SW8001125_HISTORICAL FILE_20010216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW S(D�O/�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

e.. 4
State Stormwater Management Systems
Permit No. SW8 001 125
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWA`TER MANAGIIMENT PERMIT
1-11GH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes o{'North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTI�D TO
Carlerel Commons, LLC
Pier 1 Imports
Carteret County
FOR THE
cansiruction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
21-1 .1000 (hereafter referred to as the "stormwatcr rules") and the approved stormwatcr management plans and
spcci f ications and other supporting data as attached and on File with and approved by the Division of Water Quality
and considered a part of this permit.
'['his permit shall be effective from the date of issuance until February 16, 2011 and shall be subject to the following
specified conditions and limitations:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwatcr described in the
application and other supporting data.
2. This stormwatcr system has been approved for the management of'stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwatcr control has been designed to handle the runoff from
60,840 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of' this permit, and per
approved plans.
5. The runoff from all onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwatcr control system.
6. All design elements of the system must meet those outlined in NCAC 2H.1000,
2

State Stormwater Management Systems
Permit No. SW8 001125
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index 4:
Classification of Water Body:
If Class SA, chloride sampling results
fond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, FP:
Offsite Area entering Pond, ft2:
Required Surface Area, ft':
Provided Surface Area, ft':
Required Storage Volume, W:
Provided Storage Volume, ft':
"temporary Storage E`Icvation, FMSL:
Controlling Orifice:
Draw Down `I'inne:
Pier I Imports
SW8 001 125
Carteret County
Mr. E. Blanton Hamilton, Jr.,.Vice President
Tribek Management, Inc., Manager
Carteret Commons, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
January 24, 2001
UTNewport River / WI-10 2 1 -1
?V
nla
5
16
1.67
60,840
none, per Engineer
4,358
4,887
4,866
6,338
17.16
1 " + pipe
3 days
3

119
State Storinwater Management Systems
Permit No, SW$ 001 125
IL SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prier to the construction of any built -upon surface.
2. During construction; erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance flan must
be followed In its entirety and maintenance must occur at the scheduled intervals including, but not l hilted
to:
I
. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes,
d. immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. ]'his permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
f the stormwater system was used as an Erosion Control device, it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility.
9. A modification must be permitted prior to any construction. The following items will require a modification
to the permit. The Director may determine that other revisions to the project should require a modification
to the permit:
a. Any revision to the approved plans, regardless of sire.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of the project area. The project area is dcfined as all property
owned by the permittee, for which Sedimentation and Frosion Control Plan approval was sought.
F. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. A copy ol'the approved plans and specifications shall be maintained on File by the Permittee for a minimum
often years from the date of the completion of construction.
m

State Stormwater Management Systems
Permit No. SW& 001 125
11. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
12. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
13. The Director may notify the permittee when the permitted site does not meet. one or more Of' the minimum
requirements oftlie permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
14. The permittee shall notify the Division ofany name, ownership or mailing address changes within 30 days.
111. GENIIRA1, CON1)ITI0NS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, doCnmentalion from the parties Involved, and Other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying; with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
In the event that the facilities fail to perform satisfactorily, including the Creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
5. The pernnittec grants DE`NR Staff permission to enter the property during normal business hours for the
purpose of inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing; of it request for a
permit modi fication, revocation and reissuance or termination does not stay any permit condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina F'rosion and Sediment Control Planning and Design Manual.
Permit issued this the I6th day of February, 2001.
NORTH CAROL.INA I NVIRONMFINTAI_, MANAGI-Mf,,NT COMMISSION
Kerr T. Stevens; Dirccior
Division of Water Quality
By Authority of the l'nvironmental Management Commission
Permit Number SWS 001125
5

PROJECT: PIER 1 IMPORTS COMMERCIAL SITE
LOCATION: MOREHEAD CITY, CARTERET COUNTY, N.C.
PROJECT AREA TABULATIONS:
TOTAL TRACT AREA=
80947 SF
1.858 ,AC
PROPOSED IMPERVIOUS SURFACE AREAS:
BUILDINGS:
PIER 1 IMPORTS=
9460 SF
0.217 AC
RETAIL SPACES=
6000 SF
0.138 AC
SIDEWALK=
1660 SF
0.038 AC
PARKING/DRIVE AREA=
43720 SF
1.004 AC
TOTAL=
60840 SF
1.397 AC
RUNOFF CALCULATIONS:
USING RATIONAL METHOD: Q=CIA
RETURN PERIOD 10
YEARS
Tc 5
MIN.
INTENSITY 7.23
IN/HR
RUNOFF COEFFICIENT 0.1
GRASSED AREAS
1
IMPERVIOUS AREAS
PROPOSED PROPOSED
DA AREA AREA
IMPERVIOUS AREA IMPERVIOUS
%
Cc 010
(SF) (AC)
(SF)
(CFS)
1 (TOTAL) 72716 1.669
60840
83.7
0.85 10,30
1A 35626 0.818
33609
94.3
0.95 5.61
113 27231 0.625
27231
100.0
1.00 4.52
1 C 9859 0,226
0
0.0
0,10 0,16
Notes:
1. SEE DRAINAGE AREA MAP.
RECEIVED
Nov 2 2 2000
nwe�!
PROJ #
Fde: kgipier$.wb3

S� I I
lb

VZ.
Id
45�
STCONRZJ�w
Poo
f7
CURB
P1 7R AND GUTTERL RTS
(9460 IMPSFO�
DETAIL
(609b (l? SFie
-oll
m

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
SHEET NO. OF, D _�
CALCULATED BY r "'� DATE `! ! ' C, 0
CHECKED BY DATE C Zi OO
erei F

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Pi e
I T— o"�7 0
00
C ;-c, I S
JOB '-
lo
SHEET NO.
OF
CALCULATED BY-
DATE
CHECKEDBY-
DATE
JF
.......... ............. ............ ........... .......... ... ..........
54
. ... ...... ... ....... --J ... .......
.... .. ... .. . .... .. .. .. .......
7 ............ . ............. . .........
.............. . ....
. . ........ ... .......
. ...........
....... .... .......... ...
... ... .......... . .. .. .. . .. ........ . ...... ..... .. ...... .. .. ..... . .. ....... .
.... .. ..... ...... .........
..... ... .. .. ............
................ ... ..... ......... .. ................ .. ............. ..........
sk
.. ...... .......... ..
..... ..
.....
............ ... ............. ....... .............
. - - - L..64....16
. . .....
. .................. .......... ..
.... ...... ................. . .. .... . . .......... .
. ...... .. . ... ......
............. .. ...... .. ... .. .. . ... ........... . ...... .. rt ...... ..... ... .. ... ...... ..... ..... .... .
. ... .... ... . ............
.. ........ ....... ...... .. .. .. ....... .
..... ... .. ...... ...... .. .. .... ........ .........
. ...........
. .. ... .. .........
.... . .. .. ......... ...... .... . .... ........ ...... .......
..... ... .... . ..... .. .
...... ............ . . . ...... . ......
e,. .
. . . ............. ...
........... — .. ...... .. ..........
.............. .. . ..... .. . ..... ... ...... ......... .. . . .....
......... ...
.. ...... ...... . .. ....
....... .....
..
............ . ........ .... ..................... .. . ...... .. .......... ...
............ . ...... ..... "0-1 .. ... ...... ......... ..... ....
...... ......... . .....
.... ...... . ...
hr 5.J
..............
.. ......... .. .. ........... ............. ... . ..............
.. ...... .. ... ... .. ... ... ..
....... ... .. ...... ....... ..... .........
........ .... .... ....... .... I . ........
. .. . .. .......
U� p
... .. . .. ....... ... . ..... . ........ .. ..................... .... .............
4-.-3 ........... ..... .... .
. ..... ... . .. ... ... ... ...... ... .. ... ... .. .. .
. . . . . . . . . . : . . . . . . . . . . . . . .
m y ...... ... . .. ......... .............
............ ................ ...
.......... ........ ..... .. . .....
....
... .. . ... ...... ..
.. ... ......... . - ............
........... --- . ... .......
.............. ........... .
. ......
... .. ...... ... .. . ... ... .. ...... .. ........ ... .. ..... .. ... . . ... .. ..... ..........
..........
..........
....... . ...
..... ..
.......... ....... .......
SE AL
..... ..... . ..
... ... ....
N/ N
4
........... ...... ....... .. .... . ......... .
. ... .... ..... ... .... ........ ..... .
.... . ..... let W�
...... ....
... . ...... .
00
PRDDAI ?N-1 rjrgk Vmlftp 205-1 (padmi

WET DETENTION DRAWDOWN
orifice size=
orifice dia.=
orifice area=
Cd=
time increment
storage volume=
overflow el.=
perm. pool el.=
Time
Increment
(minutes)
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
1 in.
1.049 in.
0.0060 sf
0.72
120 minutes
5272 cf
17.16
16
(inside diameter)
(required 1" volume)
Cumulative Cumulative
Volume Height
Time Time
Initial
(minutes) (hours)
(cf) (feet)
0
0
5272,00
120
2
5272.00
240
4
5003.22
360
6
4741.38
480
8
4486.49
600
10
4238.54
720
12
3997.54
840
14
3763.49
960
16
3536.40
1080
18
3316.27
1200
20
3103.09
1320
22
2896.89
1440
24
2697.65
1560
26
2505.38
1680
28
2320.10
1800
30
2141.79
1920
32
1970.48
2040
34
1806.16
2160
36
1648.84
2280
38
1498.52
2400
40
1355.23
2520
42
1218.95
2640
44
1089.71
2760
46
967.51
2880
48
852.37
3000
50
744.30
3120
52
643.31
3240
54
549.42
3360
56
462.65
3480
58
383.03
3600
60
310.58
3720
62
' 245.34
3840
64
187.36
3960
fib
136.69
4080
68
93.41
4200
70
57.63
4320
72
29.53
4440
74
9.42
4560
76
-1.94
4680
78
ERR
4800
80
ERR
4920
82
ERR
5040
84
ERR
�streeornr
�
,�.•` � {_,ice �;1(
ray
SEAL
FJ; fh`C1
`%,
Flow
Volume Volume
Out
Out Remaining
(cfs)
(cf) (co
1.16
0.0373
0.00
5272.00
1.16
0.0373
268.78
5003.22
1.10
0.0364
261.84
4741.38
1.04
0.0354
254.89
4486.49
0.99
0.0344
247.95
4238.54
0.93
0.0335
241.00
3997.54
0.88
0.0325
234.05
3763.49
0.83
0.0315
227.09
3536.40
0.78
0.0306
220.13
3316,27
0.73
0.0296
213.17
3103,09
0.68
0.0286
206.21
2896.89
0.64
0.0277
199.24
2697.65
0.59
0.0267
192.26
2506.38
0.55
0.0257
185.29
2320.10
0.51
0.0248
178.30
2141.79
0.47
0.0238
171.32
1970.48
0.43
0.0228
164.32
1806.16
0.40
0.0219
157.32
1648,84
0.36
0.0209
150.31
1498,52
0.33
0.0199
143.30
1355,23
0.30
0.0189
136.27
1218,95
0.27
0.0180
129.24
108971
0.24
0.0170
122.20
967,51
0.21
0.0160
115.14
852.37
0.19
0.0150
108.07
744.30
0.16
0.0140
100.99
643.31
0.14
0.0130
93.89
549.42
0.12
0.0121
86.77
462.65
0.10
0.0111
79.62
383.03
0.08
0.0101
72.45
310.58
0.07
0.0091
65.24
245.34
0.05
0.0081
57.98
187.36
0.04
0.0070
50.67
136.69
0.03
0.0060
43.28
93.41
0.02
0.0050
35.78
57.63
0.01
0.0039
28.10
29.53
0.01
0.0028
20.12
9.42
0.00
0.0016
11.36
-1.94
-0.00
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
ERR
File: kgIDETENT10N.wb3

fAWXIMIrS *5aeu:2DS-iOWK

PAppUL12w rmo swftI mi fP+wol

Joe t L o a itQ VCR ► c. I �`� �°.
STROUD ENGINEERING, P.A. SHEET NO. ofy
Hestron Plaza Two
CALCULATED
151 A Hwy. 24 BY DATE
p d
MOREHEAD CITY, NC 28557 CHECKED BY DATE
[phone] 1
MORV 2D4.1Fogh &hfti?C&,cPWMi

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
PRppllL7 2W.1(S-0 s%mj ms-1 ma"
k
�oB O e r 1 Iryj2b(J5 (PbTrg^er `SIG i ��� e
SHEET NO. 9 OF
CALCULATED BY k a DATE if cs loo
CHECKED BY DATE
1Al
crai G

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
y�
.1o6 1 f f ,(_..-�-r1^!�J(%i ..� `� GyY1ii1P iL:c . I J e
SHEET NO, OF
~
CALCULATED BY 1"' DATE t f o
CHECKED BY DATE
S(_dl K
PROW) K4 11S.gk Sh 11120 .1 {P-m1

85% TSS REMOVAL IN COASTAL COUNTIES
(30 FOOT 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%
.9
.8
.7
.6
.5
0
0
0
0
0
20%
1.7
1.3
1.2
1.1
Lo
.9
.8
.7
.6
.5
30%
2.5
2.2
19
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
7 0 %
6.0
1 5.2
4.5
4.1 1
3.7
*3.3
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7 I
4.2
3.7
3.2
2.7
2.2
2.0
90 %
7.5'
6.5
5.8
i
5.3 '
4.8
4.3
3.8
3.3
2.8
1.3
100%n
8.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3.2 . ,
2.6
*Revised I0131197
90 % TSS REMOVAL IN. COASTAL COUNTIES
(NO VEGETATED FILTER REQUIRED)
i
DEPTH
3'
3.5'
4.0'
i
4.5' '.
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
I 0%n
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
.1
20%
2.4
2.0
1.8
1.7
1:5
1.4
1.2
1.0
.9
.6
3 0 %
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 „ 1
3.1
2:8
2.5
2.1
I.8
1.4
1.1
50%
5.6
5.0
4.3 a
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
i
6.4 j
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 1
3.6

18-7
DRAINAGE & SEWERAGE— HYDRAULIC COMPUTATIONS-5
L
a = Cros9 - secifonal For ptpes {ull
_ area of waterway or half- full
— o= wetted perimeter R
4
R = P = Hydraulic radius.
SECTION OF ANY OPEN C14ANhEL SECTION OV CIRCULAR PIPE
V Averege or mean velocity in feet pet- second.
Q = a V a Discharge of Di�oe or channel, in cuhic feet per .5eeol7& (e. f.s.).
n = Coefficient of roughness ofloipe or channel svrf'ece , see Tcb/e A-Py./8 G8.
S S/o�oe of Hydrae/ice Cradient (wo1er surfoce in open charre/s or p1�oes not
under Pressu�'e, some as slope of chonnel or pi)oe invert only when f10W
is uniform i/7 con3t017t section.
FIG. A- HYDRAULIC ELEMENTS OF CHANNEL SECTIONS.
100
90
'
60
r
7
'70
V
• u1
60
4
U
50
0
40
u-
0
30
=
F-
(
u.l
20
O
to
0
v iu cu au 40 ov 1 (-o iv ou vu Iuu _ uu +zu
HYDRAULIC ELEMENTS (o
PER CENT OF VALUE 1 FOR FULL SECTION (APPROXIMATE)
EXAMPLE: Given : D /.5 cho/7ye -/2 c. f. s. fh,-ocigh a pipe which has capocily {/olving {u//
of /5 c. f S. at o veto city of 7.0 f' per s;ec. �Peyuired fo fed Yfvr Q = l2 C. f S.
Percentage af'fall discharge - 7s 80% Z' ter cfiorf of 80% of yo%ue
/or fullsecAbI7 of h'ydrou/ic .E/e177e1'71s-, find !/=//2.5%x7=7.9 f"f per sec.
FIG.e-VALUES OF HYDRAULIC ELEMENTS OF CIRCULAR SECTION
FOR VARIOUS DEPTHS OF Fl.nw.

I 1
Appendices T1 J
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Bank and channel lining procedures", New York Department
of Transportation, Division of Design and Construction, 1971.)
Nate: To use the following chart you must know:
(1) Q full capacity
(2) Qto
1 (3) V full
(4) V10
where Q = discharge' in cfs and V = Velocity in FPS,
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Vo at culvert or paved channel outlet,
Step 2) For pipe culverts Do is diameter.
[ For pipe arch, arch and box culverts, and paved channel outlets,
Do=Ao, whcre A.= cross -sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
Steli 3) For aplron grades of 10% or steeper, use recommendations
For next higher zone. (Zones 1 through 6).
i
20
14l4l
y`F
1
in t5
d
t�
C�
0 10
i
V:;.
I
o�
�
y
F
lirl��
ttmm>ottuar�nnn[�►�tmorQ[
1msl�ppRtdi�1`toq��s
�'VQ�a10
ttatn�nr[trt�a�
m.ttv.rwl
I �z' N x ;� si• I - I
0 r 51 10, IT
11 DIAMETER (Ft.)
Figure R.06.b.1 Z� [
i
Rev. 1 V)3
I
Y
1 1
20' 25'
8.06.5

13
i
R
iAPR�./I■ MAT ERK
PROTECT CULVERT
Li
TO PREVENT SCOUR
HOLE USE L2 ALWAYS
L2
1
STONE FILLING (FINE) .:. '' ' CL. A'
3 x Do
4 x De
2
STONE FILLING (LIGHT) CL. B
3 x Do
6 x Do
3
STONE .FILLING (MEDIUM)"CL. 1'
4 x Do
8 x Do
4
STONE FILLING (HEAVY)" CL, 11
4 x Do
8 x Do
5
STONE FILLING (HEAVY) CL. 2
5 x Do
10 x Do
6
STONE FILLING (HEAVY)'. CL. 2
6 x Do
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STILLING
BASIN OR LARGER SIZE STONE).
Fig. 8.06.b.2 •
i
Width = 3 timCS pipe dia, (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
Step 1) Use figure 8.06.b.3 to determine maximum stone size (e.g. for 12
Fps = 0" or 550 lbs.
Step 2) Use figure 8.06.b.4 to -determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone, and the maximum ';':? •.
and minimum range in weight should be 25-500 Ibs.)
Note: In determining channel velocities for stone linings and revetment, use
the following coefficients of roughness:
Diameter Mannin's Min. thickness
.,(inches) "n" ,of lining (inches)
Fine 3 0.031 9 12
Light 6 0.035 12 18
Medium 13 0.040 18 24
Heavy 23 0,044 30 36
(Channels) (Dissapators)
8.06.6 Rev. I Z93

P. 1
COMMUNICATION RESULT REPORT ( JAN.18.2001 9 14AM )
— ---TTI NCDENR WIRO
FILE MODE OPTION
——--
486 MEMORY TX
ADDRESS (GROUP)
--- ------------------------
— --
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
RESULT
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
1
North Carolina
Department of Environment and Natural, Resources
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Division of Water Quality
Wilmington Regional Office
�I
FAX COVER SHEET
Date: January 18, 2001
To: Ms. Kathleen Gray
Company: Stroud Engineering
FAX #: [phone]
DWQ Stormwater Project Number: SWS 001125'
Project Name: Pier One Imports
MESSAGE:
NCDENR
NORTH CAFpG1NA DEPARTMENT OF
ENMPCINMENT AND NovuRAI- RrzouFtGF-a
(Nko. of Pagec:L�O
m: Lindaster Quali' E
4
Phone # [phone]
- Stormwater
Dear Kathleen:
The LLC must have a manager. If Mr. Hamilton is aiot the designated manager of the LLC, then he cannot sign the
application. If he wants the permit issued to Carteret Commons, LLC, then the application needs to be signed by
the person who is named in the Articles of Incorporation as the Manager or President or. Vice President.

North Carolina
Department of Environment and Natural) Resources
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
Datc: January 18, 2001
To: Ms. Kathleen Gray
Company: Stroud Engineering
FAX #: [phone]
DWQ Stormwater Project Number: SW8 001125
Project Name: Pier One Imports
MESSAGE:
Dear Kathleen:
0;'0
A1
NCDFNR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
No. of Pages: I
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
The LL,C 111LIst haVC a manager. If Mr. 11arrii1ton Is not the designated Manager of the 1 I,C, then he cannot sign the
application. If he wants the permit issued to Carteret Commons, I.I.C. then the application needs to be signed by
the person who is named in the Articles of Incorporation as the Manager or President or Vice President.'
S:IWQSIS`I'ORM WA`I'IADDINI�'01001 125.JAN
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 'Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycted110% post -consumer paper

i
I
Stroud Engineering, P. A.
Hestron Plaza Two, Suite A
151-A Hwy. 24
Morehead City, North Carolina 28557
TEL. No.: [phone]
FAX: [phone]
FAX Transmittal 1
'over Sheet
Date: Y 0 !D IJobNo.: e Vit 073-
#Of Pages (Including Cover Sheet): 5
Project: PI, t/k-lli 11 ,� ar6
From: / 611 a
To: L4
(�
Attention: jaw; s
FAX # 1 a ..350
- 60"
Remarks:
P.,r
�eui ewi ri
�,a Ih o r
bra
oes nof
Se•e +D b e- a_ rN ame i,-
e
d1 V
i
Transmitted as checked below:
❑ As Discussed © As Requested
For Your Review ❑ For Comment
lt
❑ For Your Information U Original to Follow in Mail
❑ For Bids Due
107 Commerce Street
Suite B
Creenville, N. C. 27858
[phone]
3961-A Market Street
Suite A j
Wilmington, M iC. 28403
[phone]
I
❑ For Approval
❑ For your Use
2000
Hestron Plaza Two, Suite A
151-A Hwy. 24
Morehead City. N. C. 28557
[phone]
f ■
i
i 'd HO�LI ZZsZ 'ON Xvd A I HaNHNd HOKS WV '0E : 6 Hi 10-9 I -M ■ �

1
•Jai
18. 2001 2:08PM
No-2028 P. 2/5
NORTH CAROLINA
9 P Department of The Secretary of State
CERTIFICATE 4F EXISTENCE
(Limited Liability Company)
. I
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify that
CARTERET COMMONS, LLC
is a limited liability company duly formed under the laws of the State of North Carolina,
having been formed on the 28th day of August,,2000.wiYh its period of duration ending
Perpetual.
I FURTHER certify that the said limited liability company's articles of organization
are not suspended for failure to comply with the Revenue Act of the State of North Carolina;
that the said limited liability company is not administratively dissolved for failuwrc to comply
with the provisions of the North Carolina Limited Liability Company Act; and that the said
limited liability company has not filed articles of dissolution as of this date of this certificate,
C ReAtinn tit mbn: M"9764 PAW 1 of 1
I
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official sea] at the
City of Raleigh, this 32th day of October, 2000.
I
I
Secretary of State
I
Verify 0%W es Wcam artiine at ww+w.secm4ay_state.ne vWarlftwian.
Z 'd
HULtHsz 'OBI xvd I O1+IARBI� NH QHKQ� NV 61:6 I1H1 IO-OI-II'wf

y�•,t
}an.l8. 2001 2:WM
,r
STA1
NORTH
No.2028 P. 3/5
To all whom these presents shall come, Greetings:
. I
1, ELAM F. MARSHALL, Secrctary of State of the Static of North
Carolina, do hereby certify the following and hereto attached to be a true copy of
I .
ARTICLES OF ORGANIZATION
�1
OF
I
CARTERET COMMONS, LLC i
the original of which was filed in this office on the 28th day of August, 2000.
! IN WITNESS WHEREOF, t have hereunto
i set my hand and affixed my official sea{ at the
City of Raleigh, this 28th day of August, 2000.
Secretary of State
1
BHtL�ZZSZ 'ON JXVi
A1d3di+ii5Nd Hole l V4 SII �1 I iO-Bl-igVr

Is
I1a.2423 P. 4/5
State of North Carolina
Department of the Secretary of State SOS10:.561934
Dalte Flied: 812812000 8:38 AM
T10 2-3-2 Limited Unbility Company Elairm F. Marshall
`a ARTICLES OF ORGANIZATION Noah earolina secretary of State
PursuaY t to §57C 220 of the General Statute3 of North Carolina, the undersigned does hereby
subtnit these Articles of Organization ibr the ptuposa of forming a limited liability campsny.
1. The name of the limited liability company is: CARTERET COMMONS, LLC
2. if the limited liability company is to dissolve by a specific date, the incase date on which
the limited liability catzpany is to dissolve: (41m dare far dfssolwfon ii speeffkd there
,rhvll be no 11miton the drag fon of the Ifir kd 1iabfhty company.)
3. {tip anal) The came and address of the initial mrmbar(s) of the limited liability
company is as follawa:
I
relfmi W Mathis Scott C. Borg E. Blanton Ratmiltoa, Jr.
200 Frovidevoc led. 200 Povfdwee Rd. 200 Providence Rd.
Suite 106 Suite 106 Suite 106
Charlotteo NC 28207 C6ariottk NC 28207 Charlotte, NC 28207
4. The name and address of each peewee executing these articles of organization is as
follows: (Stare whether each person Is execwLng these articles oforganfzarfon in ,the
coparity of a member or an orgardier.)
William N. Harrier Esq., Orgsnker'
EU:nnedy Covington Lobdell & Hickumn
Bank of America Corporate Center, Sri 4200
100 North Tryon Street
Charlotte, NC 28202 ,
5. The street address and county ofthe initial registered office of the limited liability
ConPany is:
Number and Shut 200 Providence Road, Suitc 106
City, Srste, Zip Code Citariotte, NC 13207 Conmty: Mecklenburg
6. 11c mailing addrm (tdiffacni ftom the street address of rho initial registered office is:
7. The name of the initW regisWed agent is: E. Blanton Hamilton, Jr.
1fJH7uA1
� 'd
86PLG NsZ 'OBI XV9 HHHHNIDNE HORIJ Kly- 0�:-6 H1 I0-81-Tv"'f

2:}OPM Na.2028- P. 5/5
Check one of d:e f'oflowint
(i) Member-maeged LLC: all manbm by virtue of their status as members -
shail be managers of dAs Limited liability company.
Manager-amnageedLEC. except as provided by N.C,G.S. Section $X-3-
20(a), tha members of d is limited liabllity company 9MU not be managers by virtna of
thou' status as mmubet's.
9. Aqy other provisions tbat ttto limited liability company elexts to -include arc attached•
10. Tbesa articles will be effective upon filing, unless a date and/or time is specified:
This is 61 `� d8Y of August, 2000.
or
srgrarz�
Wllbam � Hams. Or�aa�er
Type or Prtnr Name and 37fle
NOTES:
t. Fi1' fea is S125. This dooms and ono oxmt yr waCarmed Secretary ofarr�g copy of �e ardcks mLLss be filed with riu
t
rRrvLrr:d use 1999) (Fame G•U)J
COMRA71ONS DrMON P.Q. Box 29622 RALEIGK NC 276264=
LID: Cot
:.•
5 d 860IG�cZG� ON XV HHH3NIAH CKOHS N[v W6 HI I0-21-N'ff

5
FAX Transmittal
Covet Sheet
Stroud Engineering, P. A.
Hestron Plaza Two, Suite A
151-A Hwy. 24
Morehead City, North Carolina 28557
TEL. No.: (252) 247=7479
FAX [phone]
Date: -7 p Job No.: D53-
#Of Pages (including Cover Sheet); 2—
Project: P 1 tc I- , 60-t 'g-'U�
From: (2 ,r-&
To: .0—r)u u?— — 0 W (a �,)\ e b
Attention: L ,VL0( 0. L i t
FAX # (} -- .35' b a y
Remarks:
A.LQ- a�b�- Yr4�v1r� p
a-� ✓-" A&A 0a-.fix
Transmitted as checked below:
❑ As Discussed 1] As Requested
For Your Review ❑ For Comment
C] For Your Information ❑ Original to Follow in Mail
❑ For Bids Due
❑ For Approval
❑ For your use
2000
107 Commerce Street 3961-A Market Street Hestron Plaza Two, Suite A
Suite B Suite A 151-A Hwy_ 24
Greenville, N. C. 27858 Wilmington. N. C. 28403 Morehead City, N. C. 28557
[phone] [phone] .[phone]
i d 8601L�GZ�G 41� Xbd DNIMNIONH QaOKS Ad H.:Gl Ud IO-LI-PIYf

,-, - I tKorn o .
F,,,t- 9 1 o-- 3 s o -26a w
Tb =
FrC41VA .
l 'a L ew,s ' )Jco Fjji- - �� b
S46rvvn lDp,�e ,r- proy-.
R e r 2. Zyy.\f o /+s ,
,00 , Sw �, a o 11 z. S
0-ari e.rei c d ,
-Pry fir,
q
Co e e,r n 4 le ,nns Z a v4 3�-
J . ti l Zo 1 V e.L) I Jk.0 e-H -e ir-, R-e- .Q.Q_9s ry,.4
(.1/v,c7 - -4v la-4- ke sQ/✓� vv\ C-
V f QJzo
•#- 5
"" ► 5 ol rrnevn loe r �a�'It-e�r�`� �O✓r�vti�✓1SJ� C
6 orµ woo viS 1 �S vtia 5e o�
b
Ma v� ate vr. enrt �jy\ C ,
'toe
1f i C-e- Pr e-st cLev-,+ r/, I r�
-le- avtao�e n�e�n� ✓�C,
c�d� �j Gtc P e r ►n s s kotAl ck 6�—)
1 s su-e-ck
Nty. re` o(Is L L C- beeac-s C
i i5 �-fkC
tjW✓�C�. Ptea5e r�v��s
Av1C1�
e4- ,, e_
z d HDL�Nsz 'OK X Y� ON I HM M] HOKS WJ L� : G I Gim i D-L I -N f

North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary
Division of Water Quality
Wilmington Regional Office
January 11, 2001
Mr. E. Blanton Hamilton, Jr., Member
Carteret Commons, LLC
200 Providence Road
Charlotte, NC 28207
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 001125
Pier 1 Imports
Carteret County
Dear Mr. Hamilton:
The Wilmington Regional Office received a Stormwater Management Permit Application for Pier 1
Imports on November 22, 2000. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
Delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none exist.
2. Carteret Commons, LLC is not listed with the Secretary of State. I cannot issue a permit to a
company that doesn't exist.
3. In order to sign the application, you must be the Managing Member of the LLC, or the vice-
president of a corporation. If you are not the Managing Member or a vice president, please
provide the Division with a signed letter of authorization from the Managing Member or vice
president allowing you to sign the stormwater application.
4. The plans show the client as Morton Commercial, Inc. New Bern, NC, but the application is
made in your name. How is Morton Commercial associated with this project? Who will own
this -project?
5. The orifice is placed straight through the outlet structure, resulting in the potential for clogging
from floating debris. Please either place the orifice at a negative slope, or provide a trash rack
for the orifice.
6. If the runoff from this project enters the Newport River at a point above. Little Swamp Creek,
the classification is "C", and a chlorides report is not necessary. Since one was submitted, do
I assume that the runoff enters the Newport River after Little Swamp Creek, and the
classification is supposed to be SA? Please clarify.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer W/o recyc1ed/10% post -consumer paper

Mr. Hamilton
January 11, 2001
Storm4vater Project No. SW8 001125
----------------------------------------------
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 February I I , 2001, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, prior to receipt of the Stormwater Management Permit is a violation of
NCGS I43-215.1 and is subject to enforcement action pursuant to NCGS 143-215:6A.
]'lease reference the State assigned project number on all correspondence. Any original documents that'
need to be revised have been sent to the engineer or agent. All original documents must be returned or new
originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please
feel fi-ee to call me at [phone].
Sincerely,
Linda Lewis .
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01001125.JAN
cc: Linda Lewis
Kathleen Gray
127 Cardinal Dr. Lxt., Wilmington, Forth Carolina 28405 Telephone [phone]t1 FAX [phone]
An'Equal Opportunity Affirmative Action Employer 9. 50% reevcled/10% nod-enn"..— ., --

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO ..INCOEA?
�.
119ETETI t3 @IF ETUUMMOTMIL
DATE 23 6
JOB rn psi-[�
ATTENTION �\
RE:
im 1-4 V TA TP_ n
..JJLU.& V j".&JV
.EJ%
I A KI I
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ PlaPROJ nss # ❑ Samples Specifications
❑ Copy of letter ❑ Change order ❑
i" -
■
DESCRIPTION
J1111
�� r I • s [��
Immr
I
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
xFor review and comment
❑ FOR BIDS DUE _.
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
�� 117.1161
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

lie
it
117
t.
JLI-
I
Jf

STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms. Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 001 125
Pier I Imports
Carteret County
Ms. Lewis:
January 23, 2001
RECEIVED
JAN 2-A 2001
DWQ
PROD #
The enclosed materials are being submitted for your continued review of the above referenced project. The requests
for additional information made in your January 11, 2001 letter have been addressed as follows:
1. Sheet 3 of the plan set contains a note concerning the existence of wetlands on site under the
`'notes" section stating that no wetlands exist on site.
2. Enclosed is a copy of the Certificate of Existence for Carteret Commons, LLC.
3. Blanton Hamilton has provided us with information concerning permit application signature
authorization. As stated in the Certificate of Existence, Carteret Commons, LLC is a manager -
managed LLC. The manager of Carteret Commons, LLC is Tribek Management, Inc. of which
Blanton Hamilton is the Vice President. The permit application and wet detention pond
supplement have been revised to state this information.
4. Morton Commercial, Inc. is the general contractor for the project and the direct client of Stroud
Engineering, P.A.. The project will be owned by Carteret Commons, LLC.
5. The detail drawing for the pond overflow device has been revised to show the orifice submerged
and screened.
6. The unnamed receiving stream for the project actually enters the Newport River at a point above
Little Swamp Creek where the classification is "C". The chlorides analysis was performed under
the assumption of an "SA" classification. The application has been revised to reflect the correct
classification.
We hope these enclosed materials and revisions aid in your review. Please call our office with any questions or
comments.
Sincerely,
Kathleen Gray, E.I.
Pile: kglpierlrevLwpd
107 COMMERCE ST. 3961 A MARKET ST. HESTRON PLAZA TWO
SUITE B SUITE A 151-A HWY. 24
GREENVILLE. NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

- ► -'�- STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24 ��
MOREHEAD CITY, NC 28557 �J
N
[phone] 1�
TO 1`J P— of V
2-��v\p i t���
c Z os
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints © Plans
❑ Copy of letter ❑ Change order ❑
DATE
ATTENTION LtyL4j�
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2-
( ! 3
�✓�.�` i d l l 2, b
SA c�d it S Q a
—1—
aq -irlaS 5> W-e� S
�--41
Z0 , o a
25 L - C�-s
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use
❑ As requested
I For review and comment
❑ Approved as noted
TR B ct"
E I I Vr H 27")
0
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
❑ FORBIDS DUE NOV 920n ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS ow
IJW
f 'e V II Iw,
d emu`
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

8-22-200 3: 46PM FROM ENVIRONMENT 1 12-S27560633
GREENVILLE, N.C. 27835-7085
STROI3D DMINEERIM, -.A.
ATTH& MR. LnMOOD STROtM
107 -B COMMRCS ST .
CREEMILLE ,NC 27856
PARAMETERS
Chloride, mgll
52MPIC • • Anikosis Metbod
del Date ADIrst Cody
37 08/11/00 CPH SM4500-CLB
P. 2
FAX [phone]
Drinking Water IDj 37717
xertevater I01 10
TD#z 8994
BATE COURCTEDe 09/08/00
DATE REPORTED : 08/11/00
REVXBWM BY:
RECEIVED
NOV 2 2 2000
DWQ
PROd #
Laboratory Analyses — Environmental Consultants

Environment 1. Inc. CHAIN OF CUSTODY RECORD � � �►; ;
P.O. Box 7085, 114 Oakmont Dr.
Greenville, NC 27858 Page of
Phone [phone] • Fax [phone]
CLIENT: (.�
4- Lrmi k �Sdvo
�7 ! n �.0���� � J
�re Ie v►1 �Pj AL' 27,55 2
COLLECTION
DISINFECTION
CHLORINE
UVpHCHECK(LAB)
NONECONTAINER-WE,
❑
CHLORINE NEUTRALIZED AT COLLECTION
P/G
Q
CHEMICALPRESEFiVAl10N
A NONE D NAOH
B -HNO. E -HCL
cn
Uj C - H2SO, F - ZINC ACETA'
G NATHIOSUIFATE
Q
�
z z
¢o
USEE
U J
¢
w Z
Qo
¢
w
z
LL
o
SAMPLE LOCATION
DATE
TIME
.�#
1 ft' l
s1�1Q7
CLASSIFICATION:
WASTEWATER(NPDES)
DRINKING WATER
DWWW
SOLID WASTE SECTION
OTHER
SAMPLES COLLECTED BY:
(Please Print)
i
SAMPLES RECEIVED IN LABAT IC
.;ELIfg0UISHED BY (SIG.) (SAMPLER)
-
DATE/TIME
1g1w z
RECEIVED BY (SIG.)
DATETIME
COMMENTS:
1=;:Lmo HED BY (SIG.)
DATE/TIME
FECOVED BY (SIG.)
DATETIME
ELINOUfSHED BY (SIG.)
DATEMME
RECEIVED BY (SIG.)
DATEMME
Instructions for completing this form are on the reverse side. Sampler must place a "C" for composite sample or a "G" for N ° 3544 1
=Op'm '-s Grab sample in the blocks above for each parameter requested.

UNITED STATES
L-MRTMENT OF AGRICULTURE
FOREST SERVICE
5 ' 333 334 335 ^ 47' 0'
• , Trai Eark '�a 7r (� �J6�f' r� _ - - "r�`
17
1l0• _ - -
! ;f RA
1 •' Qreri o t - r� __ '
_ter _ `� - r ^ �•
I (Bile• y
1 - .(✓. • Par} •,9. `
r rr!! 24 • �. ti U�Oa
4' ~ -may / rf • \� '>l:{p,�tl;�` -'Y ��,f __ - � •��.
iJ i 1 � - n ^\�-� !i � �/. it � • '
neI Syr y p s'�d
r
,WATERWAY
, -x " .r1 , � r :,! ' x 1' � G �F^!r } r �,i``'4 rL• trr - �f" h t,� JHl r -
Ir
1 r J a o Daybeacon c,
o Daybeacon n _ ., x t 1 .Y 3�r_sr , k � �t ,� r+; +� , ,j.;'. r
1'
mLrgh, " i oDaybeacon
i 1. r rt--J.. S,s Irti' Fln4 f xs ¢ r r; Foul (iyr �rff dr
`y+j
r, ., Sr aryl r ✓�`i+ t'� rs'1M'tyY'rfp a+ry .•,+` ! 'r}� b 7 _.• r _ " _ M1, r`.�!',1 ' _-, t.,
14 , I -. � r J ,J S., [ r J �- ro ,15 ' ''rrs/i Jrc t A. > �r s. a F ♦ �- r ! }. i; r � �- JS � AS
-� \ r � ! S .Y ♦ ._ f •h 1 it �' W1 b 1 � , '! l" ] '1 J , i , �' N : ' i i l r+';
I 1 `i I. r � T,7.� }ev#r .r`'r r{ J'rr ! IN. Yy •r, 1 r - � .�Ty � E 1 r Y r � y i 'sE' a 4�
, •r' l i'-?f Y r '`'• J r. � rJx � a Md 1 r f n; 1 �1 Q;'
11 d >r r
> 1} r5Jri1 : YM1T," i .Y r r _ y- ' ' •r�i .! [ f. r^4y �.,� '- A41''1[ m t ' •1zt - +lktr •,+ .'Icsr s S =may J r r r [ 4 1�f� r W.
n r.'+ W 0i
glr,t T;
x l a J a of • - S �'i �- . r e S" 13 , �'!r
! i 1 '. tKS lul, ,•I t-- yl ir h js j'- b 3 �< l^ I_ i l 1
J 7 r s 7 J f � �ttr s tir r t nl.k .1
J prey
4,. ♦, ;3 a' ., r .1 t.. y .Y -� n;ac '%Fr 5. of , c ,,i [ f,{ [ r
) !a
' f 41 '+'3 J k! r ^5• if t t '. s 4 1 + t [: Sr r :r t:l�r f G,t. y477#a
"r!IFrr;rh�. 4
'�s r r1 ! z 1 ✓ rf +�, !�' In F f C. y` s - y! [J �'
s r �F`., =.��•� f (s ! 7,�l.4 s > y }� I r '� SS rr� � t iar If.' � �' �z �' y � �Y
If r
r, � •1- � , - le, �.. � s SJ �fY i �f; ',1 J 'r
i-
,
I F I -
!
y r ,r 3 J l r a W t Jsh !J'I arl r r
7
;113.�„w ��l _�S .IF�h 1• J ty .l., A L f, �� �"' rl S
O
,�� yll a"'1 �rsd�,ar'~>•�w 'I• ryl, r{5�7 As°J hrf��'�i4k,�?��.�ry� is {,. ilri�� i y�.�iit `'rr 7r�;t,'�' a g„c �l 1 f!'. r °4 fs Sj� R J; C41� . .'a•^ •�
��. 1 `ti, � K ° �� J 'n?" �'r _ �,}L, ',i;lyR� �� , ,r }}t�,;'� m ,d"Ilandiri �' u i „r•. rz r ';y
r k�4�11vr j e Jiy,J yy.�� P r',s •tp�y'.K -• �' '� r�N 1 �ir� �d. '�" �-x_
1<¢ sr y I+)i� a�C•r a ` •, a_ - - - a- • yt ,• f i - " . II GoU Cosg" • rr
1y,,.'r�V�i1�'rhtd'{v�L,i��ra,� ". 1` �,y�,�1� � ,� _• •r `. B � � `
.t ,•ln iiry�'y,� ,J. fi J.^i•l—E SObRCFS • :,'• •� Il !! 0, D
,COW— �-� �W ..L.—.WL. -.Jw c.-� �, -.4... 1,.Y. ,— f��• _'/'J Jr'1'.'. � . _.r.,.4, t:?� � �.� T�_=� _ _� _

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Pier 1 Imports Commercial Site
November 21, 2000
Owner: Tribek Properties, Inc.
200 Providence Road - Suite 106
Charlotte,N.C. 28207
[phone]
Client: Morton Commercial, Inc.
c/o Mike Morton
P.O. Drawer 12346
New Bern, N.C. 28561
Engineer: Stroud Engineering, P.A.
151-A N.C. Hwy.24
Morehead City, North Carolina 28557
[phone]
A. Description of Project
1. Type of Development
The proposed Pier I Commercial Site project is located in the Town of
Morehead City, Carteret County, N.C. on a tract of land on U.S. Hwy. 70. The
proposed project consists of commercial space for a proposed Pier 1 Imports store
and four (4) retail spaces. The project is proposed as high density utilizing a wet
detention basin as means of controlling and treating stormwater runoff.
2. Earth Disturbing Activities
a. Excavation and grading for the installation of the drive, parking, drainage,
and utility improvements.
File:kglpierl nar.wpd

b. Grading for the construction of buildings.
3. Drainage
The site presently drains north to the Newport River by way of an un-
named stream.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence - Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation in controlled.
2. Sediment Basins- Stormwater detention pond proposed for the site will serve as a
sediment basin during the construction phase of development.
3. Riprap outlet protection- Riprap to be installed at locations shown on plans to
reduce energy at high velocity areas.
4. Seeding - All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on plans.
5. Stone Construction Entrance - Stone construction entrance(s) will be used to
reduce transport of sediment off site.
6. Drop Inlet Protection - Inlet protection will be used to reduce the amount of
sediment entering the storm drainage piping system during construction.
C. Time Sequence of Operations
. Remove and/or relocate existing obstructions.
2. Install stone construction entrance(s).
3. Install silt fencing at specified locations.
4. Clear and grub tract area for construction.
5. Place temporary plug in existing 24" pipe drainage outlet, install temporary berm
and dewater existing ditch as required for installation of storm drainage piping
and junction boxes. Backfill existing ditch and pipe trench to finished grade.
6. Excavate, rough grade, and seed stormwater detention basin.
7. Rough grade drive and parking area and begin preparation of building site.
8. Seed and mulch all areas of disturbance not to be paved within 14 days of land
disturbance.
rile:kglpierl nar.wpa

La
E.
9. Install drop inlets and drainage piping within parking and drive area with
sedimentation control measures as shown on detail.
10. Install utility services.
11. Fine grade drive and parking area and place stone base course.
12. Install curb and gutter along rear loading area.
1.3. Construct building(s).
14. Pave drive and parking area.
15. Perform final grading, seed and mulch all remaining disturbed areas.
16. Remove accumulated sediment from stormwater detention basin and perform final
grading of basin.
17. Install wet detention basin vegetation as specified.
Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
Wet Detention Basin Operation and Maintenance
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
b. Check and clear the orifice and overflow device of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good
vegetative cover, mow vegetative cover to maintain a maximum height of six
inches, and remove trash as needed.
3
4
>:ile:kglpierI nar.wpd
Inspect and repair the collection system (piping, flumes, swales, rip rap) quarterly
to maintain proper functioning.
Remove accumulated sediment from the wet detention basin systems semi-
annually or when depth is reduced to 75% of the original design depth.
Pond original design depth:
sediment removal benchmark depth:
Main Basin
Forebay
5.00,
3.00'
3.75'
2.25'
Removed sediment shall be disposed of in an appropriate manner in no way
adversely impacting water quality.

5. Remove cattails and other indigenous plants when they cover 50% of the basin
surface.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. these regulations are detailed in
15 NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be
considered under various options. This project is submitted for approval consideration under
Section .1003(d)(2).
CA ,,,�riNn�rrrrrr'
.• r
-:'�: 4ESSbi 'r•., amen W. Forman,1 :1. Date
SE AL •i
4 •� ..
.?'c�' • . CI N •' �%
lrlrllfl«��
File:kglpierl nar.wpd