SW8970713_OTHER_19971003

STORMWATER MANAGEMENT & EROSION CONTROL CALCULATIONS
for
ANTIQUA
prepared for
SANCO of WILMINGTON, INC.
D E C E I V E
OCT 0 31997 D
PRO a A O'al3
Hanover Design Services, P.A.
319 Walnut Street
Wilmington, NC 28401
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EROSION AND SEDIMENT CONTROL PLAN
for
ANTIQUA
SANCO of WILMINGTON, Inc.
MARCH, 1997
NARRATIVE
NOTE: To be reviewed in conjunction with "Erosion and Sediment
Control Plan for ANTIQUA", Hanover Design Services, P.A.,
Drawing No. 4893ESC and 4893ESC1, Sheets 1 & 2 of 2.
PROJECT DESCRIPTION -
The purpose of this project is to construct a residential
community of condominium buildings and the associated
development infrastructure. The Erosion and Sediment Control
Plan is to identify measures to be implemented to control
erosion during construction of the roads, utilities, and land
grading associated with this development.
The site is located off U.S. 421 WEST of ECHO FARMS
BOULEVARD, in the City of Wilmington, New Hanover County, and
is approximately 15.186 acres in size, of which about 11 acres
are proposed to be disturbed. The site is wooded over most of
its area and has a rolly topography. It is bordered on the
East and partially on the North by residential development, to
the West by Titanium Road, and to the South by wooded
property, as per the approved "Antiqua Preliminary Plan".
SOILS -
The soil in the project area is primarily Seagate and
Wakulla, both sandy soil ( Se ) and(Wa); sands that are poorly
drained, rapidly permeable, with an erosion "K" factor of
0.10, moderate to severe erodibility. The hydrologic
classification of the soil is A/D. Because of the topography
and the amount of paving proposed, curbing and a storm sewer
system will be the means of stormwater transport for the 10-
year event to the proposed pond/ basin.
(Soils Map attached)

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STORMWATER MANAGEMENT AND
DRAINAGE CALCULATIONS
for
ANTIQUA
prepared for
SANCO of WILNHNGTON, INC.
CAR01 j''•
�*!OFESSIQ,' 9
Hanover Design Services, P.A. fay SEAL
20007
319 Walnut street °
Wilmington, NC 28401 a �NGINE�fr�
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LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
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LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
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HANOVER DESIGN SERVICES, IAA
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
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Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
ANTIQUA
Additional Calculation Summary for D.W.Q. -
WATER QUALITY CONSIDERATIONS -
Impervious area calcs: See Project Data Sheet
SOME OFFSITE AREAS DRAIN TO POND
IMPERVIOUS TO POND = 6.69 ACRES
OPEN AREA = 3.83 ACRES
TOTAL AREA TO POND = 10.52 acres
use 10.6
n
SEAL
20007
* Retention of first 1" of run-off: Id
SA REQUIRED: 6.69 x 0.98 + 3.83 x 0.20 / 10.52 = 0.70 USE 70%
At 7.5'
depth,
90% TSS
removal, from
chart - SA
factor = 2.3
10.6
x 0.01
x 2.3 =
0.2438 acres
= 10,620
sf SA REQUIRED
At
Elev =
10.00 -
0.346 acres
= 15,073 sf
SA PROVIDED
Factor of Safety = 1.42
VOLUME REQUIRED: ((6.69 x 0.98 + 3.83 x 0.20) x 1/12)43,560 =
26,580 cf REQUIRED STORAGE
---------------------------
---------------------------
At Elev. = 11.5 - 30,699 cf PROVIDED STORAGE
Factor of Safety = 1.15
Average head from storage elevation to CL oriface -
11.5 - 10.0 /2 = 0.75'
* 2" PVC drain to drawdown pond:
Oriface Eq'n: Q = CA(2gh)A1/2
Q = 0.6(.022)(2.0 X 32.2 X 0.75)A1/2
= 0.092 cfs
T = 337,450 sec. = 3.9 days OKAY
Forebay Comps: Volume required = 30,699 X 20% = 6,140 cf
Volume provided = 7,623 cf
area @ 11 ft. el. = 22,554 sf
area @ 11.5 ft. el. = 23,770 sf
319 Walnut Street Wilmington, N.C. 28401 [phone]

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HANOVER DESIGN SERVICES, PIA
III
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
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HANOVER DESIGN SERVICES, PA
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
SHEET OF
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Table J-2
SCS curve Runbers for various coves conditions
cover Description
Fully developed urban area,
PoSpace
or condition (<50% grass)
Fair condition (50-75% grass)
Good condition (>75% grass)
Impervious auras
pavement, roofs
Gravel
Dirt
Urban districts
O mnercial and business
Industrial
Residential areas (by lot size)
1/8 acre (town houses)
1/4 acre
1/3 acre
1/2 acre
1 acre
2 acres
Agricultural areas
Pasture, grassland
poor
Fair
Good
Meadow (mowed)
Brush
poor
Fair
Good
Woods and grass (orchard)
poor
Fail
Good
Woods
Poor
Fail
Good
Raw crops, straight, good
ROW crops, contoured, good
Small grain, good
rn rntsteads
Ba ed upon Sc5 TR-55 (SCS, 1966)
Hydrologic
Soil Group
A g c
Percent
D lipervious
68 79
49 69
39 61
86
79
74
89
84
80
98
76
72
85
82
89
87
91
89
89
81
92
88
94
91
95
93
85
72
77
61
57
54
51
46
85
75
72
70
68
65
90
83
81
80
79
77
92
87
86
85
84
82
65
38
30
25
20
12
68
79
86
89
49
69
79
84
39
61
74
80
30
58
71
78
48
67
77
83
35
56
70
77
30
48
65
73
57
73
82
86
43
65
76
82
32
58
72
79
45
66
77
83
36
60
73
79
30
55
70
77
67
78
85
89
65
75
82
86
G3
75
83
87
59
74
82
86
T-9.58

FIG. /. 5.
000
900
800
700
600
500
v
Paved
.9
400
z
D- . e
0
300
Of
.�
w
Bare
200 _ Soil
Poor
\ Grass
Q_ 5
Surface
Average
=_ 4
Grass
U
100 Surface
90
\
BO Dense
Grass
a \
70
\
60
J
50
V
40
30
20
IN
OVERLAND
w
z_
J
I-
0
J
D_
0.5j w
35
30
25
20 w
F-
z
►0
ter.
w
N 0 15 ::E
J / F-
2.0 �' / z
0
5.0 z
w a
/� 10 L
W z
2 0 D_
*LOW TIME
11
0.
REPRINTED WITH PERMISSION FROM 'DATA BOOK FOR CIVIL ENGINEERS' VOL. I - DESIGN
2Mo EDITION (1951) BY E.E.SEELYE

JAN-08-1996 09;19 FROM ENNR WILM REG OFFICE 10 934syy41 r.ee
85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
DEPTIi
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.57
IMP �
10 %
.9
.8
.7
.6
.5
0
1 0
0
0
0
20 %
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30 %
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40 %
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50 %
4.2
3.7
3.3-
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60 %
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70 %
5.2
4.5
4.1
3.7
3.1
2.9
2.5
2.1
1.8
80 %
F7.5
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90 %
6.5
5.8
5.3
4.8
4.3
3.8
3.3100
%
7.4
6.8
6.2
5.6
5.0
4.4
3.8
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH
3
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10 %
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
.1
20 %
2.4
2.0
L 8
1.7
1.5
1.4
1.2
1.0
.9
.6
30 %
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
.8
40 %
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50 %
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60 %
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70 %
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80 %
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90 %
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100 %
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

s0 -
.20
.10
4-
4-
a .06
0
In
02
01
I I I I I 1 1 1 1
2 4 G 10
Average velocity, ft/sec
Figure J-I,—�b'e ra Y.e rcln cil ies h,r eslim:rting tr:Ircl link f." shnllulc rnnrc111r:ded pn„'.
,1 0 (gln VI TR.5",, svrnw! ICI! ..Inns
c0

Worksheeeet 3,: Time of concentration (Tc) or travel time
V roJect �1�(J .l.�. gyC4. Dace
Location I Checked_' y Dace
circle one: RCCS<nt D<velooed
Circle one: Tc T� through subarea
NOTES: Space for as many as two aegments per flow type can be used for each
workshcet.
Include a cap, schematic, or description of flow segments.
Sheer flow (Applicable to Te only) Segment ID
1. Surface description (table 3-1) ............
2. Ranning's roughness eoeff., ❑ (table 3-1) ..
3. Flow length„L (total L;< 300jj ft) .......... ft
4. Tuo-yr 24-hr rainfall, P�... )LJ.^..1. ... in
(0
5. Land slope, s fe/ft
6. T _ 0'.007 (nL)0.8
0.S 0.4 Compute T t .. hr
c
P1 c
Shallow concentrated flow Segment ID
7. Surface description (paved or unpaved) .....
B. Flow length, L ............................. ft,
9. Watercourse slope, s ....................... ft/ft
10. A-,erage velocity, V (figure 3-1) ........... fc/s
11. Tr ' J600 V .. Compute :Tt....... hr
.Channel flowSegment ID
12. Croce sectional flow area; a ............... ft
13. Wetted perimeter, pw .............. 1......... ft
14. Hydraulic radius, r - Compute r .. ..... ft
pv
15. Channel slope, a ft/ft
16. Harming'& roughness coeff., ❑ ............::
2/J 1/2
17. V - 1'•49 r. a Compute V ....... fc/c
r
16. Flow lcogch, L ............................. ft Q F1.2
19. Tc 3600 v Compu c< i' ...... hr 8 + . L -
20. Watershed or eubarea Te or Tc (add Tr in steps 6, 11, and 19) ....... hr
vn ivl .
(?IONI-TR-55, Second Ed- June 1986)
D-3

Appendices
3
3 5 10 20 50 100 200 500 1000
Discharge(P/sec)
Curves may not be extrapolated.
Figure 0.06a Design of outlet protection protection from a round pipe flowing full, minimum tallwater condition (T., <0.5 diameter).
Rt . 12/93
8.06.3

HANOVER DESIGN SERVICES, PA
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
SHEET OF
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4 aff IC+i =
Tool
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Or
Niv.

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HANOVER DESIGN SERVICES, PA
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET, WILMINGTON, NC 28401
SHEET OF
C Y-...�q'p'" V. 'vil".,
r so _ 3a.78
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11

1—FE
Precast Concrete
Flared End Sections
REINFORCED
Q Oldcastle
Flexible Plastic Type Joints
Specifications: N.C. Department of Transportation
OD rl C
r
FALL A
NCP
ID
WALL
OD
L
A
B
C
E
F
C
H
J
K
M
WT
12
2
16 7
75
4
23 z
51 s
23 2
14
13 4
a
13 s
e
13 �
a
1 -'
a
1 -'
722
15
21
194
74 i
7
274
472
30
17a
164
17
162
2
2
1038
18
2 z
23 2
74 i
9
27
47
36
20 e
20 ;
20 ;
19 z
2 e
2
1 426
24
3
30 a
80
9
43
37
47
27 z
27 e
26
26 4
2 2
2 2
2137
30
3z
37 ;
77
12
54 2
22 i
60
34
33
33 s
32 z
3
3
2990
36
4
44
97 s
16
50
37
71
40 e
40
39 ;
39
3 i
3 z
3960
42
1
4 z
52 z
J
98 e
22 ,
]
51 e
37
77
1
47 z
J
46 a
1
46 a
45 8
4 ,
3 2
5160
48
5
59 i
99 1
25 2
701
29
83 a
53 3
52 7
52 a
51 3
4 q
3 z
6480
54
5 i
65 s
104
26
65
39 i
89
59 T
58 1
58 1
57 Z
4 L
4 i
9370
60
6
72
103 i
28 z
57 z
46
56
65 -'
65
64 �
64
4
4
11650
N.C. PRODUCTS P.O. BOX 27077 RALEIGH, NC 27611 [phone]
1-800-662-1983

POND PEAK DISCHARGE
SUMMARY
-
Q(10) post -developed
= 13.7
32.8
cfs @
cfs @
WSEL = 13.8
WSEL = 14.7
Q(50) post -developed
0(100)post-developed
=
= 48.6
cfs @
WSEL = 14.9
GRATE TOP
0. 5.0'
\WELDED BAR
TRASH RACK EL=14.25
BOLTED /N PLACE
90' ELBOW DOWN
8" BELOW WSEL 13 ' 4
4
1.25'
WEIR
4
WSEL70.0
*30,699c(
SB
2" PERFORATED
PVC W/ GRAVEL
POND BOTTOM
AND FABRIC FILTER
EL= 5.25
ELEV= 2.5
POND MAY BE OVEREXCAVATEO
TO PROVIDE SEDIMENT STORAGE FOUR
STANDARD
2'%3'
GRATES
NCDO7
OR EOUAL
713 —
GRATE TOP
EL= 11.5
2 — 24"'RCP
INV=
® 0.31 7
10.0
1. CONC. INV= 10.0
or GROUT
OUTLET
PIPES 0
1 2.5' SUMP
=BASE
4'x 10'Precosf Conc. Box, Tindall UV0410 OR EOUIVALEf%
SECTION VIEW
WE
W
—4' —0 TYP.
nM
SEE DEFOR
L, 14
NPLAN VIEW
CRATE
PLAN VIEW
•5.
24 " RCP
OUTLET STRUCTURE DETAILS
NOT TO SCALE

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
September 16, 1997
Mr. Jeff Malpass
Hanover Design Services
319 Walnut Street
Wilmington, NC 28401
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970713
Antiqua Apartments
New Hanover County
Dear Mr. Malpass:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Antiqua Apartments on August 19, 1997. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
�1. I never received a copy of the calculation booklet, however, with a few modifications, the
single sheet you have submitted is sufficient. Add the surface areas provided at 11 and 11.5.
2. Have you added the area of the sidewalks from the parking lot to the front doors to the permit
application and calculations?
3. The footprint you have submitted is not complete. The footprint only shows one of the 4
building sizes. Please add complete dimensions for all four buildings to the plans.
4. The 65.76' dimension provided for the permanent pool appears to be for contour 11, not 10.
Please add dimensions for each side of the figure created by the permanent pool contour.
2 5. Raise the forebay weir elevation to at least the permanent pool. Aesthetics cannot be
considered in pond design. With proper design and maintenance, the weir section will not be
an eyesore. See detail, enclosed.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Malpass
September 16, 1997
Stormwater Project No. SW8 970713
6. Add the cul-de-sac detail with pavement and right-of-way radii noted.
7. The street section shows both 12' and 15' lane widths. Please specify which width is used for
this project. The street section also shows sidewalk, but the rest of the sidewalks on the
project, per the parking section detail, ar 4' Is this correct?
e8. What does the 174,100 square feet listed under "Other" on the permit application represent?
9. The building area on the application is 96,000, but the Sheet 1 summary shows 87,610. If you
want to account for more built -upon area call it "Future", don't just add a Factor of Safety
to your overall total.
10. Detail for Type A curb.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to October 16, 1997, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
RSS/arl
cc
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda, Lewis
Environmental Engineer
S:\WQS\STORMWAT\ADDINFO\970713. SEP
Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Oppornmity Affirmative Action Employer

HAiNOVER DESIGN SERVICES, P.A.
[phone]
319 WALNUT ST.
WILWNGTON, NC 28401
ro -
DATE
SUBJECT
7e (` (« Q. {- �i v �. L7 /
SIGNED
Please repty ❑ No repty necessary

'f. ,s
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Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
AUGUST 7, 1997
Ms. Linda Lewis
N.C.D.E.H.N.R.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
nE C E I V E
luu{ AUG 191997 D
Re: ANTIQUA, revisions as per State request
PROJN E vR-b%(3
Dear Linda:
As per request number 1, the drainage calculations were
included in hand written form and attached in the middle of the
stormwater management & erosion control booklet, for ease of
reading I typed the calculations.
2 As per request #2, the owner has provided us with a footprint
of the buildings, in this package you will find the attached
drawing. 0 8M f
As per request #3, the new application has been filled out and
signed by the owner.
As per request #4, the dimensions for walks,parking and
permanent pool have been added to attached drawing 1 of 2.
As per request #5, the road section details have been added to
drawing 1 of 2.
As per request #6, the owner has provided us with a drawing
that includes sidewalks approaching buildings, which have been
added to drawing 1 of 2.
As per request #7, the note stating that all roof drains must
be directed so that the run off is sent to pond has been added to
drawing 1 of 2.
As per request #8, the nearest city has been added to the
location map.
As per request #9, the offsite runoff has been accounted for in
the pond design.
319 Walnut Street Wilmington, N.C. 28401 [phone]

As per request #10, the drainage areas have been delineated and
is attached on drawing 1 of 2.
If you have any questions, or require any additional information,
please feel free to contact me.
Sincerely,
Jeffrey B. Malpass, EIT
k4g, 146 � �- 7-,

STORMdHATER
Hanover Design Services, P.A. nn E C E I V E
Land Surveyors, Engineers, Land Planners R AUG 191997 EJ
D E M
ANTIQUA PROJN
Additional Calculation Summary for D.W.Q. -
WATER QUALITY CONSIDERATIONS -
Impervious area calcs: See Project Data Sheet
SOME OFFSITE AREAS DRAIN TO POND
IMPERVIOUS TO POND
OPEN AREA
TOTAL AREA TO POND
use 10.6
= 6.62 ACRES
3.9 ACRES
10.52 acres
CARO(j''•
.rook, .y4
CCIn:
SE AL
20007
S.
* Retention of first 1" of run-off: C.3-7 �c37
SA REQUIRED: 6.62 x 0.98 + 3.9 x 0.20 / 10.52 = 0.69 USE 70%
At 7.5'
depth,
90% TSS
removal, from
chart - SA
factor = 2.3
10.6 x
0.01 x
2.3 =
0.2438 acres
-----------------------------------
= 10,620
sf SA REQUIRED
At
Elev =
10.00 -
-----------------------------------
0.346 acres
-----------------------------------
= 15,073 sf
SA PROVIDED
Factor of Safety = 1.42
VOLUME REQUIRED: ((6.62 x 0.98 + 3.9 x 0.20) x 1/12)43,560 =
26,382 cf REQUIRED STORAGE
--------------------------
At Elev. = 11.5 - 30,699 cf PROVIDED STORAGE
--------------------------
--------------------------
Factor of Safety = 1.16
Average head from storage elevation to CL oriface -
11.5 - 10.0 /2 = 0.75'
* 2" PVC drain to drawdown pond:
Oriface Eq'n: Q = CA(2gh)^1/2
Q = 0.6(.022)(2.0 X 32.2 X 0.75)^1/2
= 0.092 cfs
T = 337,450 sec. = 3.9 days OKAY
Forebay Comps: Volume required = 30,699 X 20% = 6,140 cf
Volume provided = 7,623 cf
319 Walnut Street Wilmington, N.C. 28401 [phone]

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
July 29, 1997
Mr. David Hollis, P.E.
Hanover Design Services
319 Walnut Street
Wilmington, NC 28401
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970713
Antiqua
New Hanover County
Dear Mr. Hollis:
The Wilmington Regional Office received a Stormwater Management Permit Application for Antiqua
on July 14, 1997. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. The design calculations were not included in the submittal.
2. Provide a typical unit footprint and show all wood decks and concrete patio areas.
3. The Operation and Maintenance Plan has been revised. Note the inclusion of forebay and
pond design depths, and the deletion of the notary requirement.
4. Provide dimensions for the walks, parking lot and permanent pool.
5. Provide a road section detail.
6. Why are there are no sidewalks shown from the parking lot to the front door?
7. Note on the plans that all roof drains must be directed so that the runoff is sent to the pond.
8. Please begin the habit of adding the nearest city or town name to the location map.
127 Cardinal Drive Extension, Wilmington, N.C. 284053845 • Telephone [phone] • Fax [phone]
An Equal Oppormnity Affirmative Action Employer

Mr. Hollis
July 29, 1997
Stormwater Project No. SW8 970713
9. Has offsite runoff been accounted for in the pond design, or diverted?
10. Please delineate the drainage area to the pond, if offsite areas are included, or if it is different
than the site area.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to August 29, 1997, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
4cbu "
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970713.JUL
cc: Linda Lewis
Central Files
►J

HANOVER DESIGN SERVICES, PJL
[phone]
319 WALNUT ST.
WILMINGTON, NC 28401
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