SW7960208_HISTORICAL FILE_20060828

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %�(p�(9"
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
1p HISTORICAL FILE
DOC DATE
6Qai�
YYYYMMDD �

PERMANENT POOL DETENTION PONDS
DESIGN OF POND
CPDJE, INC
10Yr, 24 Hr Storm
Robey Associates Engineering
P. 0, Box 2705
Elizabeth City, NC 27909
(919)-335- l 888
12/05/95
Page 1
SA/DA PERCENTAGES FOR 85% TSS REMOVAL WITH 30' VEGI-TATIVE, FILTER
% IMPRV
3.0 FT
3.5 FT
4.0 I-T
4.5 FT
3.0 FT
3.5 F1'
6.0 FT
10%
0.9
0.8
0.7
0.6
0.5
20%
1.7
1.3
1.2
1.1
1.0
0.9
0.9
30%
2.5
2.2
1.9
1.8
1.6
L5
1.3
40%
3.4
3.0
2.6
2.4
2.1
1.9
1.6
50%
4.2
3.7
3.3
3.0
2.7
2A
2.1
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
70%
6-0
52
4.5
4.1
3.7
3.1
2.9
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
90%
T5
6.5
5.8
5.3
4.8
4.3
3.8
100%
8.2
T4
6.8
6,2
5.6
5.0
4.4
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
PERMANENT POOL ELEVATION:
DESIGN PERMANENT POOL DEPTH:
SA/DA PERCENTAGE FACTOR:
POND SURFACE AREA R-EQ'D:
FOREBAY AREA:
AT WIDTH = 0.5 LENGTH,
WIDTH =
LENGTH =
Use these dimensions
57.514 LF
115.03 LF
WIDTH
LENGTI-1
3.75 ACRES
77 % r
7.5 FT
5 FT
4.05 %
6616 SF
1323 SF
Z . Sq 'tc
6.5 F`1' 7.0 FT 7.5 FT
0.7
0.6
0.5
1.2
1.0
0.9
1.4
1.1
1.0
1.8
1.5
1.3
2.3
2.0
1.6
2.5
2.1
i .8
2.7
2.2
2.0
3.3
2.8
2.3
3.8
3.2
2,6
AUG 2 8 2006
®VUQ-WARO
(FROSI ABOVE TABLE -TAKEN FROM DESIGN OFSI'ORNI WATER
CONMOL FACILITIES WORKSIIOP MANUAL - PENC 1998)
(BASED UPON MINIMUM SURFACE AREA)
50 LF
200 LF
VOLUME OF V RAINFALL Normal Pool Elevation 7.5
AREA OF ROOFS: 0.37 AC
AREA OF PARKING/CONCRETE: 2.51 AC
AREA OF GREEN AREAS: 0.87 AC
VOLUME OF RUNOFF 10630 CF VOL (CF)=[(ROOF'1.0)+(PARKING'.95)+(GRASS*0.2)1'43,560/12
STORAGE DEPTH FOR MINIMUM AREA = 1.06 FT
ELEVATION OF V RAINFALL = 8.56

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.0615 CFS
Q(5 DAYS) = 0.0246 CFS
F RUNOFF STAGE 1.06 FT
DEPTH OF DRAWDOWN DEVICE BEELOW OUTLET 1.5 FT
1" RUNOFF OUTLET DEVICE: 1.4997 INCH DIA I -TOLE
DIAMETER OF HOLE TO USE: 1.75 INCH DIAMETER
I" STORM RUNOFF DRAWDOWN TIME' 2.0984 DAYS
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = 30 cfs
Tc = Time to Concentration =
Calculation of Tp (Time to Peak)
I�rom SCS NEH 4, page 15-7 Eqn. 15.4
A=[Q/(Cd*SQRT(2gh))j*144
Rad.=SQIZ"T(A/P[)
Dia.=2*Rad.
20 min
Lag Time (T.) _ (1^0.8*(S-t 1)^0.7)/(1900*Y^0.5) for L in His
where: l = hydraulic length of watershed (fl)
S = (I 0001CN)-10
CN = approximately same CN from TR-55
Y = avg. watershed land slope in °/f
S = (I 000/CN)-10 = 1.1 1 I 1
L= 0.2605lirs
From SCS Nl--,R 4 , page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (his)
L = Lag Time (lirs)
From SCS NEH 4 , page 16-8 Eqn. 16.12
D = 0.133 to
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D - 0,01143 hrs
Tp = 0.2927 hrs = 16.961 min
Volume under Hydrograph = 1.39 * Qp * Tp = 42437 Cubic Feet
Page 2
= 630 ft
= 1.1111
90
= 0.35 %

Inflow Hydrograph
SCS Dimensionless
Hydrograph
Time
Discharge Time Discharge
Volume
Ratio
Ratio
fir cfs
cf
0,00
0.00
0.00
0
0.10
0.03
0.03
1
92
0.20
0.10
0.06
3
305
0.30
0.19
0.08
6
580
0.40
0.31
0.11
9
946
0.50
0.47
0.14
14
1435
0.60
0.66
0.17
20
2015
0.70
0.82
0.20
25
2503
0.80
0.93
0.23
28
2839
0.90
0.99
0.25
30
3022
1.00
1.00
0.29
30
3053
1.10
0.99
0.31
30
3022
1.20
0.93
0.34
28
2839
1.30
0.86
0.37
26
2626
1.40
0.78
0.40
23
2381
1.50
0.68
0.42
20
2076
1.60
0.56
0.45
17
1710
1.70
0.46
0.48
14
1404
1.80
0.39
0.51
12
1191
1.90
0.33
0.54
10
1007
2.00
0.28
0.57
8
855
2.20
0.21
0.62
6
1264
2.40
0.15
0.68
4
898
2.60
0.11
0.73
3
653
2.80
0.08
0.79
2
470
3.00
0.06
0.85
2
336
3.20
0.04
0.90
1
244
3.40
0.03
096
1
177
3.60
0.02
1.02
1
129
3.80
0.02
1.07
0
92
4.00
0.01
1.13
0
67
4.50
0.01
1.27
0
76
5.00
0.00
1.41
0
0
Volume undcr
hydrograph =
40309 Cf
Page 3
Based upon runoffvolume = 42437 cf Depth req'd for minimum area = 4.2437 ft

STAGE STORAGE FUNCTION OF POND
(FOR RECTANGULER DETENTION POND ONLY)
Minimum Surface area taken at normal water level
BASIN AREA INCR ACCUM
VOLUME VOLUME STAGE In s
S Z
sf cf cf It
Pond Side Slope (M) =
In Z Z est Elevation
10000
0
0
0 Surface area at normal pool
7.5
10759
5190
5190
0.5
8,55
-0.69
0.55
8
11536
5574
10764
1
9.28
0.00
1.03
8.5
12331
5967
16730
1.5
9.72
0.41
1.51
9
13144
6369
23099
2
10.05
0.69
2.00
9.5
13975
6780
29879
2.5
10.30
0.92
2.50
10
14824
7200
37079
3
10.52
1.10
3.02
10.5
15691
7629
44707
3.5
10.71
125
3.55
11
16576
8067
52774
4
10.87
L39
4,10
11,5
17479
8514
61288
4.5
11.02
1.50
4.66
12
18400
8970
70258
5
11.16
1.61
5.25
12.5
Regression Output:
Constant
9.3435
Ks = S/Z^b =
10396
Std Err of Y Est
0.0097
R Squared
0.9996
No. of Observations
7
Degrees of Freedom
5
X Coefficient(s) 1.1521 = b
Std Err of Coef. 0.0101
FOR VERTICAL SIDED DETENTION POND SET b=0, AND Ks = SURFACE AREA (SF)
STAGE DISCIIARGE
(FOR RISERBARRELL SPILLWAY W EMERGENCY WEIR)
RISER
Dr =
36 Riser Dia. (in)
Etop =
8.55 Elev. Top Riser (13) 11.74
Cwr =
3.33 Riser weir coelT
Cdr =
0,60 Riser orifice coeff
1-I 1 n =
0 Number of Holes
H I d -
2 Hole Dia. (in)
EHI =
8.13 Elev. Holes (1)
I-12n =
0 Number of Holes
1-12d =
2 Hole Dia. (in)
EH2 =
15.00 Elev. Holes (2)
I-I3n =
0 Number of Holes
Had -
2 Hole Dia. (in)
EH3 =
15.00 Elev. Holes (3)
BARREL:
Db =
I8 Barrel Dia. (in)
Einv =
7.50 Elev Invert Barrel (ft) Barrell Adjustment Factor
Cdb -
0.60 Barrel orifice coefT
3
Page 4
0

EMERGENCY WEIR
Page 5
CW = 3 Weir coeff
Ecr = 15.00 Elev Weir coefi(R)
Lw - 20 Weir Length (fl)
Riser
Riser
Riser
Elevation Hole
f-iole
Hole
Riser
Riser
Barrel
Principal
Emergcy
Total
(1)
(2)
(3)
(Weir)
(orifice)
Spillway
Weir
Outflow
7.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.52
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.56
0.0
0.0
0.0
0.0
0.0
0.1
0.00
0.0
0.00
7.63
0.0
0.0
0.0
0.0
0.0
0.2
0.00
0.0
0.00
7.73
0.0
0.0
0.0
0.0
0.0
0.4
0.00
0.0
0.00
7.88
0.0
0.0
0.0
0.0
0.0
0.9
0.00
0.0
0.00
8.06
0,0
0.0
0.0
0.0
0.0
1.7
0.00
0.0
0.00
8.29
0.0
0.0
0.0
0.0
0.0
2.8
0,00
0.0
0.00
8.53
0.0
0.0
0.0
0.0
0.0
4,2
0,00
0.0
0.00
8.77
0.0
0.0
0.0
3.3
16.1
5.9
3.32
0.0
3.32
8.99
0,0
0.0
0.0
9.1
22.6
7.3
7.30
0.0
7.30
9,17
0.0
0.0
0.0
15.2
26.7
8.1
8.14
0.0
8.14
9.32
0.0
0.0
0.0
21.3
29.9
8.8
8.79
0.0
8.79
9.45
0.0
0.0
0.0
26.9
32.3
9.3
9.32
0.0
9.32
9.56
0.0
0.0
0.0
3 L9
34,2
9.7
9.72
0.0
9.72
9.64
0.0
0.0
0.0
35.8
35.6
10.0
10.02
0.0
10.02
9.69
0.0
0.0
0.0
38.3
36.4
10.2
10.20
0.0
1020
9.72
0.0
0.0
0.0
39.7
36.8
10.3
10.30
0.0
10.30
9.73
0.0
0.0
0.0
40.2
37.0
10.3
10.34
0.0
10.34
9.73
0.0
0.0
0.0
40.1
36.9
10.3
10.32
0.0
10.32
9:70
0.0
0.0
0.0
38.6
36.5
102
10.22
0.0
10.22
9.64
0.0
0.0
0.0
35.6
35.3
10.0
lU1
0.0
10.01
9.55
0.0
0.0
0.0
3 L5
34.1
9.7
9.69
0.0
9,69
9.45
0.0
0.0
0.0
269
32.3
9.3
9.32
0.0
9.32
9,35
0.0
0.0
0.0
22.3
30.3
8.9
8.89
0.0
8.89
9.23
00
0.0
0,0
17.7
28.1
8.4
8.42
0.0
8.42
9.12
0.0
0.0
0.0
13.5
25.7
7.9
792
0.0
7.92
9.01
0.0
0.0
0.0
9.7
23.0
7.4
7.39
0.0
7,39
8.90
0.0
0.0
0.0
6.5
20.1
6.6
6.96
0,0
6.46
8.80
0.0
0.0
0.0
39
17.1
6.0
3.95
0.0
3.95
8.65
0.0
0.0
0.0
1.0
10.9
5.0
1.02
0.0
1.02
8.62
0.0
0.0
0.0
0.5
8.7
4.7
0.53
0.0
0.33

Page 6
ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emerg
Time
Inflow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t(hr)
cfs
Cr
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cfs
cfs
0.000
0
0
7.50
0.00
0.00
0.00
0.00
0.00
0.00
0.028
l
0
7.30
0.00
0.00
0.00
0,00
0.00
0.00
0.057
3
91.591
7.52
0.00
0.00
0.00
0.00
0.01
0.00
0.085
6
396.89
7.56
0.00
0.00
0.00
0.00
0.06
0.00
0.113
9
976.97
7.63
0.00
0,00
0.00
0.00
0,18
0.00
0.141
14
1923.4
7.73
0.00
0.00
0.00
0.00
0.45
0.00
0.170
20
3358.3
7.88
0.00
0.00
0.00
0.00
0.92
0.00
0.198
25
5373.3
8.06
0.00
0.00
0.00
0.00
1.70
0.00
0.226
28
7876.8
8.29
0.00
0.00
0.00
0.00
2.80
0.00
0.254
30
10716
8.53
0.00
0.00
0,00
0.00
4.18
0.00
0.283
30
13739
8.77
3.32
0.00
3.32
16,10
5.78
0.00
0.311
30
16454
8.99
7.30
0.00
9.15
22.56
7.30
0.00
0.339
28
18733
9.17
8.14
0.00
15.21
26.74
8.14
0.00
0.367
26
20744
9.32
8.79
0.00
21.26
29.89
8.79
0.00
0.396
23
22475
9.45
9.32
0.00
26.91
32.33
9.32
0.00
0.424
20
23908
9.56
9.72
0.00
31.87
34.21
9.72
0.00
0.452
17
24995
9.64
10.02
0.00
35.78
35.55
10.02
0.00
0.481
14
25685
9.69
10.20
0.00
38.32
36.38
10.20
0.00
0,509
12
26051
9,72
10.30
0.00
39.69
36.81
10.30
0.00
0.537
10
26193
9.73
10.34
0.00
40.23
36.97
10.34
0.00
0.565
8
26149
9.73
10.32
0.00
40.07
36.92
10.32
0.00
0.622
6
25758
9,70
10,22
0.00
38.60
36.46
10.22
0.00
0.678
4
24941
9.64
10.01
0.00
35.58
35.49
10.01
0.00
0.735
3
23802
9.55
9.69
0.00
31.49
34.07
9.69
0.00
0.792
2
22482
9,45
9.32
0.00
26.94
32.34
9.32
0.00
0.848
2
21056
9.35
8.89
0.00
22.25
30.35
8.89
0.00
0.905
1
19582
9.23
8.42
0.00
17.70
28.12
8.42
0.00
0,961
1
i 81 13
9.12
7.92
0.00
13.47
25.67
7.92
0.00
1.018
l
16678
9.01
7.39
0.00
9.70
23.01
7.39
0.00
1,074
0
15301
8,90
6.46
0.00
6.46
20.09
6.65
0.00
1.131
0
14078
8.80
3.95
0.00
3.95
17.05
5.96
0.00
1.272
0
12238
8.65
1.02
0.00
1.02
10.87
4.97
0.00
1.413
0
11793
8.62
0.53
0.00
0.33
8.72
4.73
0.00
9.7301 = maximum stage elevation
10.335 = maximum discharge

35
30
5
CPDJE, INC - Elizabeth City, NC
10 yr STORM
0 0.5 1 1.5
Time (hrs)
�_ INFLOW (cfs) OUTFLOW (cfs)

WQ O a` Michael F. Easley, Governor
William G Ross it, S=Ctary
North Carolina DeparitueA2 of Em iron -erd and Nahnal Resources
Alan W. Klimd4 F.E. Director
Division of Water Quality
May 15, 2006
Carolina Chrysler
1001 Halstead Blvd
PO Box 1607
Elizabeth City, NC 27909
Subject PERMIT RENEWAL_
Stormwater Permit No. SW 7960208
Carolina Chrysler
Pasquotank
Dear Carolina Chrysler,
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7960208
to Carolina Chrysler for Carolina Chrysler on 4/20/1996. This permit expires on 511/2006. Section
.1003(h) of 15 A NCAC 2H .1000 (the sformwaterrules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. However, if your permit has already expired, you.
need to send in your application for renewal as soon as possible. If this is still an active project please
complete and submit the enclosed renewal application in a timely manner. If this project has not been
constructed and a permit is no longer needed, please submit a request to have the permit rescinded. If
you have sold the project, or are no longer the permittee, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit. Enclosed is a form for
change of ovmership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of,a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a.
stomlwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946-6481.
Si cerely,
AI Hodge, "onpervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
ac: Consulting Engineer
, Washington Regional Office
North Carolina Division of Water Quali } Internet: wwnv.ncaatergualitv.or ne f 7.
943 Wasi iVon Square Mall Fhone [phone] O LarOli na
Washington, NC 27889 Far (252) 94fr9215 Natural!

State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
DIVISION OF LAND
LAND QUALITY
March 8,
RESOURCES
SECTION
1996
LETTER -OF -APPROVAL WITH MODIFICATION
Mr. Wayne M. Perry
1005 Ehringhaus Street
Elizabeth City, North Carolina 27909
RE: Erosion and Sedimentation Control Plan
Carolina Chrysler Plymouth Dodge Jeep Eagle, Inc.
Elizabeth City - Pasquotank County
Date Received: February 22, 1996
Responsible Party: Wayne M. Perry
Dear Mr. Perry:
This office has completed its review of the erosion and
sedimentation control plan for the referenced 3.8 acre
disturbance. We find the plan for the grading associated with
the construction of a commercial facility to be acceptable and
hereby issue this LETTER OF APPROVAL WITH the following
MODIFICATION.
The temporary gravel construction entrance detailed and
explained on sheet 2 of the erosion and sedimentation
control plan must be provided at each point of
construction egress to Halstead Boulevard.
The Sedimentation Pollution Control Act (copy available upon
request) established a program requiring a project owner or
developer to protect adjoining natural resources and properties,
both during and after construction, from the effects of
accelerated erosion. This program is performance oriented. It
is your responsibility to understand and comply with the
requirements of the Act.
In addition to any listed modifications or conditions, the
following also apply to the approved plan:
-- an erosion and sedimentation control plan is
only valid for 3 years following the date of
initial approval, if no land -disturbing
activity has been undertaken;
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone 919-94b-6481 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10% posi-consumer paper

Mr. Wayne M. Perry
March 8, 1996
Page 2
-- a copy of the latest approved soil erosion and
control plan must be on file at the job site;
--- a buffer zone, sufficient to restrain visible
sedimentation, must be provided and maintained
between the land -disturbing activity and any
adjacent property or watercourse;
-- new or affected siopes must be at an angle
that can be retained by vegetative cover;
-- barren slopes must be provided with a ground
cover sufficient to restrain erosion within 30
working days of completion of any phase
(rough or final) of grading (RYE GRASS IS NOT
in the approved seeding specifications nor is
it an ACCEPTABLE substitute for the providing
of a ground cover);
-- a permanent ground cover, sufficient to
restrain erosion, must be provided within the
shorter of 30 working or 120 calendar days
after completion of construction or
development; and
-- this approval is not automatically transferred
with a change in project ownership.
Be advised that to ensure compliance with the approved plan
and the program requirements, unannounced periodic inspections
will be made. If the implemented plan is determined to be
inadequate, this office may require that it be revised to comply
with state law. Failure to comply with any part of the approved
plan or with any requirements of this program, could result in
the taking of appropriate legal action against the financially
responsible party (Wayne M. Perry). One option is the assessing
of a civil penalty of up to $500 per day for each day the site is
out of compliance.
In recognizing the desirability of early coordination of
sedimentation control, we believe it would be beneficial for you
and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion and
sedimentation control plan. It would be appreciated if you would
contact this office to let Richard peed (ext. 374) know the date
of construction start-up and the date of the preconstruction
conference.

Mr. Wayne M. Perry
March 8, 1996
Page 3
The land -disturbing activity described in this plan may
require approval or permitting from other Federal, State or local
agencies. These could include the U.S. Army Corps of Engineers
under Article 404 jurisdiction, the Division of Environmental
Management under water quality regulations (contact Bill Moore,
919-946-6481, Ext. 264), county, city or town agencies under
other local ordinances, or other approvals that may be required.
This approval, cannot supersede any other approval or permit.
Sincerely,
Patrick H. McClain, P.E.
Assistant Regional Engineer
PHM:pm
Enclosure
cc: Sean C. Robey, P.E., Robey Associates

State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
March 18, 1996
Mr. Wayne M. Perry
1005 W. Ehringhaus St.
Elizabeth City, NC 27909
Subject: Application No. SW7960208
Carolina Chrysler, Plymouth
Dodge, Jeep, Eagle, Inc.
Pasquotank County
Dear Mr. Perry:
The Washington Regional office acknowledges receipt of your
permit application and supporting information on February 22, 1996.
This application has been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- stormwater calculations, including SA/DA
- narrative of stormwater control measures
-- operation and maintenance agreement
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact Bill Moore at (919) 946--
6481, extension, 264_
S/in/cerely,
.Roger K. orpe
Water Quality Supervisor
Washington Regional Office
cc: '+] obey Associates
Washington Regional Office
1424 Carolina Avenue, Washington, NC 27889 'telephone [phone]-,AX 919/975-3716
An Equal Opportunity Affirmative Action Employer 50"/,.recyclod/10% Bost-consuiner paper

ROBEY ASSOCIATES
ENGINEERING
CIVIL - SANITARY
Mr. Bill Moore
Dept. of Natural Resources and Community Development
Water Quality Section
1424 Carolina Avenue
P.O. Box 1502
Washington, NC 27889
Subject: Sedimentation/Erosion Control Plan
Carolina CPDJE, Inc.
Proj. 9 410
Dear Mr. Moore:
SEAM C ROBEY, P.E
Office [phone]
Fax [phone]
February 13, 1996
Enclosed for your review and approval, please find the following items:
1. Three (3) copies of the "Streets, Grading and Sediment & Erosion Control Plan",
Sheets 1 & 2. of 2.
2. One (1) copy of the Stormwater Exemption Application.
3. Check in the amount of $385.00 for the required fee.
Please note a sedimentation and erosion control plan has been submitted as of this date.
If you have any questions, please do not hesitate to call.
Sincerely,
Sean C. Robey, P.
CC' /Mr. Wayne M. Perry
file
enclosure(s)
Mailing Address: P. O. Box 2705 Elizabeth City, NC 27906-2705 Office : 523 S. Hughes Blvd. Elizabeth City, NC 27909

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION:
1. Project Name: Carol i na ChLysler, p e
2. Project Location: (County, State Road, Address) Pasquotank County,
Elizabeth City, sr 1152--Halstead Boulevard
3. Owner's Name: Wayne M. Perry _ Phone: [phone]
4.Mail ingAddress: 1005 W. Ehringhaus Street
City _Elizabeth City _ _ _ State NC zip 27909
5. Anplication Date. 3.-11-1996 Pee submitted: $385
7. Nearest Receiving Stream. Knobbs Creek Class: C Sty
8. Project Description: Car ciea 1 ersh i;2 on a 2.75 ac_ tract w_
II. PERMIT INFORMATION
1. Permit No. (will be completed by DEM) :
2. Permit Type: XX New Renewal
Modification (existing permit no.)
3. Project Type: Low Density xx Detention
infiltration Other
4. other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
XX_ Sediment/Erosion Control CAMA Major 404 Permit
III. PROJECT BUILT UPON AREA
Classification
Allowable Impervious
Total Project Area
Proncsed Impervious
% Impervious Area
Drainace Drainage
Bas,.n Basin
C SW _
3.75 Ac
2.84 Ac
75.7%
Breakdown of Impervious Areas
Buildings 14,800 sf
Roads
Parking 109,066 sf
Other
Totals 123,866 sf

IV. STORMWATER TREATMENT (Describe how runoff •gill be treated):
1 stormwater will be colierted
and routed to a detention pond at the rear of the site.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restricticns and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any Lot.
OWNER'S CERTIFICATION
I,WRWne PPL r
certify that the
(Please prin name ctearty)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I author ze t below named person or firm to submit stormwater plans on my
behalf. � 1
rizE�d Agent Signatuge and Title
AUTHORIZED AGENT
Person or Firm Name: Sean C. Robey, Robey Associates Engineering
Mailing Address: n . 0. Box 2705
City Rl i 7abetb (j ty _ _ -- — _ _ — State NC zi? 27906
Phone: [phone]
Please submit application, fee and plans to appropriate Regional. Office.
(see attached map)
-2-

m
56771
�_—_
TOYOTA -
PERRY AUTO MALL
1005
West Ehringhaus Street Posf Office
Box 1607
ELIZABETH CITY, NC 27906-1607
FEBRUARY 19 19 96
[phone] [phone]
385.00
PAY I J r a, 1 $
TO THE
ORDER D.E.H.N.R.
OF
CENTURA BANK
ELIZABETH CITY, N.C. N[,

HAI..STEAD BLVD .
SOURCE CHECK NUMBER
sfl 5 b - 71
OFFICE USE ONLY -CASH L
ACCOUNTS
ACC-T NO.
ACCT'S PAYABLE
3 0 0 0
NOTES PBL
3 3 0 0
NOTES PBL U1V
3 3 1 0
NOrES PBL C-P-ra
3 3 2 0
NOIESPBLCHEV
3320-G
VEH. LIEN PAYOFF
3 0 1 0
ADV - NFW
7 0 4 1
ADV - UStD
7 0 4 2
0C. & -TITLE FFE
8 0 4 6
CASH IN BANK F 0 2 3 3 85 .
DETACHED CHECK IN PAYMENT IN FULL OF ACCOUNT SHOWN ABOVE. IF INCOHHECT RETURN WITHOUT ALTERATIONS.
PERRY Au-)ro MALL
P.O. Box 1607 - ELIZABETH CITY, NC 27906-1607
66-85
531
T

ROBEY ASSOCIATES
ENGINEERING
L - SANITARY
Mr. Floyd Williams
Dept. of Natural Resources and Community Development
Water Quality Section
1424 Carolina Avenue
Washington, NC 27889
Subject: Sedimentation/Erosion Control Plan
Carolina CPDJE, Inc.
Proj. 9410
Dear Mr. Williams:
SEAN C ROBEY, P.F.
Ofce [phone]
Fax [phone]
February 13, 1996
Enclosed for your review and approval, please find the following items,
1. Three (3) copies of the executed Financial Responsibility/Ownership Form
2. Three (3) copies of the plan and detail sheet dated 01-23-96.
3. Check in the amount of $90.00 for the required fee.
If you have any questions concerning this submission, please do not hesitate to contact this office
at [phone].
Sincerely,
5-C Fn-
Sean C. Robey, P.E.
cc: ' Mr. Wayne M. Perry
file
Mailing Address: P. O. Box 2705 Elizabeth City, NC 27906-2705 Office : 523 S. Hughes Blvd. Elizabeth City, NC 27909

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more contiguous acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and approved
by the Land Quality Section, N.C. Department of Environment. Health, and Natural Resources. (Please type or
print and, if question is not applicable, place NIA in the blank.)
Part A.
1.Project Name Carolina_Chrvsler Plymouth Dodge Jeep Eagle, Inc.
2. Location of land -disturbing activity: County --La s a u -0t a nk
City
or Township_Elizabeth Cites _JandHighway/Street SR 1.152 - Halstead Blvd.
3. Approximate date land -disturbing activity will be commenced: 3 -15 -19 9 6
4. Purpose of development (residential, commercial, industrial, etc.) : commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas) : 3.75 Ac
6. Amount of fee enclosed $ 90 .00
7. Has an erosion and sedimentation control plan been filed ? Yes X No
S. Person to contact should sediment control issues arise during land -disturbing activity.
Name_ Mr. Wayne Perry�r^ Telephone[phone]
9. Landowner (s) of Record ( Use blank page to list additional owners.):
Mr. WayLp M . po rr„
Name (s)
1005 W. Eh'ringhaus Street
Current Mailing Address Current Street Address
Elizabeth City, NC 27909
City State Zp C+fty State Zip
10. Recorded in Deed Book No. 431 Page No. 5 3 7
Part B.
1. Person (s) or firms (s) who are financially responsible forthis land -disturbing activity (Use the blank page to fist
additional persons or firms):
Mr. Wayne M. Perry
Name of Person (s)or Firm (s)
1005 W. Ehring,Lhaus Street
Mailing Address
Elizabeth City, NC 27909
City State Zip
Telephone [phone]
Street Address
City State Zip
Telephone

2. (a) if the Financially Responsible Party is not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address Street Address
City
Telephone
State Zip City
Telephone
State Zip
(b) It the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. It the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of rry knowledge and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person if an individual or his attomey-in-
fact or if not an individual by an officer, director, partner, or registered agent with authority to execute instru-
ments for the finanacialiy responsible person ). I agree to provide corn ed information should there be any
ctanga !r i, a inior �.i�n p �vided herein. /
�~
Mr. Wayne Eprry T -'
Type or print name Title or AAority
Signature Date r/�
a Notary Public of the County of �)
C- f-C �..
State of North Carolina, hereby certify that rr
appeared personally before me this day and being duly sworn acknowledged that the above form was exe-
cuted by him.
00011111
U25 (V46drpnd notarial seal, this 3 day of 19 L4
Sea�•s - Notary
'�•� 'OU13L�G _ My commission expires
117QfNS Cov I0���`�

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more contiguous acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and approved
by the Land Quality Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or
print and, if question is not applicable, place NIA in the blank.)
Part A.
1.Project Name Carolina Chrysi_er Plymouth Dodge Jeep Eagle, Inc.
2. Location of land -disturbing activity: County_ Pasauotank , City
or Township_ Elizabeth City and Highway/ Street SR 1152 - Halstead Blvd.
3. Approximate date land4sturbing activity will be commenced: 3 - ]. 5 -1996
4. Purpose of development (residential, commercial, industrial, etc.) : commercial
S. Total acreage disturbed or uncovered (including off -site borrow and waste areas) : 2.75 Ac
6. Amount of fee enclosed $ 90 . 00
7. Has an erosion and sedimentation control plan been filed ? Yes X No
8. Person to contact should sediment control issues arise during land -disturbing activity.
Name_ Mr. Wayne Perry _ _ Telephone[phone]
9. Landowner (s) of Record ( Use blank page to list additional owners.):
Mr. Wayne M-Pprr;
Name (s)
100E W. Eh'ringhaus Street
- Current Mailing Address
Elizabeth City, NC 27909
Ciiy State Zip
1o. Recorded in Deed Book No
Part B.
431
Current Street Address
City State Tap
Page No. 5 3 7
1. Person (s) or firms (s) who are financially responsible forthis land -disturbing activity (Use the blank page to list
additional persons or firms):
Mr. Wayne M. Perry
Name of Person (s)or Firm (s)
1005 W. Ehrin hazes Street
Mailing Address
Elizabeth City, NC 27909
City State Zip
Street Address
City State Tip
Telephone [phone]
Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address
City
Telephone
State Zip
Street Address
City
Telephone
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. if the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address �^
City State Zip
Telephone
Street Address
City State Zip
Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person it an individual or his attomey-in-
fact or if not an individual by an officer, director, partner, or registered agent.with authority to execute instru-
ments for the finanacially responsible person ). I agree to provide corn d information should there be any
c .zngb in i�IG IM,ori:_i.:.0 f„Ti,.Vided herein. ��.
M,L . Wayne perry _ a'
Type or print rare Idle or Agibority
Signature Date
/. 71.E
Notary y ���� -r
I, •c � a Not Public of the Count of 1-� ��s �•� . . n S,
State of North Carolina, hereby certify that
appeared personally before me this day and being duly swom acknowiek1ged that the above form was exe-
cuted by him.
#4�6ss t� i�i end notarial seal, this 3 day of bra f , 19 LO
seaP•— - Notary
My commission expires L�U
rtm. i�o f/i �QG .....•
�����i1111 M4�NS I CQv�\`����`��.

9=:" : TOYOTA
- PEiuZYAu ro MALL
:t - :.i005 West Ehrinoai u's Street Post Office Box 1607
EL17ABETH:CRY;;NC 279fl6-1607
;_:•PEFI Y MOTORS ,-i, * 11I�
PAY, —
TO THE
-ORDER
- d-; '' :i1 " :tom -- �:4<. - - '£" • �,.- . .
..ham-••i �`�rw' -. .r V'�'- _
CENTURA BANK=
ELIZABE H CITY, N.C. -
FORM 1002
FEBRUARY 19

56772
19 96 66-85
531
90.00
PERRY AUTO MALL
VOID AFTER 90 DAYS
REMITTANCE ADVICE
SOURCE
6o
I CHECK NUMBER
CONTROL NUMBER
xEY
BUILDING STTE ----- PERRY
F'.ALSTEA.D BLVD.
56772
I
OFFICE USE ONLY
- CASH DISBURSEMENT
ACCOUNTS
ACC•T NO.
AMOUNT
KEY
ACCTS PAYABLE
3 0 0 0
+
NOTES PBL
3 3 0 0
+
NOTES PBL LIN
3 3 1 0
+
NOTES PBL C-P-D
3 3 2 0
+
NOTES PBL CHEV
3320-G
+
VEH. LIEN PAYOFF
3 0 1 0
+
ADV - NEW
7 0 4 1
+
ADV - USED
7 0 4 2
+
LIC. R 71TLE FEE
8 0 4 6
CASH IN BANK
2 0 2 3
90 -00
—
DETACHED CHECK IN PAYMENT IN FULL OF ACCOUNT SHOWN ABOVE. IF INCORRECT RETURN WITHOUT ALTERATIONS.
PERRY AUTO MALL
P.Q. Box 1607 - ELIZABETH CITY, NC 27906-1607

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