SW7051007_HISTORICAL FILE_20060331

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7!� J6OD7
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
C
DOC DATE
YYYYMMDD

MAR 01 2006 3:59PM MACK GAY ASSOCIATES 2524467715
P. 1
MACK GAY ASSOCIATES, P.A.
1667 Woodruff Road
Rocky Mount, North Carolina 278(4
Telephone [phone]
Fax [phone]
mgapa@)earthlink.net
Date: March 1, 2006
,lob: P050097
Re: Carolina Quick Lube & Super Wash
S. Glenbumie Road
New Bern, NC
To: Amy Franklin, DWQ
Washington Regional Office
943 Washington Square 114ail
Washington, NC 27889
LETTER OF TRANSMITTAL
IV
t:s r� •�
We are sending: X Attached ❑ Under separate cover
Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑Specifications
❑ Copy of #attar ❑ Char�le order
COPIES DATE NO. DESCRIPTION
t 0=066 Wet DetsrifiiM Basin Suppiamentais
THESE ARE TRANSMITTED as 3:hecked below:
X For approval LJ Approved as submitted L Resubmit copies for approval
❑ For your use ❑ Apprc-ved as noted ❑ Submit copies for distribution
D As requested ❑ Retur;,wed for corrections ❑ Return corrected prints
❑ For review and comment
❑ FOR BIDS DUE
REMARKS: Revised Supplement jls for the basins.
SIGNED: Steven L. Buie, PLS

n
U
MACK GAY ASSOCIATES. P.A.
1667 Wbodruff Road
Rocky Mount, North Carolina 27804
Telephone [phone]
Fax [phone]
[e-mail]
Date: March 1, 2006
,lob: P050097
Re: Carolina Quick Lube & Super Wash
S. Glenburnie Road
New Bern, NC
LETTER OF TRANSMITTAL
MAR 0 62006
DWO
To: Amy Franklin, DWQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
We are sending: $( Attached ❑ Under separate cover
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples []Specifications
❑ Copy of letter ❑ Change order
COPIES DATE NO. DESCRIPTION
1 03/01/06 Wet Detention Basin Supplementals
THESE ARE TRANSMITTED as checked below:
X For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment
❑ FOR BIDS DUE
REMARKS: Revised Supplementals for the basins.
0 SIGNED: Steven L. Buie, PLS
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints

��F W A 7F Michael F. Easley, Governor
William G. Ross Jr., Secretary
Cq North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
r>TZ4 rl= ook\ r= 7 n rr r;=
February 17, 2006 %�9
Mr. Allen C. Bardwell. Jr FEB 2 7 2006
Birdland Properties, LLC
902 Cara Cara Drive
New Bern, NC 28560 ' DWQ—VVARO
Subject: Stormwater Review SW7051007
Carolina Quick Lube and Super Wash
Craven County
Dear Mr. BardwelI:
This office received a Coastal Stormwater permit application and plans for the subject project on December
27, 2005. A preliminary review of your project indicates that before a State Stormwater permit can be issued the
following additional information is neeJed.
➢ Please note the minimum flow path must have a length to width ratio of 3 to 1, please correct for the area 2 pond. The
water entering through the curb outlet closest to the back of the building does not have a 3:1 flow path. Also, note that
the pond in general does not meet the 3:1 ratio.
Please show the inlet and outler protection for the pipes on the Stormwater plan. This will ensure that they are not seen
as temporary measures and removed once the vegetation is established.
✓;o Please clarify the pond contour:. It appears that part of the pond contours have 2 elevations on them.
➢ Please verify that the pond drains to the Neuse River and not Jack Smith Creek.
✓➢ Please use the SA/DA chart for coastal areas (chart attached) and recalculate volumes and surface areas.
Please label and dimension the permanent and temporary pool elevations on the plan view of the pond.
tease note that the overflow elevation in area 1 must be above the temporary storage volume elevation so that the
required volume is completely contained.
➢ Please note that for area 1 the bottom elevation of the pond should be 89 feet.
The above requested information must be received in this office prior to March 20, 2006 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the application fee. If
you need additional time to submit the required information, please mail or fax your request for time extension to this office at
the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development activity.
Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina General Statute 143-215.1 and may
result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel free to
contact me at [phone].
Sincerely,
Amy L. in
Environmental Engineer
Washington Regional Office
cc: Mark A. Russell, PE, Mack Gay Associates, P.A.
Washington Regional Office
NNo `hCaro
hmai
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet h2o.enr.state.nc.us 1,43 Washington Square Mall, Washington, NC 27889
An Equal OpportunitylAKrmative Action Employer— 50% Recycled/10% Post Consumer Paper
Customer Service
1-877-623-6748

�QF W A)- Michael F. Easley, Governor
William G. Ross Jr., Secretary
VJ r North Carolina Depanment of Environment and Natural Resources
DX.
Alan W. Klimek, P.E. Director
Division of Water Quality
February 17, 2006
Mr. Allen C. Sardwell, Ir
Birdland Properties, LLC
902 Cara Cara Drive
New Bern, NC 28560
Subject: Stormwater Review SW7051007
Carolina Quick Lube and Super Wash
Craven County
Dear Mr. Bardwell:
This office received a Coastal Stormwater permit application and plans for the subject project on December
27, 2005. A preliminary review of your project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
➢ Please note the minimum flow path must have a length to width ratio of 3 to 1, please correct for the area 2 pond. The
water entering through the curb outlet closest to the back of the building does not have a 3:1 flow path. Also, note that
the pond in general does not meet the 3:1 ratio.
➢ Please show the inlet and outlet protection for the pipes on the Stormwater plan. This will ensure that they are not seen
as temporary measures and removed once the vegetation is established.
D Please clarify the pond contours. It appears that part of the pond contours have 2 elevations on them.
➢ Please verify that the pond drains to the Neuse River and not Jack Smith Creek.
4 �4 Please use the SAIDA chart for coastal areas (chart attached) and recalculate volumes and surface areas. —Gy-
➢ Please label and dimension the permanent and temporary pool elevations on the plan view of the pond.
➢ Please note that the overflow elevation in area I must be above the temporary storage volume elevation so that the
required volume is completely contained.
➢ Please note that for area I the bottom elevation of the pond should be 89 feet.
The above requested information must be received in this office prior to March 20, 2006 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the application fee. If
you need additional time to submit the required information, please mail or fax your request for time extension to this office at
the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development activity.
Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may
result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel frec to
contact me at [phone].
Sincerely,
Amy L. anklin
Environmental Engineer
Washington Regional Office
cc: NV ark A. Russell, PE, Mack Gay Associates, P.A.
-iwashington Regional Office
o `
NhCaro
A171111711
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.naus 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffinnaWe Action Employer— 50% Recyded110% Post Consumer Paper

85% TSS REMOVAL
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
1.0
.9
.8
.7
.6
.5
3 0 %
2.5
2.2
1.9
1.8
1.6
1.5
f.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
5 0 %
.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
1 3.5
3.2
2.9
2.6
2.3
2.0
1.6
70 %
6.0
5.2
4.5
4.1
3.7
*3.3
2.9
1 2.5
2.1
1.8
80 %
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90 %
7.5
6.5
5.8
5.3
4.8
1 4.3
3.8
3.3
2.8
1.3
100%
8.2
7.4
6.8
6.2
5.6
1 ..5.0
4.4
3.8
3.2
2.6
*Revised 10/31/97
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
FDEPTH
3'
3.5' 4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10 %
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
3.1
2.8
2.5
2.1
1.8
1.4
1.1
5 0 %
5.6
5.0 4.3
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 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
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90 %
10.7
1 9.0 7.9
7.2
1 6.5
5.9
5.2
1 4.6
1 3.9
1 3.3
100 % J.12.0
�--10-0 8.8
8.1
7.3
6.6
L5.8
5.1
4.3
3.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

O��F wA rFj4QG Michael I .Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-C Alan W. Klimek, P.E. Director
Iivision of Water Quality
January 11, 2006 l}
Mr. Allen C. Bardwell. Jr � alV-'
6
Birdland Properties, LLC
902 Cara Cara Drive
New Bern, NC 28560
Subject. Stormwater Review SW7051007
Carolina Quick Lube and Super Wash
Craven County
Dear Mr. Bardwell:
This office received a Coastal Stormwater permit application and plans for the subject project on December
27, 2005. A preliminary review of your project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1'➢' Please show or note on plans that roof drains are directed to the basins.
Please update seeding schedule to represent the most recent Sedimentation and Erosion Control design manual that
does not include weeping love grass as an approved vegetation for slopes. In addition, please note on the seeding specs
what vegetation will be specified for the dry detention basin. Please take into account the frequent inundation periods
ofthe basin.
}>,,,,PIease include an additional 20%storage volume for sediment for both basins.
p f �yn� �(➢ Please note the minimum flow path must have a length to width ratio of 3 to I, please correct for the front basin.
�J ➢ Please show the inlet and outlet protection for the pipes on the Stormwater plan.
➢ Please show a trash guard/rack at the outlets of the dry detention basins to keep trash from blocking outlets.
19� Please label drainage area i and 2 on the plan sheet.
➢ Please clearly show what the I -inch storage volume is for both drainage areas. Also show the provided storage at the
weir wall elevation within the calculations.
Please remove the swales from inside the basin. These 2 BMPs should be in series.
Nt� Please note that a dry detention basin does not meet the required 85% TSS removal and should be used with a
vegetated filter. Please add a vegetated filter to the back drainage area. Please note that the filter should be 100 foot
long per drainage acre:
�} Please note that a signed operation and maintenance schedule must be submitted for the dry detention basin.
011 Please fill out an extended dry detention basin supplement form for each basin (form attached).
The above requested information must be received in this office prior to February 6, 2006 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the application fee. If
you need additional time to submit the required information, please mail or fax your request for time extension to this office at
the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development activity.
Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina General Statute 143-215.1 and may
result in civil penalties of up to S10,000 per day.
Please reference the Stormwater Project Number above on all correspondence, If you have questions, please feet free to
contact me at [phone].
Sincerely,
U�
Amy L. I-ranklin
Environmental Engineer
Washington Regional Office
cc: Mark A. Russell, PE, Mack Gay Associates, P.A.
Washington Regional Office
No hCarob
Naturall
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-;i
An Equal Opportunity/Affirmative Action Employer- 50% Recyded110% Post Consumer Paper

Permit No.
(To be provided by DWQ2)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
EXTENDED DRY DETENTION BASIN SUPPLEMENT
• ' This form may be pholocopied far use as an original.
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a dry detention basin supplement for each basin,
design calculations, plans and specification showing all basin and -outlet structure details,,and a fully executed
operation and maintenance agreement.
I. PROJECT INFORMATION (Please complete the following information):
Project Name:
Contact Person: Phone Number:
For projects with multiple basins;"specify which basin this worksheet applies to:
Elevations
Bottom Elevation:
fmsl
Design Storage. Elevation:
fmsl
Sediment Storage Elevation:
fmsl
Areas
Drainage Area:
square feet
Built -upon- Area:
square feet
Bottom Surface Area-
square feet
Design Storage Surface Area:
square feet
Volumes
Required Design Volume:
cubic feet
Detention Volume Provided:
cubic feet
Sediment Storage Provided:
cubic feet
Other Parameters
Design Storm:
❑ l year-24'hour storm
SH WT elevation:
fmsl
Drawdown Orifice Size:
Orifice Invert Elevation:
.fmsl.
Time to drawdown:
hours
(floor of the basin)
(elevation at which the total volume is provided)
(elevation where the sediment level reaches)
(onsite and offsite drainage to the basin)
(onsite and offsite drainage to the basin)
(floor of the basin) .
(the top of the I plus .sediment storage)
(Based on chosen Design Storm)
(Total volume provided at the storage elevation)
(Equivalent to 20% of the detention volume)
❑ I" (Please check only one baz)
Proposed Additional BMP to achieve 85% TSS (check one):
❑Grassed swale ❑Vegetated Filter ❑Other
Form SWU-
Page 1 of 3

Permit No.
(To be provider! by DWQ)
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, November, 1995) and Administrative
Section 15A NCAC 2H.1008.
Initial in the blank space provided -in front -of each item 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, please attach written justification.
(Applicant or, authorized agent Please initial in the appropriate blanks)
a. The basin captures the runoff from the 1 year, 24 hour storm and releases it over a period of 48
hours
b OR the basin captures the volume of runoff from the I inch storm and allows it to draw down over
a period of 2-5 days.
c. The minimum flow length ratio is 3:1, L:W.
d. Basin sideslopes are no steeper than 3:1.
e. A small permanent pool has been provided at the outlet to reduce clogging.
f. Cleanout access has been provided, sufficient for heavy equipment.., , .
g. A drain has been provided which will completely empty the basin for cleanout.
h. Sufficient volume has been provided to meet any local government peak flow requirements.
i. If the basin was used during construction as a sediment basin or trap, it must be cleaned out to .
design specifications prior to operation as a dry detention basin.
J. A vegetation plan'has been prepared by a N.C. licensed professional. Consideration must be given
to the'grasses specified due to the -frequent inundation..
k. The basin must be stabilized within 14 days of construction.
1. The design provides for a sediment storage volume that is equal to 20% of the runoff detention
volume.
m.Inlet and outlet channels have been protected from scour during high flows from large storms.
n. In areas of easily erodible soils, an additional plunge pool at the inlet has been provided; or riprap
is used as an energy dissipator.
.o. A forebayy to capture sediment is provided"to make cieanout easier.
p. The basin is located in uncompacted natural soils.
q. The seasonal high water table is located at least 1 foot below the bottom of the extended dry
detention basin.,
r. An additional BMP has been designed to operate in conjunction with this dry detention Basin to
meet the require&minimum 85% TSS removal.
III. EXTENDED DRY DETENTION OPERATION AND MAINTENANCE AGREEMENT
The extended dry detention system is defined as the dry detention basin, forebay, and the required additional
BMP.
This system (check one) does does not incorporate a vegetated filter.
This system (check one) Odoes Hdoes not incorporate non-integrated pretreatment.
At a minimum, the following maintenance activities shall be performed:
1. All grassed areas of the system shall be mowed at least twice annually, more frequently during the
summer months, as needed.
2. Monthly or after a runoff -producing rain event- inspect the system to make sure it is functioning
properly. Remove any accumulated debris from the system, outlet and orifice.
Form SWU-
Page 2 of 3,

Permit No.
(To be provided by DWQ)
3. Repair and revegetate any eroded side slopes and any erosion around the inlets and outlet immediately.
4. Check the depth of the system. If sediment has accumulated to the point that the volume has been
reduced to 75% of the original depth, it must be removed.
5. Inspect and repair the emergency spillway to keep in good working order.
6. Remove woody vegetation from the banks of the system.
7. Any areas of the system found to be deficient shall be repaired or replaced to design standards
immediately.
8. Written records of the inspections and maintenance activities shall be kept on file. See the permit for
specific written record requirements.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
operation and maintenance procedures for this dry detention system. I agree to notify DWQ of any problems
with the system or changes in the name of the project, responsible party, or address.
Print name:
Address:
Phone:
Signature:_
Title:
Fax:
Date:
Note: The legally responsible party shall not be a homeowner's association unless more than 50% of the lots are sold,
or the developer no longer holds a majority vote, and a resident of the subdivision has been named the president.
I,
County of
a Notary Public for the State of
do hereby certify that T personally appeared
before me this the day of , , and acknowledge the due
execution of the forgoing dry detention basin operation and maintenance agreement. Witness my hand and
official seal,
SEAL
otary Signature
My Commission expires
Form S W U-
Page 3 of 3

�OF W A TF9p Mirlraef F. Easley, Governor WetTO
`O G William G. Ross Jr.. Secretary
�!] North Carolina Deparurrcau of Envimnrnent and Natural Resources
Alan W. Klkwk, P.E_ Director
Division of Water Qualit}
November 17. 2005
Mr. Cliff Bardwell, Jr.
Blydland Properties, LLC
1�
1206 S. Glenbumie Road
New Bem, NC 27806
Subject: Stomrwater Review SW70510O7
Carolina Quick Lube Super Wash
Craven County
Dear Mr_ Bardwell:
This office received a copy of your Sedimentation and Erosion Control application for the subject
project on October 5, 2005. North Carolina Administrative Code 15NCAC 21-1.1000requires that any
project that must receive either a Sedimentation and Erosion Control Plan approval, and/or a CAMA
Major permit, apply for and receive a Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application form, application fee of
$420.00, two sets of plans and speons showing the proposed project and all stormwater treatment
units along with engineering calculations and a narrative description. This application package should be
received by this office prior to December 19, 2005. If an applicabon package is not received by this date
we will consider the project incomplete. We also have an Express Permitting program. If you are
interested in this program you may contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-
3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement
action including civil penalty assessment of up to $10,000 per day.
If you have questions. please feet free to contact me at [phone].
Sincerely. - J1
Amy L. Franklin
Environmental Engineer
Washington Regional Office
cc: /llashington Regional Office •
Mack Gay Associates, PA
North Carolina Division of Water Quality Washingtoo Regional Office • Phone [phone] FAX [phone] Customer Service
k*rttet h2n.enr.st4amus 943 Washington Squwe Mall, WashmpxL NC 27899 1-877-623-6748

OF W A TF9 Michael F. Easley, Governor WOM
�13 QG William G. Ross Jr., Secretary
North Carolina Deparuirent of Environment and Natural Resources
j
0 Alan W. Klimek, P.E. Director
�
Division of Water Quality
November 30, 2005
Mr. Cliff Bardweil, Jr_
Birdland Properties, LLC
1206 S. Glenbumie Road
New Bern, NC 28560
Subject- Stormwater Review SV 7051007
Carolina Quick Lube Super Wash
Craven County
Dear Mr. Bardweil:
This office received a copy of your Sedimentation and Erosion Control application for thesubject
project on October 5, 2005. North Carolina Administrative Code 15NCAC 2H.1000requires that any
project that must receive either a Sedimentation and Erosion Control Plan approval, and/or a CAMA
Major permit, apply for and receive a Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application form, application fee of
$420.00, two sets of plans and specifications showing the proposed project and. all stormwater treatment
units along with engineering calculations and a narrative description. This application package should be
received by this office prior to December 30, 2005. If an application package is not received by this date
we will consider the project incomplete. We also have an Express Permitting program. If you are
interested in this program you may contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-
3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement
action including civil penalty assessment of up to $10,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
R C'n��:��
vE �
Amy L. Franklin
Environmental Engineer
Washington Regional Office
cc: ✓Washington Regional Office
Mack Gay Associates, PA
NoN`hCarol i
atural!
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.mus 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Oppotdmity/Atflmiative Action Employer - 50% Recyded 10% Post Cansttmer paper

NEUSE RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Hominy Creek
NEU06
27-57-6
D25SW3
WS-II;HQW,NSW
Hominy Swamp
NEU07
27-86-8
E27NW3
C;Sw,NSW
Honeycutt Creek
NEU01
27-20-(1)
D24NW9
WS-IV;NSW
Honeycutt Creek
NEUO1
27-20-(2)
D24NE4
WS-IV;NSW,CA
Hoods Creek
NEU10
27-101-38
G30SE5
C;Sw,NSW
Hooks Branch
NEU04
27-45-4
E24SE7
C;NSW
Hornpipe Branch
NEU05
27-BO-3
G28NWB
C;Sw,NSW
Horse Branch
NEU12
27-54-4
F26SW6
WS-IV;NSW
Horse Branch
NEU05
27-80-2
G28NW5
C;Sw,NSW
Horse Branch
NEU11
27-101-2
G28NW9
C;Sw,NSW
Horse Creek
NEU01
27-17-(0.3)
C24SE9
C;NSW
Horse Creek
NEU01
27-17-(0.7)
C24SE9
WS-IV;NSW
Horse Creek
NEU01
27-17-(2)
D24NE2
WS-IV;NSW,CA
Horsepen Branch
NEU07
27-86-21-1
F28NW8
C;Sw,NSW
Horsepen Swamp
NEU09
27-97-3
E29SW8
C;Sw,NSW
Horton Bay
NEU10
27-135-19
H32NE2
SA;HQW,NSW
Horton Creek
NEU13
27-150-26-1-3
G32NE7
SA;HQW,NSW
House Creek
NEU02
27-33-13
D24SW5
C;NSW
Howell Creek
NEU05
27-62-1
F27NW4
C;NSW
Howell Swamp
NEU07
27-86-13-1
E28SW4
C;Sw,NSW
Hullett Branch
NEU05
27-72-0.7
F27NE8
C;Sw,NSW
Hunters Branch
NEU10
27-112-5-1
H31NW6
SC;Sw,NSW
Indian Well Swamp
NEU09
27-97-5-2
E29SEB
C;Sw,NSW
Intracoastal Waterway
NEU13
27-150-31-1
G32NEI
SA;HQW,NSW
Intracoastal Waterway
NEU13
27-152-1
G32NE1
SA;HQW,NSW
Isaac Creek
NEU10
27-128-2
H32NWB
SA;HQW,NSW
Island Branch Swamp
NEU11
27-101-16-1
G29SE1
C;Sw,NSW
Island Creek
NEU11
27-101-33
G30SW6
C;Sw,NSW
Ives Creek
NEU13
27-150-26-1-4-1
G32NE7
SA;HQW,NSW
Ivy Swamp
NEU07
27-86-10
E27SE4
C;Sw,NSW
Jack Cabin Branch
NEU11
27-101-10
G29SW7
C;Sw,NSw
Jac],--SmithtCreek •".-
dNEU10�—
=27�i00'
G30SE2C—r-
C;SWNSW,'
Jacks Bay
NEU14
27-148-1-9
H33NW2
SA;HQW,NSW
Jacks Branch
NEU05
27-71-2-1
G27NE6
WS-IV;NSW
Jacks Branch
NEU10
27-115-5
H31NE7
SC;Sw,NSW
Jacks Fork
NEU07
27-86-17-1
F27NE6
C;Sw,NSW
Jacks Slough
NEU05
27-84.5
F29SW3
C;Sw,NSW
Jacob Branch
NEU07
27-86-26-2-2
E28NW9
C;Sw,NSW
Jennys Branch
NEU01
27-19
D24NE2
WS-IV;NSW,CA
Jericho Run
NEU05
27-81-2
F28SEB
C;Sw,NSW
Jerry Bay
NEU10
27-128-1.5
H32NWB
SA;HQW,NSW
Jimmy Prong
NEU07
27-86-14-1-3-1
F27NWG
C;Sw,NSW
does Branch
NEU10
27-112-2-1
H31SW3
C;Sw,NSW
John Benton Branch
NEU05
27-71-1-2
G27NES
C;NSW
John Day Ditch
NEU14
27-149-2-1
H33NE5
SA;HQW,NSW
John K. Swamp (parker Pond)
NEU04
27-52-2.5
F25SW4
C;NSW
Johnson Branch
NEU12
27-54-2.5
F26SW7
C;NSW
Johnson Swamp
NEU04
27-52-5-1
F25SW5
C;NSW
Jonaquin Creek
NEU10
27-12B-6-2
H32NW6
SA;HQW,NSW
Jones Bay
NEU13
27-152
G32NE2
SA;HQW,NSW
Joshua Branch
NEU11
27-101-5-1-2
G28SE4
C;Sw,NSW
Joshua Creek
NEU11
27-101-4
G28NE7
C;Sw,NSW
Jumping Creek
NEU11
27-101-20
G29SE5
C;Sw,NSW
Jumping Run
NEU01
27-2-17
C23SW5
WS-IV;NSW
Jumping Run
NEU04
27-52-2
F25SW7
C;NSW
Jumping Run
NEU05
27-77-1
F2BSW4
C;Sw,NSW
Jumping Run
NEU08
27-98-2.3
G30NW5
C;Sw,NSW
Jumpover Creek
NEU13
27-150-31-1-1
G32NE1
SA;HQW,NSW
Page 9 of 21

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5vJ �05� o0 7
EINANCLAI RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may in itiatc a land -disturbing activity on one or more acres as covered by the
Act before this form and an acceptable erosion and sedimentation control plan have been RECEIVF—
completed and approved by the band Quality Section, N.C. Department of Environment, l-lealdi
and Natural Resources. (Please type or print and, if question is not applicable, place N/A in the ���
blank). OCT
Part A. 1. Project Name 1Aj Wash Carolina Quick Lube -Super � � S Qer !WARD
2. Location of land -disturbing activityCounty CRAVEN
City or Township NEW BERN , and Highway/StreetS. GLEN ORNIE RD.
3. Approximate date that land -disturbing activity will be commenced: 11-01-2005
4. Put -pose of development (residential, commercial, industrial, etc.) COMMERICAL
5. Total acreage disturbed or uncovered (including off site borrow and waste areas):
1.75 Ac
6. Amount of fee enclosed S 100
7. Has an erosion and sedimentation plan been filed? Yes No X
Enclosed X
8. Person to contact should sediment control issues arise during land-disturbinn activity.
Name Cliff_Bardwelll Jr. Telephone [phone]`i6
9. Landowner(s) of Record (Use blank Page to list additional owners).
_ Birdl_and Properties, LLC
Name(s) M
1206 S. Glenburnie Road_
Current Mailing Address Current Street Address
New Bern, NO 21M560
City State Zip Ctty State Zip
a3s q �,Sb t 6,f7
10. Recorded in Deed Book No. //87 Pagc Nn. 0121
Part B.
1. Person(s) or firni(s) who are financially responsible for this land -disturbing
activity (Use a blank sheet to list additional persons or fauns):

K AND TRUST COMPANY 6077MACK GAY ASSOCIATES, P.A. SOUTHERN BAN66-258631
Civil Engineering *Surveying - Land Planning
MLG 1667 Woodruff Road
Rocky Mount, NC 27804 11/23/2005
Phone: [phone]
PAY TO ORDER OFTHE NCDENR **420.00
Four Hundred Twenty and 00/ 100
772AS DOLLARS
NCDENR'
Void After 60 Days
`�"' '
MEMO: New Bern Carwash Stormwater permitting

SECURITY FEATURES: MICHO PRINT TCP 6 SOT70M BORDERS - COLOqM PA77ERN - 4RT17VAL 'jVATFRm,%HK ON REVERSE SIDE MISSINC cE,gTJRE INW,TES A CU.`
MACK GAY ASSOCIATES, P.A.
NCDENR
Date Type
11/23/2005 Bill
Southern Bank
Reference
New Bern Carwash
11/23/2005
Original Amt. Balance Due Discount
420.00 420.00
Check Amount
New Bern Carwash Stormwater permitting
6077
Payment
420A0
420.00
420.00

y
Mi
State of North Carolina
Department of Environment and Natural R-sources
Washington Regional Office
Michae{ i=. Easley, Governor WIliam G. Rcss, Jr., Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
November 28, 2005
LETTER OF APPROVAL OF REVISED PL_4N
Mr. Allen C. Bardwell, Jr.
902 Caracara Dr.
New Bern, North Carolina 28560
RE: .Erosion and Sedimentation Control Plan No. Crave-2006-018
Carolina Quick Lube and Superwash
S- Glenburnie - Craven County
Drainage Basin: Neuse
Date Received: November 15, 2005
Responsible Party: Allen C. BardwelL Jr.
Dear Mr. Bardwell, Jr.:
This office has completed its review of the erosion and sedimentation control plan for the referenced
1-8 acre disturbance. Based on the information provided, we have determined the submitted plan for grading
associated with.a cleaning and maintenance facility for automobiles'with parking and storrnwater facilities, if
properly implemented and responsibly maintained, should meet the intent and minimum requirements of the
Act. We, therefore, issue this LETTER OF APPROVAL.
In 1973, the Sedimentation Pollution Control Act (copy available upon request)was enacted.
It established a performance oriented program with the objective of PREVEN7FLNG sediment damage to
adjoining properties .and/or natural resources resulting from land disturbing acriviries through the use of
reasonable and appropriate Best Land Management Practices, based on the approved plan and changing site
conditions, during the course of the project- AS THE DECLARED RESPONSIBLE PARTY -YOUR
RESPONSIBILITY is to understand the Act and comply with the following minimum requirements of -the
Act and the above listed modifications (if any):
an erosion and sedimentation control plan is only valid for 3 Years
following the date of initial approval.. if no land-disrurbing acirivity has beer,
undertaken;
- a copy of the LATESTAPPRO VED soil erosion and control plan must be on
file at the job site;
erosion and sediment control measures or devices are to be installed to
safely withstand the runo1J resulting from a 10 Year storm even: - 6.r -
inches in 24 hours or at the rate of 6_5 -7 inches it I hour:
543 Washington Square MaB, Washington, North Carolina 27339 Tei--phone 252-94c'-548, FAX 252-V75-3715
An EqualOaportuni{yEniployer �-onsu, �­_rpaper

Mr. Allen C. Bar -dwell, Jr.
November 28, 2005
40 Page 2 .
a buffer zone, sufficient to restrain visible sedimentation. must be provided
and maintained between the land -disturbing activity and any adjacenr
property or watercourse;
new or affected slopes must be at an angle that can be retained by vegetative
cover;
- barren slopes mim be provided with a ground cover (temporan! or
permanent)suffcient to restrain erosion within 21 calendar dais of
completion o�any phase (rough or final) of-rading_. (RYE GRASS IS
NOT in the approved seeding specifications nor is it an ACCEPTABLE
substitute for the providing of a ground cover);
-- unless a temporary, manufactured, lining material has been specified. a
clean straw mulch must be applied, at the minimum rate of 2 tons- acre. to
all seeded areas. The mulch must cover at least 75% of the seeded area
after it is either tacked, with an acceptable tacking material, or crimped in
place,
in order to meet the intent of the Act. the scheduling of the land -disturbing
activities is to be such that both the area of exposure and the time between
the land disturbance and the providing of a ground it minimized:
-- a permanentg round cover, sufficient to restrain erosion, must be provided
within the shorter of li working or 90 calendar dqus after completion of
construction or development, and,
-- except in the case of an emergency, a revised erosion and sedimentation
control plan must be submitted to and approved by this office prior to
initiating am, significant changes in the construction, grading or drainage
plans
-- this approval is based, in port, on the accuracy of the information provided
in the Financial Responsibility/Ownership form submitted with the proiect
plans_ You are required to file an amended form if there Ls any chana a in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer tivith a
change in project ownership.
Be advised that this letter gives notice of our right of periodic inspection to ensure compliance with the
approved plan and the program requirements. 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 (Mr_ Allen C. Bardwell, Jr.). One option is the assessing ofa civil penalty of up
to $5000 for the initial violation plus up to $5000 per day for each day the site is out of compliance.
I.n 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. Prior to beginning this project you are requires to either
C11

Mr. Allen C. Bardwell, Jr.
November 28, 2005
Pa,,e 3
contact this office to advise Allison Ward (252-946-6481, ext_3857) of the construction start-up date,
contractor and an on -site contact person OR- please, complete and return the attached Project Information
sheet to the above named_
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 Water Quality - Surface Water Section under stormwater regulations, county, city
or town agencies under other local ordinances, or other approvals that may be required. This approval does not
supersede any other approval or permit
Please be advised that a rule to protect and maintain existing butlers along watercourses in the ]v euse
River Basin became effective on July 22, 1997. The Neuse River Riparian Area Pmtection and Maintenance
Rule (I5A NCAC 2B.0233) applies to all perennial and intermittent streams, lakes, ponds and estuaries in the
Neuse River basin with forest vegetation on the adjacent land or "riparian area". In riparian areas with existing
forest vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land disturbance. new
development and fertilizer use within the first 50 feet of land nest to the water. In riparian areas with forest
vegetation that is less than 30 feet wide, the rule prohibits land disturbance, new development and fertilizer use
within the area that contains forest vegetation (but not the entire 50 foot riparian ar°a)_ For more information
about the riparian area rule, Please contact the Division of Water Quality's Wetland/401 Unit at 919-733-1786.
Please be advised that all land disturbing activities affecting at least one acre will be required to have a
(federal) NPDES permit. Enclosed is the Construction Activities General Permit - NCG010000 that for this
project. The responsibility forunderstanding and complying with this permit rests with you. Be aware that
failure to comply with this permit could result in both the State and Federal governments taking appropriate
legal action. Contact the Division of Water Quality - Surface Water Section at (252) 946-6=t81 should you
have any questions regarding monitoring and record keeping requirements of the permit_
Sincerely,
Maria A. Rogerson, El
Assistant Regionai Engineer
MAR:kf
Enclosure
w/o enc. cc: Mr. Steven L. Buie. PLS, Mack Gav Associates_ PA
Via email Mr. Alton Hodge, Division of Water Quality
Is