SW8020727_COMPLIANCE_20030318

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW_SQ,
o7a�
DOC TYPE El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
i DOC DATE �CyjjC7�il�
YYYYMMDD
5

State of North Carolina
`Dee artment of Environment ` e
and Natural Resources
Wilmington Regional Office �j t . _ �N. a
Division of Land Resources V13 AM
Land Quality Section
14UWDEN9%
Michael F. Easley, Governor NORTH CAROLINA DEPARTMENT OF
William G. Ross Jr., Secretary ENVIRONMENT AND NATURAL RESOURCES
March 18, 2003
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7002 2410 0006 9368 1153
RETURN RECEIPT REQUESTED
Access Storage, LLC
Ms. Mary Houston, Member/Manager
117 Pine Street
Shallotte INC 28459
Project Name. Access Storage Facility
Project No: 991016BR
Brunswick County
Dear Ms. Houston:
On March 17, 2003, personnel of this office inspected a project located on Mulberry Street in Brunswick
County, North Carolina. This inspection was performed to determine compliance with the North Carolina
Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing activity of approximately 3.5
acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The purpose
of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 113A-50 to 66, and Title
t5A, North Carolina Administrative Code, Chapter 4. If you feel that you are not responsible for the following
violations, please notify this office immediately.
The violations that were found are-,
Failure to conduct a land -disturbing activity in accordance with the provisions of an
approved erosion and sedimentation control plan. G.S. 113A-61.1.
Silt fencing and inlet protection has not been installed in accordance with the approved plan.
The erosion and sedimentation control plan approved by this office on must be immediately implemented
on the site sufficient to restrain off -site sedimentation, or if that plan can no longer address the field conditions,
submit to this office a revised plan that addresses current erosion and sediment control needs.
2. — Failure on a tract of more than one acre, when more than one acre is uncovered, to install sedimentation and
erosion control devices sufficient to retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the tract. G.S. 113A-57(3).
No measures have been _installed to prevent sedimentation in ditch at the back of the property.
Failure to maintain satisfactorily all temporary and permanent erosion and sedimentation control measures
and facilities during the development of a site. 15 NCAC 46.0013.
Gravel construction entrance has not been maintained.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

ft
Ms. Mary Nousfon
March 18, 2003
Page Two
To correct these violations, you must:
1. Install a silt fence to protect ditch at the back of the property (opposite of Mulberry Street) as
per approved plan.
Install inlet protection around all drop inlets.
Maintain the gravel construction entrance.
If the violations described in this Notice are not corrected within 7 days following your receipt of this Notice,
or before March 27, 2003, whichever term is longer, the Division of Cand Resources may take additional appropriate
legal action against you pursuant to NCGS 113A-64. That action could be the assessment of additional civil penalties
and may result in the initiation of other remedies as prescribed by the Act. if additional civil penalties are assessed for
the violations, the amount may be up to $5,000.00 per day for each day of the violation pursuant to NCGS 133A-
64(a)(1). If all violations are corrected within the time period specified for compliance, additional civil penalties or legal
remedies will not be pursued.
Any new land -disturbing activity associated with this project should not begin until the area presently disturbed
is brought into compliance with the Act. When corrective actions are complete, you should notify this office so that
the work can be inspected. ' You should not assume that the site is in compliance with the Act until we have so notified
you. In addition, once compliance has been achieved, all installed measures must be satisfactorily maintained until
development is complete and the site is fully stabilized to avoid further violations of the Act.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same time, it
is your responsibility to understand and comply with the requirements of the Act. Copies of the relevant statute and
administrative rules may be examined at this office or will be sent to you upon request. Should you have questions
concerning this Notice or the requirements of the Act; please contact either Kevin Rowland or me at your earliest
convenience.
Please do not hesitate to contact me regarding any questions you might have about this matter.
DES//bfr
cc: Sedimentation Specialist
W i RO-LDS
DWO Supervisor-WiRO
Enclosure: Inspection Report
Sincerely,
Daniel Sams, P.E., M.E.
Regional Engineer

1. 1
County e
Person Financially
Address_1_17__j
LAND 9UA LITTSECT10111.•) 27 Cardinal Drive,
A, Wiltniorgion, NC .28405-3845 [phone]
Wr,C_ . Project:' '.qrCP!S s 0 V River Basin
P onsiblL rn r, 73 /-1 t- iq r, 177-,1 F., 7rW, 51-ok Project 0
Case #
1. Prujol-t Location Yf Picture Slides 0' Digital Vide, N" 0 ye42 lb, FPrints P❑
2. Weafiier and Soil Conditi6ns l4- 1�111
3, Is site CUnCnt]V under notice- of violation? Yes 0 NOW
4. Is tiv! site in ct-inpliance with the S.P.C.A. and the rules? Yes 0 No'A- -if no, check violations below:
5. Vioiations:
SIP. No apprcv!�',$ plan, G.S. I I 3A-57(4) and 15A NCAC 0413.01 07(c) 0 g. -Inadequate buffer zone, G.S. 113A-57(1)
A b. Failure to fb7low approved plan, G.S. 113A-61.1 0 h. Graded slopes and fills too steep, G.S. 113A-57(2)
1A, Failure to submit revised plan, G.S. 113A -54.1(b) and or 15A NCAC 048.0124 (d)
i5A NCAC 04B.01 18(a) 0 i. Unprotected exposed slopes, G.S. 113A-57(2)
C3 d. Failure to provide adequate groundcover, G.S. 113A-57(3) ands r1 Failure to maintain erosion control measures,
15A NCAC G4B.0 I 07(b) or 15A NCAC 04B.0 1 24(c) 15A NCAC 0413.0113
Ve. Insufficient measures to retain sedim6t on site, G.S. I 13A-57(3) 0 k..Otlieqdescribe)
Vf. Failure to take all reasonable measures 15A NCAC 04B.0105
G. Potential NPDES Permit Violation? Yes No 0 Describer. / &/Ah VrA I-e.11 <-
7. Has sedimentation damage occurred since last inspection? YesIf ycg, where? (check all thitt apply): No Ll
Lake/natural watercourse on the tract 13 Lake/natural watercourse off the tract 0 Other property,, r'111 _�r 4�.V 6/_ _ _ y
. 2;2,01,7 ' Z-//,- _/ I/ /."� r, A
Description: ; o / I- '_
D�g_rccof&mage: Slight 0 Moderate M' Severe 0
S. Contact made with (Name) 11 1' Z? P (-," 7fi/ I-e-- Title
Inspection Report given 0 or sentEl to Person Financially Responsible Date given/sent --Z Ik 176 3
9. Corrective actions needed:
ALM -,417 kX _d//r 4
'4
V
7L r3 71e I '�l r�.- Y,—, I L < , .-. / r, / (
V r
Y24r, P7 r 47
A
19. Comments: ,-L SMW
fi Jim 64
0— f
/1 7-"
7" 0 '-,9 7' r2- /_42 -7L- L1(3
ne-
Report by: X�c Others present
Date of Inspection:—) Time arriving at site: ?' A -.a, Time leaVing site:
.1

DETENTION POND ANALYSIS FILE NAME: G:\DATA\WPDATA\WQS\POND1020727.VVK1
PROJECT#: SW8 020727 REVIEWER: L. Lewis
PROJECT NAME: Acess Storage
DATE- 11 -Oct-02
Receiving Stream: Shallotte River Class, SC.
Drainage Basin-. Lumber Index No. 15-25-2-(5)
Site Area 3.59 acres
Drainage Area 15fl
4B2,00``square feet Area = 3.45 acres
IMPERVIOUS AREAS
Rational C
Buildings 58194,00 square feet
Parking 53904.00 square feet
SW 177.00 square feet
square feet
square feet
square feet
TOTAL square feet Rational Cc= 0.05
SURFACE AREA CALCULATION
% IMPERVIOUS 74.61%
Des. Depth 6
TS& 90
SA/DA Ratio
4.22%
Req. SA
6354 sf
Prov. SA
890.]
sf
VOLUME CALCULATION * place a "'I" in the box if Rational is used
Rational ?*
Des. Storm
inches
Rv=
0.72
Bottom
5 msI
Perm. Pool
.. . . ......
1".0 msl
Design Pool
12.2 msi
Design SA
8265 sf
Req. Volume
cf
Prov. Volume
cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
FOREBAY
Perm. Pool Volume= 19035
Req. Forebay Volume= 3807
Provided Volume= 3483.00
Percent= 1: 8 :'.8
SA @
Elevation=
Q2 Area = 2.08 sq. in.
Q5 Area = 0.63 sq. in.
Orifice Area 1.77 sq. in.
Q= 0.045 cfs
n x
COMMENTS
Surface Area , Volume and Orifice are within Design GuidelineE

I [ �
M
j
i -
i
i
i
1
1
I
1.
1
2
l
i
f
{
:
I 3
V
f
{
1
c�3
M
f
f
I
i
10,
s.:•..:.:•:%e;:•:•:•:,:- •:,:;i E`'E-E `:iEis?..•............:' eE='er''c'i' S"" c'i'EI3''c 'i c"'r'S" 'E''E'c'='r'
t
1
.I.
1
I 1
1
1%S
1
I
1
WHOM
FL
Blain
105
Ing
MIN
!too I
ON
Elf i
lit
it
OE
pit i
its
040
fTom
low
MIT
111101111 Ell;
I
'!litany I
1
f
-
I
ti
f
11
�v
f
c -
9
7
1
I
B 1
I
3
1
I` -
f
13
}
i
f
i
'l
IN
Not i
blimp! Hill -
Mitsui
its
IN
Sly
ma
lip Ism
ii TER
I
ExisriNG suit all
D
nw
1
I
I
f
12
1
i
I '
I
'I
LL—
I
TOTAL AREA
ROAD
O
BUILDING
WALK
TOTAL BUA
1
5929
3420
2310
7 5 30
2
10069
2889
718fl
10069
3
4 859
4994
3600
4 859
4
13625
4739
8120
12859
5
10800
4950
5850
10800
6
8883
5339
1336
177
6852
7
5496
3150
2350
5500
8
1295$
5435
4$flQ
10235
9
7795
2 3 5fl
26fl0
5850
1 0
1 3002
5552
7450
13Q02
11
$250
3250
5000
8250
12
31553
1008
1Q0$
13
13528
6936
6590
13526 56
TOTAL
150482
53904
58194
177
112275