SW8970858_COMPLIANCE_19991203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWjqj 6j
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

0
Compliance Inspection Report
Permit: SW8970858 Effective: 12/03/99 Expiration: Owner: Lighthouses Of The Bay
Project: Southern Shore Villas Phase III
County: Brunswick
Region: Wilmington
Contact Person: Ezra G Dale Title: Owner Phone: [phone]
Directions to Project:
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas:
On -Site Representative(s):
Related. Perm its:
SW8020614 M C Schroeder Company Inc - Southern Shore Villas --Phase III
Inspection Date: 03/13/2009 Entry Time: 10:00 AM Exit Time: 11:00 AM
Primary Inspector: David W Cox Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
N State Stormwater
(See attachment summary)
Inspection Type: Stormwater
Page: 1

6
Permit: SW8970858 Owner - Project: Lighthouses Of The Bay
Inspection Date: 03/13/2009 Inspection Type: Stormwater
Reason for Visit: Routine
Inspection Summary:
The following deficiencies were noted during the inspection:
1.The stormwater system was never constructed as permitted.
27he Engineer certificate that was required upon the completetion of construction was never submitted.
To bring this system into compliance you must:
1. Submit a modification or install the stormwater system as permitted.
2. Once the stormwater system is constructed to the requirments of this office submit the required Engineers Certificate,
File Review
Yes
No
NA NE
Is the permit active?
■
❑
❑ ❑
Signed copy of the Engineer's certification is in the file?
❑
■
❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file?
■
❑
❑ ❑
Copy of the recorded deed restrictions is in the file?
❑
❑
■ ❑
Comment: This office has not received a copy of the required Engineer Certification,
SW Measures
Yes
No
NA NE
Are the SW measures constructed as per the approved plans?
❑
■
❑ ❑
Are the inlets located per the approved plans?
❑
■
❑ ❑
Are the outlet structures located per the approved plans?
❑
■
❑ ❑
Comment: Based on the results of the inspection it has been det ermined that the
stormwater system was not constructed per the approved plan. There is no evidence
that the wet detention pond was ever installed. It appears that a series of infiltration
basins or swales were constructed instead.
Built Upon Area
Yes
No
NA NE
Is the site BUA constructed as per the permit and approval plans?
❑
❑
■ ❑
Is the drainage area as per the permit and approved plans?
❑
❑
■ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
❑
❑
■ ❑
Com ment:
Page: 2

6
r
Hydrologic and Hydraulic Calculations
Stormwater Management and Erosion Control Plan
Southern Shore Villas - Phase 3
Brunswick County, North Carolina
East Coast Engineering Company, P.A.
Shallotte, North Carolina
August 1999
E
EIv�OCT11999

STORMWA TER DETENTION POND CALCULATIONS SUMMARY
Project Name Southern Shores
Designer DMC Date 812 6 / 9 9
Area Draining to Pond (ADP)
1
Current Project
18900
Sf=
0.434
AC
Contingency
i 100
SF
0.025
AC
1
Total
20000
SF
0.459
AC
1
Built -Upon Area BUA)
I
_
Current Project:
1
1
Building_
10900
SF
0.250
AC
_ T
Drives/Parking
8000
SF
0.184
AC
Contin e cy for Future Growth
1 100
T
0.0251AC
1
Total I
20000
SF
0.4591AC
I
1
BUA/ADP
1.000
Runoff from 1" Rainfall
1
1583ICF
J1
185% or 90% TSS Removal
I
I
90
1 Pond Depth
I
4
FT
3
!SA/ADP Ratio
Y
1
0.088
_
1
I
�
Water Surface Areas
!
Minimum Re uired at Normal Pool
176015F
Amount Proposed at Normal Pooll
1800
SF
{
Amount at Storage Pooll
2283
SF
E
1 Elevations
1
Bottoml
1 1.001
FT MSL
1
Normal Pool
1
5.00
FT MSL
I
1
I Storage Pool
l
1 5.80E
FT MSL
I_
f Flood Pool
I
6.50
FT MSL
----

STORMWATER POND DRAWDOWN CALCULATIONS
PROJECT NAME Southern Share - Phase 3
POND I.D. Only one pond)
DESIGNER DMC
DATE 8/27/99
NORMAL POOL: I elevation 5.00
I surface area
1 800
sf
STORAGE POOL elevationi
5.80
ft. msl I
surface area
2283
sf
ORIRCE:I elevation
5.0
ft. msl
diameter
0. 6 7 8 51
inches
(11/1fi
Time
Increment for Drawdown:1
2
hr
I
Drop in
End
Begin Water
Orifice
I
Incremental
Drop in Water
End Water
Time (Hr.)
Elev, ft msl)
Head (tt
Q (cfs)
Vol, (cf)
Surface {ft
Elev. ft msl)
0
5.8
0.80
0.0108
78
0,0381
5.76
2
5.76
0.76
0.0106
76
0.0336 I
5.73
4
5.73
0.73 I
0.0103
74
0,0332
5.70
6
5.70
0.70
0.0101
73
0.0327
5.66
8
5.66
0.66
0.0098
0.0322
5.63
10
5.63
0.63
0.0096
L69
0.0317
5.60
12
5.60
0.60
I 0,0094
67
0.0312
5.57
14
5.57
0.57
0.0091
I 66 I
0.0306
5.54
16
5.54
0.54
0.0089
j 64
0.0300
5.51
18 I
5.51
0.51
0.0086
62 I
0.0294 I
5.48
20
5.48
0.48
0.0084
60
0.0288 I
5.45
22
5.45
0.45
0.0081
58
0.0281
5.42
24 I
5.42
0,42
0.0078
56
0.0275 I
5.39
26
5.39
0.39
0.0076
_ 55
' 5.37
28
5.37
0.37
I 0.0073
53
_0.0268
0.0261
5.34
30
5.34
0.34
0,0070
51
0.0253
5.31
32
5.31
0.31
0.0068
49
0,0245
5.29
34
5.29
0.29
0.0065
47
0.0237
5.27
36
5.27
0.27
0.0062
45
0.0229
5.24
38
5.24
1 0.24
0.0060
43
0.0221
5.22
40
5.22
0.22
0.0057
41
0.0212
5.20
42
5.20
0.20
0.0054
39
0.0203
5,18
44
j 5.18
0.18
1 0.0051
37
0.0193
5.16
46
5.16
0,16
0.0048
I 35
0,0184
I 5.14
48
5.14
I 0.14
0.0046
33
0.0174
I 5.12
50
5.12
0.12
0.0043
31
I 0.0164
5,11
52
5.11
0.11
0.0040
29
0.0154
5,09
54
5.09
0.09
0.0037
I 27
L 0.0143
5.08
56
5.D8
0.08
0.0034
I 24
0.0132
5.07
58
5.07
I 0.07
0.0031
22
0.0121
I 5.05
60
I 5.05
0.05
0.0028
I 20
0.0110
5.04
62
5.04
0.04
0.0025
I 18
0.0098
5.03
64
5.03
0.03
1 0.0022
I 16
0,0086
I 5.02
66
I 5.02
0.02
0.0019
13
I 0.0074
I 5.02
68
j 5.02
0.02
0.0016
11
I 0.0062
I 5.01
_ _
70 �I
5.01
I 0.01
I 0.0012
I 9
I 0.0049
5.01

FOREBAY VOLUME COMPARED TO TOTAL POND VOLUME
Elevation
Ft. MSL
Forebay
Main
Pond
Surface Area sf
Volume cf
Surface Area sf
Volume cf
1286
5
369
1444
284
1054
4
198
664
145
552
3
92
439
59
341
2
26
242
I
_
158
1
73
TOTALS
-6-#6
FOREBAY VOLUME/TOTAL POND VOLUME = 840/(840+3390)= 0.20

10-Year Storm Peak Runoff Estimates Using the Rational Method
Southern Shore Villas - Phase 3 DMC 8/27/99
Structure/
Feature I.D.
Drainage
Area ac.
Rational
C Value
Time of
Conc. min.
i10
in/hr
010
cfs
SD-1
0.42
0.95
<5
7.0
2.8
SD-2
0.32
0.95
<5
7.0
2.1
SD-3
0.10
0.95
<5
7.0
0.7
SD-4
0.03
0.95
<5
7.0
0.2
Slot Drain
0.29
0.95
<5
7.0
1.9
Curb Inlet
0.03
0.95
<5
7.0
0.2
SW Pond
0.53
0.95
<5
7.0
3.5

PROJECT NAME Southern Shores Villas - Phase 3
Designer
DMC
Date*
BACKWATER
STRUCTURE LD,
SW�Pond .
TYPE FLOW
HEAD
ELEV.
{
FLOWRATE (cfsZ
3.5
PPE
0.40
5.90
_
PIPE DIAMETER (in.)[--
- 1 5
I
WEIR
0.37
6.171
INVERT -IN ELEV.
, '` <<"?.'. >'' -'` 3:6
ACCEPTED BACKWATER ELEVATION 15
77-rE NIGHER OF THE TWO CALCULATED
INVERT -OUT ELEV.
> ' ' <' : `' r'.` r 3 :4
TYPE PIPE
- -, HDPE
--
MANNING'S N VALUE
O'012
1
PIPE LENGTH (ft.)
Cd (Discharge Coef.)
0 6d
I
RISER DIAMETER (in.)
,; 151
I Pipe Area (sf)I_ 1,22734375
Y
RISER ELEVATION
5.80
Wetted Perimeter t 3.9275
WEIR FLOW COEF.
4'
Hydraulic Radius 0.31
TAILWATER ELEV.:'
55
REFERENCE: Civil Engineering Reference Manua& pages 5-19 & 5-20. TYPE 4 PIPE FLOW submerged outl
't
is conservative!y assumed due to the fact that flood conditions are being considered.
N Values: Use 0.12 for smooth wall HDPE or concrete. See manufacturers literature for CMP.
f
Cd Values: Use 0.62 fors uare edged o enin sunless know that openin will be rounded or projecting outward.

PROJECT NAME! Southern Shores Villas - Phase 3
I
Designer DMC
Date�8/27/99
_
I-
BACKWATER
STRUCTURE I.D. --�•SD-1:
TYPE FLOW
HEAD
ELEV.
FLOWRATE cfs
2.8
PPE
0.31
65.48I
^
PIPE DIAMETER (in.)
1�5
VVER I
#DIV/O!
#DIV/O!
INVERT -IN ELEV.
, ``
I
ACCEPTED BACKWATER ELEVATION IS
THE HIGHER OF THE TWO CALCULATED.
INVERT -OUT ELEV.
' '' '; `' = :E ; `' .:. 3
I
TYPE PIPE
H]FE
I
MANNING'S N VALUE
•.. `'<` . °°:{'0:0,12
1
I
PIPE LENGTH ft.
" `-` .>:65
Cd (Discharge Coef.
,.:''° O'i62
RISER DIAMETER in.
P'pe Area (M) . 1.22734375
RISER ELEVATION
4:;;^'',.'.' r::="'
I Wetted Perimeter (ft) '3:9275
-- -
---
I .�_
WEIR FLOW COEF.
;.:`. '' ':' ` 4`;'4
Hydraulic Radius 0:31
REFERENCE: Civil Engineering Refereogg MaaaLpages 5-19 & 5-20. TYPE 4 PIPE FLOW (submerged outlet)
is conservatively assumed due to the fact that flood conditions are being considered.
N Values- Use 0.12 for smooth wall HDPE or concrete. See manufacturers literature for CMP.
I
Cd Values: Use 0.62 for square -edged openings unless know that opening will be rounded or erecting outward.

PROJECT NAME i
Southern Shores Villas - Phase 3
Designer
DMC
�
Date18/27/99
BACKWATER'
- STRUCTURE i.D.
`'% , SD-2
L TYPE FLOW
HEAD
ELEV.
I
FLOWRATE (cf
2.1
PPE
0.20
6.681
—
T
PIPE DIAMETER (in.)
F 1"5
WEIR I
#DIV/0!
#DIVIO!
INVERT -IN ELEV..
ACCEPTED BACKWATER ELEVATION IS
THE HIGHER OF THE TWO CALCULATED.
INVERT -OUT ELEV.
Cz`i "`:y: ., 3 5
TYPE PIPE
HDPE
i
I
MANNING'S N VALUE
' ':' "' ' ' _ 00121
PIPE LENGTH(ft.)
+•9'0
Cd Dischar a Coef.
0?62
RISER DIAMETER (in.)
Pipe Area (sf) 1.22734375
jI
RISER ELEVATION
;'::: ''
I Wetted Perimeter (ft) 3.9275
i
I
i I
WEIR FLOW COEF
_
H drauiic Radius : 0:31
I
TAILWATER ELEV.
` . 'tiff 48
REFERENCE: Civil Engineering Bgfereoce Manual. pages 5-19 & 5-20. TYPE 4 PIPE FLOW (submerged outle`t
is conservatively assumed due to the fact that flood conditions are being considered.
N Values: Use 0.12 for smooth wall HDPE or concrete. See manufacturers literature for CMP.
j
Cd Values: Use 0.62 for square -edged openings unless know that opening will be rounded or projecting outward.
I � f

PROJECT NAME I Southern Shores Villas - Phase 3 j I
Designer
Date
DMC
8/27/99
I
BACKWATER
STRUCTURE I.D."`
>`: '.` '` SQ-3
TYPE FLOW
HEAD
ELEV.
I
_
FLOWRATE cfs
° + ` '`' '"a47,
PPE
0.06
6.541
�
I
1E
PIPE QIAME11rR (in.
ti ::. i;'i.% i 2
WEIR
#DIV/O!
#DIV/OC
I
I
INVERT -IN ELEV
s.4-3
I
I
ACCEPTED BACKWATER ELEVATION IS
THE NIGHER OF THE TWO CALCULATED.
INVERT -OUT ELEV.
;; : '' ; _. z ';; 3:5.
TYPE PIPE
HDPE
MANNING'S N VALUE
i". : ` 0:0,1`2
I
I
!
I
I
I
PIPE LENGTH (ft.)
>
I
Cd (Discharge Coef,
- t , 7R0.
I
I
I
RISER DIAMETER
Pi e Area sf 0.7855
I �
RISER ELEVATION
.' '' ' ` '<;
I Wetted Perimeter ft 3:1A2
I
I
_
WEIR FLOW COEF
`#! . 4'
H draulic Radius 0:25
__.
I
!
TAILWATER ELEV.
': , r `. r:`;' ; :'.g,.48
1I
i
l
REFERENCE: Civil Engineering Reference Manual. pages 5-19 & 5-20, TYPE PIPE FLOW (submerged outlet)
is conservatively assumed due to the fact that flood conditions are.being considered.
N Values: Use 0.12 for smooth wall HDPE or concrete. See manufacturers literature for CMP.
Gd Values: Use 0.62 for square -edged openings unless know that o ening_will be rounded or projecting outward.
^

PROJECT NAME I
Southern Shores Villas Phase 3`
I
Designer%
MC
Date8/27/99
I
I
BACKWATER
STRUCTURE I.D.:`.::.
` „'' ,..: SD.41
TYPE FLOW
HEAD I
ELEV.
I
FLOWRATE (cfs)
. ;�:">�`�,�^.'�� '...Oc2
�tt
PIPE
0.01
6.55
I
_
PIPE DIAMETER (ice
,. ' %:; 'k:. °''11
WEIR
#DIV/0!
#DIV/0!
INVERT IN ELEV.
,..
ACCEPTED BACKWATER ELEVATION IS
THE HIGHER OF THE TWO CALCULATED.
_
{
TYPE PIPE
I
I
MANNING'S N VALUE
PIPE LENGTH (ft.)
' : L:. " s9 4
Cd (Discharge Coef.)
RISER DIAMETER
Pipe Area sf 0,7855
RISER ELEVATION
,�'� ` "x'�r
Wetted Perimeter tt3':-1'42
WEIR FLOW COEF.
>`,,"f=^`'' `.'i`" A`r ' 4'
Hydraulic Radius 0.25
TAILWATER ELEV.
j
REFERENCE: C_ iv_il Engineering Reference Manual. pages 5-19 & 5-20. TYPE 4 P1PE FLOW (submerged outlet)
is conservatively assumed due to the fact that flood conditions are being considered.
N Values: Use 0.12 for smooth wall HDPE or concrete. See manufacturers literature for I MP.
Cd Values: Use 0.62 for square -edged openings unless know that opening will be rounded or projecting outward.
j f

Page No.
Project Name -<ev4ger" Designer 6�w'
Sheet Title ge-d le- 4- 9, le, Date R12-21`9
L
a4l
--'C-L-OC e2
6
1
East Coast Engineering Co., P.A.
Shallotte, North Carolina

Figure A: NOMOGRAPH —SLOTTED DRAIN ON GRADE IN CURB AND GUTTER
0
- 5.0
- 4.0_
L
J
- 3.0
C
J
- 2.0
.1.0
• 0.8
-45
-40
-30
.20
10
C
12
EXAMPLE:
Given: S = .01 ft/ft
Z=24
0 = 4.5 Cfs
SOLUTION:
1. Connect points from S and
Z to turning'line.
2. Connect point on turning
line to O.
3. Read Lr = 25 feet fJ
4. Next use Figure B. 48
ca
c 40
Q-
��Mpc 32
E a ?4
0
2
16
U
The nomograph for the slotted drain
inlet length is based on:
(n = C.015)
L, = (4.762) 0.127 S•305 Z.766
ifn#.015,4=4 �fl.01510.87
n I
(Extrapolation not recommended)
Q.001
U) 0.005
a
0
cq0.01
C
:D
C
O
J
0.05
0.09
Definitions Figure B: SLOTTED DRAIN CARRYOVER EFFICIENCY
S —
Longitudinal gutter or
100%
channel slope, ft/ft -
SX —
Transverse slope, ft/ft
95%
Z —
Transverse slope reciprocal
.
C1 , ft/ft
o 90%
Sx
�
tG
d —
Depth of flow over the slot, ft
c�
.L —
Length of slot, ft
SQ%
Lr —
Length of slot required
for total interception, ft
m
Ls —
A selected length of slot, ft
Q —
Discharge into inlet, cfs
70%
Qd —
Total discharge at an inlet, cfs
Qa —
An allowed discharge, cfs
C —
Runoff coefficient
l —
Rainfall intensity, ft/sec
60%
IV
A — Area drained U-5 U.6 0.7 U.$ U.0 1.0
Relative Length - (Ls/Lr)
Example: Solution from Figure A is Lr = 25 feet. If a standard 20-foot length is used, relative
length ratio Ls/Lr = 20 ft/25 ft = 0.8. From Figure B with a relative length ratio of 0.6, the
efficiency is 95%. Ninety-five percent of the flow is intercepted by the 20-foot length, and 50A
runs down the gutter to be intercepted by the next slot.
7

Page No.
Project Name
7 Designer Gz��
Sheet Title -<J,4,f
7,, J, Date f 2,5 /,�5
I
-- ---- - -----
I r
o
'I ! II �I I II
I I � I I I ! i I I I I i i '
_
-.--,-- ..� .. , � Imo. __..� I ,i - I '
` I i
_ --;, i I
�
�
I I �--_ .
4 4.
4 111
L,
:2.
z
:4
U-W
a fiikf1
M--�
P�
---
Heavy " Furnished
standard with square base except as noted.
Speclfr.
T. Catalog number.
2. Alternate round base flange available as shown in table below.
Illustrating R-3430
standard with square bass
Catalog
Dimensions in inches Wt.
No. A
61111 D E I F-E IF G H. Lbs.
1808 V2
20x2O' 1:Y-
184xlEt 30" Die. 30X30 L6 [2Y4x4V4 1 260
tx 0'
221AMV2 36" Die. 31 x3l 5, 1-)tO�� 1Y. !*---32
'
P�486--'
24x24 2
3 6 ly �x 1N 400
� 26x26 313" Die. 35x35 6 I:Y4x6
_ . L , V
52x52 5 9x59 8 1 L �.6
"Grote lumished in two pieces. - - - --- -
East Coast Engineering Co., P.A.
Shallotte, North Carolina

�ar"CP
T" t l y
INv
1
EY STM DRW
INLET f t
William C. Klein
250--A C009
EniS iNG PUri -- PU7 GOLF
X? .
'I
D=Tm in,
— EXISTIIiG ]B' GOMIG. PIPE
Lr".L. =VECI
EXIST Nc /J CMSTING LIGHT POLES �-rot- 4-. s d
ExrT rlrtu 1 I / CLEr. Mx
arc. CULv T �\ v v
c
Z J �+ F�,- naEr r
X X X X X X X 5 X, X
'� �--—
sil:F_T a6 War — -
DaZTM
EXffi7RdG Ise ,
DCRETE PIPE
MZTtNG
i . &I'7ING PAVEHEI!fT•• •"3.EL. BIDC -.
. a x�DasTINa FENCE EXMTDIU DR; ft- T A
I NV
MSTING E7nz7T%
V LIFT STATIIN =IRI7L Ir
PANEL
ExisiTwi
�aP �- ,, 1 i EXISnNG BUILDING 1 0.!.
cb A j
�..G LA S Rcac� rt C�Nr�
A J:i•� L �"
P.&A/CL- i0, JffA- to
Ito
TV
_ P
J
} 1
pi
RVF1c Gd�GL GT N
EXISTING
POOL 1 i
'-'
O
=�ti' e4a3«
4 /
o
1! f � • Jam• `I
u 1
n Pry NOT M BE USED

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Maintenance, Inc. c/o E. G. Dale
2. LOCATION OF PROJECT SITE: Adjacent to the Atlantic Ocean, at S.E. 58th Street, in Long
Beach, North Carolina, Brunswick County.
Photo Index - 1995: 8-70, L,M-12,13 IM: 4-185, K,L-14,15 12M: 11-12,K,Ir18,19
State Plane Coordinates - X: 2277650 Y: 59000
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/24/97, 10/6/98 (office), 10/29/98
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 10/9/98
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Long Beach
Land Classification From LUP - Developed Commercial.
(B) AEC(s) Involved: OH
® Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Large Low Pressure Pipe (LPP) septic system-22080
gals/day.
Planned - N/A
(F) Type of Structures: Existing - Two large condominium buildings (22 units), swimming
pool, gazebo and beach access, and associated parking.
Planned - Third condominium building (12 units)
(G) Estimated Annual Rate of Erosion: 2 ft./yr.
Source - 1992 LTAASCR - pg. 2 of 17
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED QTHER
A) Vegetated Wetlands
Non -Vegetated Wetlands
(C) Other - Highground
17,038 sqft.
(D) Total Area Disturbed: 17,038 sqft.
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: Yes
8. PROJECT SUMMARY: The applicant proposes to complete Phase III of the existing Southern
Shores condominium project (12 new units).

Maintenance, Inc.
Page 2
The Southern Shores Condominiums are located adjacent to the Atlantic Ocean, on the east side of S.E.
58th Street, in Long Beach, Brunswick County, North Carolina. This development was originally
permitted in 1984 under State Permit #136-84. The applicant constructed two (2) of the proposed three
(3) condominium buildings, swimming pool, gazebo and beach access walkway, as well as, installed the
concrete piling and girder system for the third building. Due to economic conditions and slow sales of
the constructed units, the project was suspended at that time. The applicant now wishes to complete the
development.
Although the Phase III building site is listed as .93 acres, the entire project is approximately 3.6 acres
in size. Additional area for the wastewater disposal field is located approximately 400 feet to the north
of the property and is also associated with the condominium complex. The site is near level and averages
seven (7) feet above sea level. The proposed building area is grassed, intermixed with Sea Oats, Salt
Meadow Hay, Smilax, Yucca, other dune grasses. There is a slight rise in elevation toward the oceanfront
(south side), but there is no significant frontal dune system along this area of Long Beach. The natural
vegetation appears as a straight line across the property, a remnant erosion escarpment from previous
storms.
The waters of Atlantic Ocean are classified SB, by the N.C. Division of Water Quality, and are OPEN
to the harvest of shellfish. The project site is within the Ocean Erodible Area of the Ocean Hazard Area
of Environmental Concern, as designated by the North Carolina Coastal Resources Commission. The
Long Term Average Annual Shoreline Change Rate is 2 ft./yr. in the project area. The oceanfront setback
for the proposed large structure would be 120 feet waterward from the first line of stable, natural
vegetation.
The applicant proposes to construct a large, two-story building, consisting of twelve (12) condominium
units. The building would be 168 feet long and 66 feet wide. Due to erosion rate and shoreline changes
since the original permit, the southern -most set of concrete pilings and girders do not meet current setback
requirements and cannot be utilized in conjunction with the principal building. The applicant plans to use
that section of pilings to support an open deck at the southern end of the building. The deck would be 45
feet long and 10 feet wide. The units would be accessed from the existing entrance off of S.E. 58th
Street, by an asphalt parking area on the west side of the building. The new parking area would be
approximately 220 feet long and 25 feet wide.
The project as proposed would disturb approximately 17,038 square feet of highground area. Without
significant protection from a natural dune system, there is a high degree of probability that this area will
experience frequent storm overwash.
Submitted by: E.F. Brooks Date: 11/13/98 Office: Wilmington

FF01'1 ', AiCF''ENRY SU JE`1 II,IG
PHD IE 1,10.
MCHRNR,Y SMVLYMG
P. O. Bat 433
Lang Bch., NC 2W5
phone 9M278-9874
August 20, 1997
Mai project is in the Town of Lang Beach It consists of 1 building, holding g 3-•bedrmm and 2
2-bedrmw violas. These villas will be for rent or sale. The deed to this property in on We with
CAMA. All grading bass been completed. Only a small asnxmni of excavating for a amcrete slab
and asphalt will be necessary. The drainage is already in existence. There are no 404 wetlands on
this project. This project is served by city water. There is a low pressure sewer system in e)dstenue.
The zoning for this property is CB, which is a tourmt service district. This project will be
permitted by Fong Beach on Conditional Use. The height ruAricfious are 41 feet above ground.
The P'E'MA determined flaad bazard zone is Zane VE base elevation 19 feet for the bottom of the
lowest st"vrh% horizontal beam. The to -Am rec7uim 1 foot to be added to base elevation which
brings it to 19 feet above mean sea level. This project v%w permitted on Suly 10, 1984 for 3
phases. Phase I and II were completed. This application is fir Phase III. The concrete pilings we
already in place. They are 38 feet to 40 feet in the ground.
M

Form- DCM-MP-1
A"LICATION
Awr'7.r
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
I Name _ /Vl/�lN7E�.9nl�c 2-A,C.
Address _ b. (�o �� --7
City L FL./9 nr a State IV .0
b. City, town, community or landmark
L.C2_A/ Br G--Cp, �.
c. Street address or secondary road number
S.E. .tAr'' s-t;
d. Is proposed wothin city limits or planning
rk w'
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) _ _ A774,41v t, G Qf eA ,&�'_
Zip Day Phone 9 ro- .37/- G aa�
Fax 3. DESCRIPTION AND PLANNED USE
-%OV,FROPOSED PROJECT
b. Authorized Agent:
I 1
I
,List`:all development activities you propose (e.g.
Name ._ � E,,6 Q61,F-_ 'Ji C� 2, 2 S'b
building a home, motel, marina, bulkhead, pier, and
0'`` ' = - excavation and/or filling activities.
Address tam- -R o4 _15 7 i� Ctr,� i -A C.
- 310? z Via.
City _ L k L4 L State Al -4
Zip 2,9 43'1 Day Phone mf-37/-G 9F<
Fax
c. Project name (if any) s'aLrrti °��'' sh cry �.11� S
NOTE: Permit will be issued in name of laidowner(s), andlor
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County 12 2 W u s w/ LK
b. Is the proposed activity maintenance of an existing
project, new work, or both? Al eo,.,. ua.P 0',c
c. Will the project be for public, private or commercial
use? fg•"rs'ze, &- L
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. e�-,r� Mt-'JrCl cei -
Revised 03/95

Form DCNI-MP-1
m. Describe existing wastewater treatment facilities.
4.
LAND AND WATER
_ _ y if:f -e
CHARACTERISTICS
a.
Size of entire tract
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b.
Size of individual lot(s) N
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) _ M �.
c.
Approximate elevation of tract
above MHW
or
NWL 7. a ' .41r,e
d.
Sail type(s) and texture(s) of tract
u existing drinking water supply source,
�1 G� w' h aiov
r
,Describe
_yL
e.
Vegetation on tract r� r,u-ss
`
f.
Man-made features now on tract
G•-Qys
S. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation ✓ Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? ✓Yes No
(Anuach zoning compliance eernfiewe, if anphnable)
j. Has a professional archaeological assessment been
done for the tract? Yes ✓ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes No
1. Are there wetlands on the site? Yes -Z'-No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anach docurnewc Lion, if available)
In addition to the .completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding 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 personnel unfamiliar with the area to the
Revised 03/95

Form 15CM-MP-1
site. Include highway or secondary, road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name T & .'Al C Go
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list or previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
- /C-- $4. At- 1 30- 9
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
appl ication.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
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 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 application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the , day of e, 19ZZ'.
Print Name hr 13. 041-16 '
Signature Z-4.�( ..
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM W-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each anachment in the
= = space. provided; at -the. -bottom of each farm.
10
I
Revised 03195

Form DCM-,NfP_3
UPND
..1.
r.
1kEV_M"
(Construction and/or land disturbing activities)
Attacb this form to Joint Application for CAMA Major
h. Projects that retluire a CANU% Major. Development
Permit, Form DCM-MP-I. Be sure to complete rill
Permit may also require a Stormwater Certification,
other sections of the Joint Application that relate: to this
Has a site development plan been.submittod to the
Proposed proj'zt.
Divisiorn of Environmenttil Management for review'?
'
Yes o
3. Type and number of buildings, f;t_ilities, units or
If yes, date submitted
Structures proposed J ��� _ E
1. Describe proposed method of sewage disposal...
- - r_� e- f r-•
b. Number of lots or parcels — - 1 - -
——
j, Have the facilities described in Item i.- above
e. Dansity {give the number of'residential units and the
received state or local approval? I/C --C
units per acre) t
(,�rwch appropriare rdovumcnladcn) 7
L Describe location and type, of proposed discharges to
d. Size of area to be graded, filled or disturbed
waters of the state (for example, surface runoff,
including xuads, ditches, etc, ` c: Ze;
saniuvy wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
e: If the proposed protect will disturb morn than one
acre of land, the Division of Land ResUUCCS MUSS
receive an erosion and sedimentation control Flan at
[cast 30 days befrrre Iand disturbing activity begins.
1. Describe proposed drinking water supply source
If applicable, hay a sedimentation and erosion
(e.g. well, cominuuity, public system, etc.)
control plan been submitted to the D'vision of I -and
'r " l t r' - ��_r7c
Resources? Yes No
,�?
If yes, date submitted
in, 'Will water be impounded? Yes L--No
w _
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used f6t paved surfaces.
n. if the project is a oceanfront development, when
- �7-
was the Iot(s) plutted and recorded) ! 5 S7
¢. Give the percentage of the tract within 73 feet of
A4HW or NWf., or within 575 feet in the case of an
Outstanding P,esoume Water, to be covered by
impervious andlor built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. _.26,rf V �7�:
Applicari,L,or Nr 'ecr Hams
Signature
_C/
W to
kavired (Ii/aS

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SOUTHERN SHORES VILLAS
FOR
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----
"HONING PROPOSED 16 UNIT HEM CON.OMINIUH
LONG BEACH, NORTH CRROLINR
SMITMVILLE TONNSH IP BRUNE.ICK COUNTY licfENRY SURVEYING
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