SW7030901_HISTORICAL FILE_20170220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �f%�D?D/
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
%o%D
YYYYMMDD

Corporations Division
Page 1 of 1
North Cardna
EIa1Re E M,grsh.811 0 E ARTM E NT oFrnqE
Secretary SECRETARYOF STAVE
PO Rox 2W2 Ralelo, NG276264)622 (919P7-2Dt70
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Pjr, Ltd,
Business Corporation Information
Account
Login
Register
Sosld:
0223213
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
2/15/1988
Fiscal Month:
December
Registered Agent:
Morrison, Lilias J
Corporate Addresses
Principal Office: 8845 Caratoke Hwy
Harbinger, NC 27941
Reg Office: 8845 Caratoke Hwy
Harbinger, NC 27941
Mailing: Box 146
Harbinger, NC 27941-0146
Reg Mailing: P,O. Box 146
Harbinger, NC 27941-0146
Officers
President: Lilias J. Morrison
43 Fairway Drive
Southern Shores NC 27949
Stock
Class: COMMON
Shares: 100000
Par Value: 1
http://www.sosne.gov/Search/profcorp/4591698 2/20/2017

aBUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Pjr, Ltd.
SECRETARY OF STATE ID NUMBER: D223213 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12/31/2015
SECTION A: REGISTERED_ AGENT'SINEORMATION
1. NAME OF REGISTERED AGENT: MORRISON. LILIAS J
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E-Filed Annual Report
0223213
CA201616700143
6115/2016 10:24
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
8845 Caratoke Hwy P.Q. Box 146
Harbinger, NC 27941 Currituck County Harbinger, NC 27941-0146
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Storage Unit Rentals
2. PRINCIPAL OFFICE PHONE NUMBER: (252) 491_8622
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
8845 Caratoke Hwy
Harbinaer, NC 27941
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Lilias J. Morrison NAME:
TITLE: PrRsiriPnt TITLE:
ADDRESS:
43 Fairway Drive
Southern Shores, NC 27949
3. PRINCIPAL OFFICE EMAIL: Privacv Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
Box 146
Harbinger, NC 27941-0146
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person/business entity.
Lilias J. Morrison 6/15/2016
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Lilias J. Morrison President
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

Hvman & Rohev. PC ___...._
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
October 30, 2003
Mr. Roger Thorpe
Dept. of Environment and Natural Resources RECEIVED
Water Quality Section
943 Washington Square Mall
Washington, NC 27889 NOV — 12003
DWQ-WARD
Subject: Stormwater Management Permit
Harbinger Center
Proj. 4 030417
Dear Mr. Thorpe:
Per our discussion earlier this month, the above referenced plans have been
revised and two copies of sheets 3 & 6 have been enclosed for your review.
The plans have been changed to show removal of the 12" culvert and plugging the
18" culvert that allows water to drain from the pond to the roadside ditch. The result of
this change is that 28,714 sf of proposed impervious area will drain directly to the
roadside ditch and 81,003 sf of existing impervious that currently drains through the pond
to the roadside will be contained within the pond. The proposed area that will drain to
the roadside ditch does so because of the location of existing piping and drainage
structures. This will be the proposed parking and two proposed buildings adjacent to the
septic fields. The existing impervious that will be contained in the pond consists of the
three existing storage buildings and the asphalt and stone traffic areas surrounding them.
Thank you for your assistance with this project. If you have any questions, please
do not hesitate to call this office at [phone].
cc: file
Sincerely,
jaSnC. Robey,P..E.
mbe�Damby��
Engineering Assistant
150-A US Highway 158 East, Camden, NC 27921

Human & Robev. PC
,,,..._ .yam,,, - --
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
September 4, 2003
Mr. Roger Thorpe
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RECEIVED
Subject: Stormwater Management Permit
Harbinger Center bc? 5 2003
Proj.#030417 ��! `Rrnpp�y
DWQ-WARD
Dear Mr. Thorpe:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the above referenced plans.
2. The original and one (1) copy of the Stonnwater Exemption Application
and Infiltration Basin Supplement.
3. Two (2) copies of the project description and calculations.
4. Check in the amount of $420.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
Sincerely,
S�ean {{C. Robey, P.E.
Kimberly D. amby
Engineering Assistant
cc: fiIe
Ms. Lilias Morrison
150-A US Highway 158 East, Camden, NC 27921

Harbinger Center
Currituck County - North Carolina
...J I -..,a
Harbinger Center is an existing commercial park located on 10.44 acres on
Highway 158 in Harbinger, North Carolina. There are currently 9 rental units approved
for retail and office use and there are 3 commercial storage buildings. The proposed
construction includes the addition of two office buildings and 6 storage buildings.
This site was originally designed in the mid-1980's prior to the issuance of
stormwater management permits. Only a portion of the site has been constructed and
Currituck County has required that the owner renew or obtain all relative permits before
constructing the remainder of the site. A stormwater basin, 4 buildings, and related
parking and drives were constructed. Existing site coverage is 3.46 acres or
approximately 33% and includes 1.05 acres of buildings, 1.83 acres if asphalt and
concrete, and 0.58 acres of gravel. The existing gravel is to be replaced with asphalt.
1.71 acres of proposed buildings with related asphalt parking and drives are proposed to
be constructed. The resulting impervious area is 7.01 acres or 67.15%.
One soil boring was made adjacent to the existing stormwater basin. The soil
boring corresponds to the soil classification of of CnA (Conetoe) as shown on the
Currituck County Soils Map as prepared by the U. S. Department of Agriculture, Soil
Conservation Service. The permeability of this soil is rapid (6-20 in/hr) at 0-23",
moderately rapid (2.0-6.0 in/hr) at 23-43" and rapid (6-20 in/hr) at 43-80". Given the
permeability of this soil and the existing site conditions, we have determined that
infiltration through the side walls of the basin will meet drawdown requirements. The
basin is maintaining a permanent pool elevation of 3.75. The basin will store the 2"
runoff from the entire site between elevation 3.75 and elevation 6.35. An overflow weir
will be constructed with a weir elevation of 6.35, Discharge will drain into an existing
property line ditch that drains to wetlands of the Currituck Sound. The 2" storage will
infiltrate in approximately 81 hours or 3.4 days.
The disturbed area for development is approximately 4.8 acres. This includes all
future development and the stone areas to be replaced by asphalt.

' PE&MANENT POOL INFILTRATION PONDS
DESIGN OF POND
Harbinger Center - Currituck County
Infiltration Wet Pond
Use these dimensions: WIDTH 35 LF
LENGTH 438 LF
VOLUME OF 1" RAINFALL
AREA OF ROOFS: 2.81 AC
AREA OF PARKING/CONCRETE: 4.25 AC
AREA OF GREEN AREAS: 3.39 AC
VOLUME OF I" RUNOFF 27317.565 CF
VOLUME OF 2" RUNOFF 54635.13 CF
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
S Z
sf
cf
cf ft
15330
0
0
17238
8142
8142
19178
9104
17246
21150
10082
27328
23154
11076
38404
25190
12086
50490
27258
13112
63602
29358
14154
77756
31490
15212
92968
33654
16286
109254
35850
17376
126630
Regression of Storage to Elevation
Constant
Sid Err of Y Est
R Squared
No. of Observations
Degrees of Freedom
X Coefficient(s)
Std Err of Coef.
Hyman & Robey, PC
150 A US Hwy 158 East
Camden, NC 27921
(252)-335-1888
08/27/03
Normal Pool Elevation
® C%-.>
141
0
W Lr)
Q U
3.75 Ft
VOL (CF)=1(ROOF*1.0)+(P.ARKING*.95)+ (GRASS*0.2)]*43,560112
Pond Side Slope (M) =
In s
In Z
Z est
Elevation
0
Surface area at normal pool
3.75
0.5
9.00
-0.69
0.51
4.25
1
9.76
0.00
0.98
4.75
1.5
10.22
0.41
1.47
5.25
2
10.56
0.69
L 97
5.75
2.5
10.83
0.92
2.50
6.25
3
11.06
1.10
3.05
6.75
3.5
11.26
1.25
3.64
7.25
4
11.44
1.39
4.25
7.75
4.5
11.60
1.50
4.89
8.25
5
11.75
1.61
5.55
8.75
9.343464772
0.009693734
0.999616325
7
5
1.152148486 = b
0,010094581
Ks = S/Z"b : 17567.8814
4 :1
Normal Pool Elevation
Normal Pool + Storage height increment
1,195164839

Soil Infiltration Rates and Zones
Zone I Upper Elevation
7.75
Ft
Zone I Lower Elevation
5.75
Ft Infiltration Rate Zone 1 6 in/hr
Zone 2 Lower Elevation
4.25
Ft Infiltration Rate Zone 2 2 in/hr
Zone 3 Lower Elevation
3.75
Ft Infiltration Rate Zone 3 6 in/hr
Normal Pool Elevation
3.75
Ft
Maximum Storage Elevation
7
Ft
Infiltration out of Wet Pond
Wetted Perimeter Calculation of Pond Sides (Above Permanent Pool)
(FOR RECTANGULER DETENTION POND ONLY) Pond Side Slope (M) _
Elevation Step (?Z) =
Incremental Slope
Minimum surface area taken at normal water level
1.030776406 Ft ?WP
INCR
ACCUM
BASIN AREA
VOLUME
VOLUME STAGE
S Z
sf
cf
cf ft
15330
0
0
16280
3951
3951
17238
4190
8141
18204
4430
12571
19178
4673
17244
20160
4917
22161
21150
5164
27325
22148
5412
32737
23154
5663
38400
24168
5915
44315
25190
6170
50485
26220
6426
56911
27258
6685
63596
28304
6945
70541
Regression of Cumulative Infiltration to
Elevation Stage
Slope
0.9978722
Intercept
-7
4 :t
0.25 Ft
Zone
Incremental
Water Surf Infiltration
Wetted
Incremental
Cumulative
Elevation
Rate
Length Width
Perimet Perimeter
Infiltration
Infiltration
LN(Z)
LN(CI)
Predicted
LN(CI)
Predicted C
F in/hr
Ft Ft
Ft
SF
CF/H
CF/H
CF/H
0
3.75
438
35
946
0.25
4
6
440
37
954
979.238
489.619
489.619
-1.386
6.194
5.667353
289.2678
0.5
4.25
2
442
39
962
987.484
164.581
654.199
-0.693
6.483
6.361978
579.3913
0.75
4.5
2
444
41
970
995.730
165.955
820.154
-0.288
6.709
6.768308
869.8387
1
4.75
2
446
43
978
1003.976
167.329
987.484
0.000
6.895
7.056603
1160.497
1.25
5
2
448
45
986
1012.222
168.704
1156.188
0,223
7.053
7,280223
1451.311
1.5
5.25
2
450
47
994
1020.469
170,078
1326.266
0.405
7.190
7.462933
1742.251
1.75
5.5
2
452
49
1002
1028.715
171.452
1497.718
0.560
7.312
7.617412
2033.294
2
5.75
6
454
51
1010
1036.961
518.481
2016.199
0.693
7,609
7,751229
2324.426
2.25
6
6
456
53
1018
t045.207
522.604
2538.802
0.811
7.839
7.869263
2615.637
2.5
6.25
6
458
55
1026
1053.453
526.727
3065.529
0.916
8.028
7.974848
2906.916
2.75
6.5
6
460
57
1034
1061.700
530.850
3596.379
1.012
8.188
8.070361
3198.257
3
6.75
6
462
59
1042
1069.946
534,973
4131.352
1.099
8.326
8.157558
3489.655
3.25
7
6
464
61
1050
1078.192
539.096
4670.448
1.179
8.449
8.237772
3781.105

Std - Error
0.24287356
Volume of 2" Runoff
Elevation of 2" Runoff in Pond
54635 CF
6.43 Ft
Calculate Infiltration Time to Retum Pond to Normal Pool
Volume
Water Surface
Cumulative
Stored @
Elevation
Infiltration
Time
Start of
@ Start of
During Time
t (hr)
Time Interval
Time Interval
Interval
0.00
CF
Ft
CF
1.00
55216.34
6.43
3113.42
2.00
52102.92
6.32
2987.52
3.00
49115.40
6.19
2837.96
4.00
46277.45
6.07
2694.78
5.00
43582.67
5.95
2557.76
6.00
41024.91
5.84
2426.69
7.00
3859822
5.73
2301.34
8.00
36296.88
5.63
2181.52
9.00
34115.36
5.53
2067.02
10.00
32048.33
5.44
1957.65
11.00
30090.68
5.35
1853.22
12.00
28237.47
5.26
1753.53
13.00
26483.93
5.18
1658,43
14.00
24825.51
5.10
1567.72
15.00
23257.79
5.03
1481.25
16.00
21776.54
4.95
1398.84
17.00
20377.70
4.89
1320.35
18.00
19057.35
4.82
1245.62
19.00
17811.73
4.76
1174.49
20.00
16637.23
4.70
1106.84
21.00
15530.40
4.65
1042,50
22.00
14487.89
4.60
981.36
23.00
13506.53
4.55
923.28
24.00
12583.25
4.50
868.14
25.00
11715.11
4.45
815.80
26.00
10899.31
4.41
766.16
27.00
10133.15
4.37
719.09
28.00
- 9414.06
4.33
674.50
29.00
8739.56
4.30
632.26
30.00
8107.30
4.26
592.28
31.00
7515.02
4.23
554.46
32.00
6960,56
4.20
518.71

33.00
6441.85
4.17
484.92
34.00
5956.93
4.14
453.01
35.00
5503.93
4.12
422.89
36.00
5081.04
4.09
394.48
37.00
4686.56
4.07
367.70
38.00
4318.85
4.05
342.48
39.00
3976.37
4.03
318.73
40.00
3657.64
4.01
296.39
41.00
3361.25
3.99
275.39
42.00
3085.87
3.97
255.65
43.00
2830.21
3.96
237.13
44.00
2593.08
3.94
219.75
45.00
2373.33
3.93
203.46
46.00
2169.87
3.91
188.20
47.00
1981.67
3.90
173.92
48.00
1807.75
3.89
160.57
49.00
1647.19
3.88
148.09
50.00
1499.10
3.87
136.44
51.00
1362.66
3.86
125.57
52.00
1237.09
3.85
115.44
53.00
1121.65
3.84
106.01
54.00
1015.64
3.83
97.24
55.00
918.40
3.83
89.09
56.00
829.30
3.82
81.53
57.00
747.78
3.81
74.51
58.00
673.27
3.81
68.01
59.00
605.26
3.80
61.99
60.00
543.27
3.80
56.43
61.00
486.84
3.79
51.30
62.00
435.55
3.79
4656
63.00
388.98
3.79
42.20
64.00
346.78
3.78
38.19
65.00
308.59
3.78
34.50
66.00
274.09
3.78
31.12
67.00
242.97
3.77
28.03
68.00
214.94
3.77
25.19
69.00
189.75
3.77
22.60
70.00
167.15
3.77
20.24
71.00
146.91
3.77
18.09
72.00
128.81
3.76
16.14
73.00
112.68
3.76
14.36
74.00
98.31
3.76
12.76
75.00
- 85.55
3.76
11.30
76.00
74.25
3.76
9.99
77.00
6426
3.76
8.81
78.00
55.44
3.76
7.75
79.00
47.69
3.76
6.80

` 80.G0
40.89
3.76
5.95
81.00
34.94
3.75
5.19
82.00
29.75
3.75
4.51
83.00
25.24
3.75
3.91
84.00
21.33
3.75
3.38
85.00
17.96
3.75
2.91
86.00
15.05
3.75
2.49
87.00
12.55
3.75
2.13
88.00
10.43
3.75
1.81
89.00
8.61
3.75
1.53
90.00
7.08
3.75
1.29
91.00
5.78
3.75
1.09
92.00
4.70
3.75
0.91
93.00
3.79
3.75
0.75
94.00
3.04
3.75
0.62
95.00
2.42
3.75
0.51
96.00
1.91
3.75
0.41
97.00
1.50
3.75
0.34
98.00
1.16
3.75
0.27
99.00
0.89
3.75
0.21
100.00
0.68
3.75
0.17
101.00
0.51
3.75
0.13
102.00
0.38
3.75
0.10
103.00
0.28
3.75
0.08
104.00
0.20
3.75
0.06
105.00
0.14
3.75
0.04
106.00
0.10
3.75
0.03
107.00
0.07
3.75
0.02
108.00
0.04
3.75
0.02
109.00
0.03
3.75
0.01
110.00
0.02
3.75
0.01
111.00
0.01
3.75
0.00
112.00
0.01
3.75
0.00
113.00
0.00
3.75
0.00
114.00
0.00
3.75
0.00
115.00
0.00
3.75
0.00
116.00
0.00
3.75
0.00
117.00
0.00
3.75
0.00
118.00
0.00
3.75
0.00
119.00
0.00
3.75
0.00
120.00
0.00
#NUM!
#NUM!
121.00
#NUM!
#NUM!
#NUM!
122.00
_ #NUM!
#NUM!
#NUM!
123.00
#N[JM!
#NUM!
#NiTM!
124.00
#NUM!
#NUM!
#NUM!
125.00
#NUM!
#NU1N1!
#NU1N1!
126.00
#NUM!
#NUM!
#NUM!

- -127.00
#NUM!
#NUM!
#NUM!
128.00
#NUM!
#}NUM!
#NUM!
129.00
#NUM!
#MUM!
#NUM!
130.00
#NUM!
#NUM!
#NUM!
131.00
#MUM!
"NUM!
#NUM!
132.00
#NUM!
#MUM!
#NLJM!
133.00
#NUM!
#NUM!
#NUM!
134.00
#NUM!
#MUM!
#NUM!
135M
#NUM!
#NUM!
#NUM!
136.00
#NUM!
#NUM!
#MUM!
137.00
#NUM!
#NUM!
#MUM!
138.00
#NUM!
#NUM!
#NUM!
139.00
#NUM!
#NUM!
#NUM!
140M
#NUM!
#MUM!
#NUM!
141.00
#NUM!
#NUM!
#NUM!
142.00
#NUM!
#NUM!
#NUM!
143.00
#NUVI!
#NUM!
#NUM!