SW8020120_COMPLIANCE_20030915

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

0f WATER Michael F. Easley, Governor
�a p William G. Ross Jr., Secretary
�O North Carolina Department of Environment and Natural Resources
GO
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 15, 2003
CERTIFIED MAIL #7003 0500 0000 8804 3501
RETURN RECEIPT REQUESTED
Mr. Ed Hill, Member/Manager
Kaeco, LLC
811 Wood Cove Road
Wilmington, NC 28409
Subject: NOTICE OF VIOLATION
Surf City Auto Shine and Storage
Stormwater Permit No. SW8 020120
Pender County
Dear Mr. Hill:
On September 12, 2003, Wilmington Regional Office personnel performed a
Compliance Inspection of the subject project, located on Highway 50 in Surf City,
Pender County, North Carolina. The inspection was performed to determine the status
of compliance with Stormwater Permit Number SW8 020120, issued to you on June 20,
2002.
The project has been found in violation of Stormwater Permit Number SW8
020120 , issued pursuant to the requirements of 15A NCAC 2H.1000. The violations
found are:
1. Section 11.9- A permit modification is required for any redesign or addition
to the approved drainage area. The drainage area contains an
unpermitted offsite discharge from the property to the south. This drainage
has not been addressed as of the reinspection date. Perhaps the
construction of the approved retaining wail will alleviate this concern. T
2_._._ Section _11.1and...11.3m The -permitted -system -must -be -constructed -and
vegetated prior to it's use as a stormwater management facility, and must
be properly maintained to assure optimum efficiency. The vegetation on
the slopes closest to the access road (north side) has died, and the slopes
are steeper than 3:1 in places.
3. Section 11.7- The facility must be certified by an appropriate designer
before the Certificate of Occupancy can be issued. The designer's
certification has not been submitted, and the facility is occupied and in
use.
4. Section 11.3- The permitted system must be maintained to assure optimum
efficiency. The overall impression at this pond is one of mild neglect. It
appears that monthly maintenance is not being performed.
A
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service --�
Wilmington Regional Office Wilmington, NC. 28405 [phone] Fax [phone] fi—CbEtva

Mr. Hill
September 15, 2003
Stormwater Permit No. SW8 020120
5. Section 11.12- Prior to the sale or lease of any portion of the property, the
permittee shall provide the name, mailing address and phone number of
the purchaser or lessee. Per your August 12, 2003, letter, the carwash
portion of the project has been sold. The owner is required to have his/her
own offsite permit.
6. Section 11.14- Within the time frame specified, the permittee shall submit a
written time schedule to the Director for modifying the site to meet the
minimum requirements. The letter you submitted in response to the July 8,
2003, inspection report, did not contain this date.
To correct these violations you must:
Provide a written "Plan of Action" which outlines the actions you will take
to correct the violations and a time frame for completion of those actions,
on or before October 15, 2003.
2. If the retaining wall will not be built, please either revise the project to
include the offsite drainage area, and resize the pond to accommodate the
increased area and volume, or reroute the drainage around the pond via
an alternate method.
3. Regrade•the steep slopes to 3:1 and provide a vigorous stand of
permanent vegetation.
4. Establish a monthly maintenance and inspection program.
5. Provide the name, mailing address and phone number of the purchaser of
the carwash portion of this project.
6. Specify a reasonable time frame for completion of the required actions in
your written response.
7. Provide the required designer's certification upon the satisfactory
resolution of the above items.
Failure to provide the "Plan of Action" by October 15, 2003, or to correct the
Violations by tWe date designated -in tt a "Plan of Action are considered violations of
15A NCAC 21H.1000, and may result in the initiation of enforcement action which may
include recommendations for the assessment of civil penalties, pursuant to NCGS 143-
215.6A.
If you have any questions concerning this matter, please call Linda Lewis at
[phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:1WQSISTORMWATINO ICE1020120.seo03
cc: John Klein, P.E., Wrightsville Engineering Services
Pender County Building Inspections
Linda Lewis
Central Office
2

Mr. Hill
September 15, 2003
Stormwater Permit No. SW8 020120
Surf City Auto Shine and Storage
Pender County
Stormwater Project No. SW8 020120
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAT_
3

Mr. Hill
September 15, 2003
Stormwater Permit No. SW8 020120
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
Requireddrawdown devices are correctly sized per the approved plans. T
12. All required design depths are provided.
13. Ail required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ
Pender County Building Inspector
4

C�
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM/
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
- DW Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: �"REC
Contact Person: - �� 1-k % LA_
For projects with multiple basins, specify w}'
elevations
Basin Bottom Elevation �aZ"'a
Permanent Pool Elevation_ �L1
Temporary Pool Elevation
w3 E
Phone Number: %0 '-Iq4- Z"
:11 basin,this worksheet applies to: N 11Q
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 35ii5' sq. ft.
Drainage Area ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
S AIDA�/
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
1 • lZ. ac.
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
l 3577 cu. ft. (combined volume of main basin and forebay)
,4A 3Z cu. ft. (volume detained above the permanent pool)
Z 7 4 'cu' ft. ` (approximdtely 20% of total volume)
q • (surface area to drainage area ratio from DWQ table)
l • oo in. (2 to 5 day temporary pool draw -down required)
t - O in.
85: % (minimum 85% required)
Pagel of 4

Footnotes:
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
Z In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
07"-" 6f_ d. The permanent pool depth is between 3 and 6 feet (required, minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
/C. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the'outlet (include non -erosive flow
calculations)
Jf. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the -overflow and orifice.
_►alp, k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin' . '
m. A mechanism is specified which will drain the basin"fot maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does @'does not incorporate a vegetated' filter at the outlet.
This system (check one) 0 does "oes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
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,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed. ► ' .
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. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
4.1
When the permanent pool depth reads 4feet in the main pond, the sediment shall be removed.
4.1
When the permanent pool depth reads ti .r feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation (-7• 0
Sediment Re oval El. 4-'5 12.1175
----- - Sediment Removal Elevation 1
Bottom Ele ation 1.2r5 11.5 qo------------------------------------ -
Bottom Elevation i�� 1,
FOREBAY MAIN POND
Llev ern Gh �,�,es r�oo(e G-za-oz ,40-
75%
25 %
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99
Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:�/`�aLf�r-�w�-�
Title:
c L...` �(-4 ZILt -(- I -%-CO
Address: S l t \40- , Cove i-o ^a
Phone
Signat
Date: 4/ - Z,7'- ` 2
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Pawta 0. ac,o-.42w a ki , a Notary Public for the State of /VU r-� A Oa ►'-o l 1 n 5
County of A) ew I TLC tl 00 'Er' , do hereby certify that 6 r'oa dc's Ed wa r d 11 r_r t t !_ I
personally appeared before me this —a3-r day of __L- Q n uci_ r V r?00 3, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
. • r` `
SEAL -
My commission expires g ^ y - 0 3 (�- a C4`
r r'
.;,pF
Form SWU-102 Rev 3.99 Page 4 of 4

OF E WA7-R Michael F. Easley, Governor
p William G. Ross Jr., Secretary
�O G� North Carolina Department of Environment and Natural Resources
iAlan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 8, 2003
Mr. Broadus E. Hill, III, Member/Manager
Kaeco, LLC
811 Wood Cove Road
Wilmington, NC 28409
Subject: COMPLIANCE INSPECTION
Surf City Auto Shine and Storage
Stormwater Project No. SW8 020120
Pender County
Dear Mr. Hill:
Please find attached a copy of the completed form entitled "Stormwater
Compliance Inspection Report". The report summarizes the findings of a recent
inspection of the project's stormwater controls conducted on July 1, 2003, to determine
compliance with Stormwater Permit Number SW8 020120 issued to you on June 20,
2002.
A summary of the findings and comments are noted under Section 4 of the
report. Please inform this Office in writing before August 8, 2003, of the specific actions
that will be undertaken and the time frame required, to correct the deficiencies. Failure
to provide the requested information, when required, may initiate enforcement action. If
you have any questions please contact me at the Wilmington Regional Office, telephone
number [phone].
RSS/arl
cc:
Sincerely,
Linda Lewis
Environmental Engineer
S:IWQSISTORMWATIINSPECT1020120. ju103
John Klein, P.E.
Wilmington Regional Office
Linda Lewis
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer service ZA
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] INCDEtv'e

STORMWATER COMPLIANCE INSPECTION REPORT
1
2.
3.
4
Project Name: Surf City Auto Shine and Storage
Project Number: SW8 020120
Water Body: ICWW
Control Measure: Wet Detention Pond
Classification: SA
Directions to site, address: Off Highway 50 just east of the intersection with
Highway 210 near Surf City.
Inspection Date: July 1, 2003
Weather Conditions:. overcast and hot
Compliance Issues:
a. The pond is in need of permanent grassed stabilization.
b. The Designer's Certification has not been submitted.
C. There is offsite runoff entering the pond from the property to the
south. The ditch as shown on the approved plans does not extend
up far enough to catch this runoff and divert it.
d. The retaining wall as shown on the approved plan has not been
constructed.
Required Actions:
a. Provide an immediate stand of permanent grassed vegetation, per
the permanent seeding table on the approved plans.
b. Have an appropriate design professional inspect the system and
submit the required Designer's Certification.
C. Reroute the offsite runoff or submit a modification to account for the
additional drainage area.
d. Construct the approved retaining wall, or submit a modification to
account for this plan revision.
r
Inspector: Linda Lewis
Water Quality/Wilmington Regional Office/[phone]
IRSSlarl: S:1WQSISTORMWATIINSPECT1020120.ju103

DETENTION POND ANALYSIS FILE NAME: G:IDATAIWPDATAIWQSIPOND1020120.WK1
PROJECT ##: SW8 020120 REVIEWER: L. Lewis
PROJECT NAME: Surf City Auto -Shine and Storage
DATE: 20-Jun-02
Receiving Stream: ICWW Class: SA (>112 mile)
Drainage Basin: Cape Fear Index No. 18-87-(5.5)
Site Area 1.63 acres
Drainage Area :. �fl�7`$.;O};' square feet Area = 1.63 acres
IMPERVIOUS AREAS
Building
Parking
111159�1111111
SURFACE AREA CALCULATION
Rational C
14156.00 square feet 1.00
34721.00 square feet 1.00
square feet
square feet
square feet
square feet
4.887a0 square feet
Rational Cc= 0.75
% IMPERVIOUS
68.86%
SA/DA Ratio
4.43%
Des. Depth
5.5
Req. SA
3146 sf
TSS:
90
Prov. SA %......:.....
575 sf
VOLUME CALCULATION
Rational ?`
1
Des. Storm
............::.. 1p..0:
inches
R v=
0.67
Bottom
11.5
msl
Perm. Pool
17,0.:<
msl
Design Pool
18.1
msl
Storage met @elev
18.1
sf
Req. Volume
4443 <
cf
Prov. Volume
€...4441.:
cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
place a "1" in the box if Rational is used
Perm. Pool Volume=
13877
Req. Forebay Volume=
2775.4
Provided Volume=
2794.00
Percent=
17.00 3575.00
0 0.00
18.00 4361
3968 3968.00
19 4916
4638.5 8606.50
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
1.06
sq. in.
0.42
sq. in.
0.79
sq. in.
0.019
cfs
in x
FM
in

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Ed Hill
KAECO LLC
811 Wood Cove Rd.
Wilmington, N. C. 28409
Division Of Water Quality
Ms. Linda Lewis
127 Cardinal Dr. Extension
Wilmington, N.C. 28405
RE: Stormwater Permit SW8 020120
Surf City Auto -Shine & Storage
Plan Of Action
Nov 2 5 2002
11/22/02
.Construction of the stormwater collection and"retention system
will resume the week of 11/25/02 and continue until complete.
Work to complete listed items ( per DWQ letter 10/24/02 shall
be finished within 45 days (approx. Jan. 10, 02).
Sincerely,
Ed Hill
KAECO LLC
VIA: Fax [phone]
Hand delivery
CC: John Klien
File

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N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax (910) 350=2004
Vq A TEA.
4 'r
M1ichael F. Easley, Governor-
William G. Ross. Jr:, Secretary
North Carolina Department of Environment and Natural Resources -
October 24, 2002
CERTIFIED MAIL #7001 1940 0000 4636 3866
RETURN RECEIPT REQUESTED
Mr. Broadus E. Hill, III, Member/Manager
KAECO, LLC
81 l Wood Cove Road
Wilmington, NC 28409
Dear Mr. Hill:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
Subject: NOTICE OF VIOLATION
Surf City Auto -Shine and Storage
Stormwater Permit No. SW8 020120
Onslow County
On October 24, 2002, Wilmington Regional Office personnel performed a Compliance
Inspection of the project known as Surf City Auto -Shine and Storage, located on NC 50/210 in
Surf City, Onslow County, North Carolina. The inspection was performed to determine the
status of compliance with Storm -water Permit Number SW8 020.120, issued to you on June 20,
2002.
The project has been found in violation of Stormwater Permit Number SW8 020120,
issued pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
1. Conditions I.5 and II.6- The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater
control system. TIIe facilities shall be constructed as shown on the approved
plans.
a. The approved plans show that the roof drains of the rear building are to be
collected and sent to the collection system. In reality, the roof drains empty
onto the ground and drain into the property behind it, not into the pond.
b..- - The'required' outlet 'strucr re has -not been provided in the pond per the
approved plans.
C. The required forebay has not been provided per the approved plans.
d. The required vegetated shelf has not bee provided.
2. Condition II.1-777e stormwater management system shall be constructed in it's
entirety,, vegetated and operational for its intended use prior to the construction
of any built -upon surface.,
The pond has not been vegetated, does not have either a vegetated shelf, or an
outlet structure, or a forebay, but the storage buildings have been completed and
the gravel drive is in placeVXY
A*-11
NCDENR
Customer Service
800-623-7748

Mr. Hill -- - -
October 24. 2002
Storim\rater Permit No. S\VS 020120
To correct these violations you must
I . Provide a written "Plan of Action" which outlines the actions you will take to
correct the violations and a time frame for completion of those actions, on or -
before November 24, 2002.
- _ 2. - Construct the roof drain collection system for the rear building per the approved -
plans.
3. Construct the forebay per the approved plans.
4. Construct the outlet structure per the approved plans.
5. Construct the vegetated shelf and plant it with the specified wetlands species per
the approved plan.
6. Repair and stabilize the pond slopes with permanent vegetation, per the approved
plan.
Failure to provide the "PIan of Action" by November 24, 2002, or to correct the violations
by the date designated in the "Plan of Action", are considered violations of 15A NCAC 2H.1000,
and may result in the initiation of enforcement action which may include recommendations for
the assessment of civil and criminal penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the Onslow County Building Inspector, this Office is requesting
that the Building Inspector consider withholding building permits and Certificates of Occupancy
for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Ms. Linda Lewis at (910)
395-3900.
Sincerely,
L. tom—
Rick hiver
Water Quality Regional Supervisor
RSS:larl S:1WQSISTORMWATIN0TICE1020120.00T
CC' John Klein, P.E.
Town of Surf City Building Inspections
Linda Lewis
Central Office

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