence prior to approval of the Stormwater Management Plan.
We will make every attempt to assist you in any /w/ay we can. If
you have any questions, please call //J /MR& 114GJ S at
telephone number [phone].
Sincerely,
Donald Safrit
Regional Water Quality Supervisor
DS:mb
cc:
Bill i?Is
w .
fiAIMrND AILMTIM
TO: State and Federal Review Agencies
FROM: George Matthis
SUBJECT: Blue Heron Bay Marina CAMA and Dredge and Fill Application-Carteret
County
DATE: November 21, 1988
The attached plats and letter represent a modification to the Blue Heron
Bay Marina project located off Highway 24 and Bogue Sound in Carteret County.
As the letter from Peter Williamson of Paton/Zucchino and Associates states,
the highground basin has been reduced in size, number of slips reduced from 64
to 29, and the access channel realigned to avoid all submerged aquatic
vegetation.
Please review this material and submit comments to this office by
December 12, 1988. As always, should you need additional information, please
notify me.
GM/aw
Attachments
MEMORANDUM:
TO:
FROM:
SUBJECT:
DATE:
JOHN PARKER
JAMES L. MERCER
REVISED MAJOR CAMA APPLICATION PLANS - BLUE HERON BAY
MARINA/RAY H. MESSMER, BROAD CREEK, CARTERET COUNTY
NOVEMBER 10, 1988
Mr. Peter Williamson, working with Paton/Zucchino & Associates,
has put together a set of revised plans for development of the
subdivision and marina to be located off of Highway 24 and Bogue
Sound, in Carteret County. In addition, Mr. Williamson's cover
letter dated October 28, 1988, outlines clearly the effective
changes in the project. These revisions should answer those
specific concerns identified by the various agencies during the
course of our initial review.
As the letter states, the highground basin has been greatly
reduced in size and in the number of boats. The new community
basin will accommodate only 29 boats, as opposed to 64 boats.
The letter further explains that the boats will be 21' in length
and under and none will have onboard heads. This is an attempt
to meet the exclusion criteria set forth by Health Services. The
offshore entrance channel has been realigned away from the
submerged aquatic vegetation. The revised workplat drawing shows
the new channel alignment following close to the shoreline before
intersecting with the existing entrance channel to Bogue Sound
Yacht Club.
Please feel free to distribute this brief narrative, as well as,
Mr. Williamson's cover letter as part of the revised information
packet. I will present further comments and permit
recommendations and conditions on this project in a separate
memorandum.
Please advise if I can be of further assistance.
JLM/dh V
Attachments y{ cc: Charles S. Jones ;;Ov
' '^n

. 0
PATON / ZUCCHINO
October 28, 1988
Mr. James Mercer
N.C. Division of Coastal Management
P.O. Box 769
Morehead City, NC 28557
RE: Blue Heron Bay Marina
Permit Application Revisions
Dear Mr. Mercer:
&ASSOCIATES. PA.
?J
NOV 0 1 198
Accompanying this letter are the revised plans for the Blue
Heron Bay Marina. The revisions to the Marina plans address
the major objections of the various State and Federal
agencies that reviewed the initial submittal. In order to
expedite your review I will briefly highlight these changes.
1.) The basin itself has been reduced in size. It is now
designed for 29 boats less than 21 feet in length with no on
board heads. This is in keeping with the Division of Health
Services Shellfish Sanitation Section's policy excluding such
basins from the "Marina" definition. The first slip is now
430 feet away from the mouth of the existing channel.
2.) The channel connecting the Blue Heron Bay project to the
Bogue Sound Yacht Club channel has been realigned according
to the suggestions of the N.C. Division of Community
Assistance, N.C. Division of Wildlife Resources and N.C.
Division of Marine Fisheries. As currently proposed, it will
avoid the submerged aquatic vegetation (SAV) which fronts the
existing channel by turning sharply east just outside the
channel mouth. Dredging limits will be a minimum of five
feet away from the edges of the existing Coastal Marsh and
the SAV. No dredging in the SAV is proposed.
Consider this letter a request to reopen the agency review of
the Blue Heron Bay Marina put on administrative hold by our
office September 20. Please contact me if you require any
further documentation or need clarification of any revisions
shown on the plans.
Si ere y,
Peter Williamson Land 11auuiur
Paton/Zucchino & Associates, P.A. 1.;,,,,1;,•,,l,eAn•hiteeture
cc: Mr. Roy Messmer
attachments
Conker Square
17 Glem;uod Ave.
Raleigh. N.C. 27603
919-834-8620
40i?" -a
MEMORANDUM
DATE:
TO:
FROM:
THROUGH:
DIVISION OF ENVIRONMENTAL MANAGEMENT
12-1-88
Bill Mills
Operations Branch
James H. Gregson J??
Wilmington g' onal Office Original Signed By
Donald Saf ' DONALD SAFRIT
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Modification to the Blue Heron Bay Marina Project
Carteret County
PROJECT DESCRIPTION: The applicant is modifying his original
marina plan to include the reduction in size of the
basin, the realignment of the access channel and the
reduction in the number of slips from 64 to 29.
ADJACENT WATER BODY:
CLASSIFICATION: SA
Status: Open
The project has been reviewed to determine impacts to water
quality. The following comments are provided.
The project will require a 401 certification, and that
certification should include the following condition for the
construction of the boat ramp.
a. That all wet concrete poured below MHW be poured at low
tide and that the forms be completely dewatered No wet
concrete shall be placed in the surface waters.
b. That turbidity increase shall not exceed 25 NTU due to the
project.
The project should meet the requirements of the general 401
certification #1272 for bulkhead construction and #1273 for the
discharge of liquid effluent from a diked disposal area resulting
from hydraulic dredging.
Due to changes in impervious areas, additional stormwater
management information has been requested by this office.
The project appears to be excluded from the DHS Marina Policy's
definition of marinas due to the fact that only 29 slips and no
boats with heads and no boats over 21 feet in length are proposed.
This office has no objection to the project as proposed provided it
does not cause any additional closure of water to shellfishing.
Bogue Sound
cc: DEM - Charles Jones
WiRO, CF

DIVISION OF ENVIRONMENTAL MANAGEMENT
M$?R 1
7c 2 V y ((._Ll 5DA/
' '? c ol?/ zyccH/Nb ;' 7_,1_-S_, IPA
`7 F LctlYtlc?? ,r} OEV&
Subject: Project No. gSo4oz
Biye 14 GKoAI B&Y
CAIZ (ERE- County
Dear Sir:
The Environmental Management Commission (EMC) recently adopted
new stormwater regulations which became effective on 1 January
1988. The new rules will affect much of the development taking
place in the 20 coastal counties. Any development project
located in a coastal county that is required to submit a
Sedimentation and Erosion Control Plan to a State, County or City
review agency, must comply with the newly adopted Stormwater
Regulations.
The Division of Environmental Management has received a copy of
your Sedimentation & Erosion Control Plan (or your Stormwater
!Management Plan) for the subject project. At this time your
submittal concerning Stormwater Management:
_ Appears to be complete, and your project -will be reviewed as..
soon as possible.
_?Is not complete. The following information is needed to
complete your submittal. Please submit the following items
within 30 days, or your project will be returned as
incomplete.
For projects using density limits approach.
A site plan that clearly indicates all built-upon
areas (i.e., streets, driveways, walkways, building
/footprints, etc.).
? Computations showing the percent built upon areas,
/both existing and planned.
? A copy of deed restriction(s) and restrictive
--," ovenants which include the Stateas a beneficiary.
,-The attached submittal form should be completed for
rojects using the density limits approach.
Other I&B!ERV OyS 4W6S 1140E C1q;qN6F__b 7 f US
yQ `' M0,97- SU?8/44/ 7- A A?EVI,510 s T rb v!L 7 SCAN
For projects involving an engineered Stormwater
T Management System.
Plan and profile drawings of the collection and/or
disposal systems.

Computations or other criteria used to support
design of the system.
Volume of runoff.
Volume of containment/disposal system.
Dewatering time of containment/disposal
system.
Length of vegetative filter strip needed.
Other
Supporting data concerning the hydrogeology of the
site:
Seasonal high water table.
Infiltration capacity - saturated hydraulic
conductivity.
Other
Drainage. pattern(s) for design storm event, and
drainage pattern(s) for runoff in excess of design
storm event.
A complete stotmwater maintenance manual including
responsible party, quantitative and qualitative
criteria which would indicate when corrective
maintenance is required, and a periodic maintenance
table as needed.
A proposed monitoring program for the system.
----"Other f???C/S/TY c ",?7G?ULT?oNS iv/USi ?NCGUAE"
Please be reminded that construction of the subject project may
not commence prior to approval of the Stormwater Management Plan.
We will make every attempt to assist you in any way we can. If
you have any questions, please call d)w"/ llsgGUES at
telephone number [phone].
Sincerely,
Donald Safrit
Regional Water Quality Supervisor
DS:mb
cc :,--4' i--I
B i 11?i I is
papMog uogsaad :Do
qxP/Wg
•pagoaCoad
ST AOTTod uoTgpppabapTgUV ano Jo u014PTOTA L sp
paTuap aq uoTgpoTTddp auq gpug papuaunuooaa ST gI •a
• pagaldutoo
uaaq qou spu spappupgs AgTTpnb aagpM oq AgTuiao,juoo
aoj Tap0M uabAXO panlossTP aug JO MaTAaa auI •p
(T0Z0' gZ DVDN ST) SpappupgS
AgTTana aagpM s,OWH aug uT AoTTOd uoTgpppabapTquV
aug Jo uOT4PTOTA p agngTqsuoo TTTM saagpM asaug
Jo asn buTUST-TTTaus auq 3o ssOT auI •PunOS anbog
oquT TpupO auq apTSgno gaaj SZ buTpuagxa pup IpupO
aaupaqua aaTq.ua auq buTpnTOuT spaap gsTJTTaus
aATgonpoad jo aansOTo oTgpuiognp up uT gTnsaa PTnOm
EuTapui pasodoad auq uoupag uOTgpgTupS usTJTTauS
moag ;;v4s ano og aTgPTTpAp uoTgpuzaojuT uodn paspg •o
'(88/ZT/S aaggal Paqopqqp gas)
paTjsTgps uaaq aApq suoTgpTnbag ;;ouna a94Pm aogS •g
•uoTgpoT;TgaaO 2?4TTpno
aagpM TOP p aatnbaa qou saop goaCoad pasodoad aqI •p
:paaaj;o gap sguaunuoo buTMOTTOJ auq pup sgopduiT 2?4TTpnb
aagpM aoj paMaTAaa uaaq spq uoTgpoTlddp goaCgns aqI
AqunoO 4aaagap0
aaWssaW •H Apg/,?pg uoaag anTg
gTuuad vwvo aoj uoTgpoTTddv :IOSrgnS
STTTW TTT wolda
aaxapd ugoof :OI
W a a N v U O W a w
886T '8Z aaquiagdaS
uoTgoas AgTTpno aagpM
INSWa0VNKW 'IKINSWNOU IANg aO NOI S IAI a