SW7050418_HISTORICAL FILE_20190626

1\
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %v�IJ4�/�"
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
�l1Zq�a(o
YYYYMMDD

ROY (700111-T.
Cl15 lid Inn
MR-3-JAI-A. 5. REGAN
N. DANIEL SMITH
lJ�,rctar
BLP Holdings, LLC
Attention: Mr. Brian Pecheles
203 Greenville Blvd. SE
Greenville, NC 27858
Dear Mr. Pecheles:
'''If' i;; i I ? c";r Rll".JNr1
Enviroltmrmtal Qualify
.tune 26, 2019
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7050418
Pecheles Toyota and Ford --- Washington, NC
Beaufort County
Wa�G
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050418 for a stormwater treatment system consisting of a wet
detention pond serving the Pecheles Toyota and Ford dealership located on US Hwy
.264 in Washington, NC expires on October 21, 2019. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
��
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11.1i .,�. l;.tl.'--='� .Lei i .(. _ _�f'll-.... 1i41. it iil, .:II::, i'i i y+S4]_T„ _ -_.-
�tn_1sE_ccrltulc North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at ioci'-r,,
Sincerely,
Rog r K. Thorpe
Environmental Engineer
~� north Carolina F)epm tnx r t of hnvinmmctiit al e;rt.4;4ity 1 t]ivtsirnt'J ktwrgy, Wivi. I and Uoid Iteaoun-cs E_ Wxahii)gton Re'gional gtfirr• 4 943 W;,.lInlatoil Square Mall ! 'Mtshinrttcs . North C aroRll;s :'i8(i9
de"252.946.h481

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
November 22, 2013
Mr. Brian Pecheles, President
BLP Holdings, LLC
203 Greenville Blvd., SE
Greenville, NC 27858
Pat McCrory, Governor
John E. Skvada, III, Secretary
Subject: Approved Plan Revision
Pecheles Toyota & Ford, West Park
Motors Addition
Stormwater Permit No. SW7050418
Beaufort County
Dear Mr. Pecheles:
On September 19, 2013, the Washington Regional Office received - a plan
revision/addendum for Stormwater Management Permit Number SW7050418. The
revisions/addendum shows the proposed West Park Motors addition, including 61,977 square
feet of impervious area to drain to the existing wet detention basin. This impervious area was
included and already permitted under State Stormwater Permit number SW7050418, issued on
October 21, 2005. It has been determined that a formal stormwater permit modification is not
required for the proposed additions. Please add the submitted plans to the previously approved
plans Pecheles Toyota & Pecheles Ford to include West Park Motors development.
Please be aware that all terms and conditions of the permit issued on October 21, 2005
remain in full force and effect. Please also understand that the approval of this revision to the
approved plans for the subject State Stormwater Permit is done on a case -by -case basis. Any
other changes to this project must be submitted to and approved through the Division of Water
Quality prior to construction. The issuance of this plan revision does not preclude the permittee
from complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at
[phone].
Sincerely,
cots Vinson
Environmental Engineer
File: G:1LR1SWP1SAVlG-StormwaterlPLANREVISION1SW7050418
cc: Kyle Alligood, Edgewater Motors — Owner of West Park Motors Addition
Stephen Janowski, PE
Washington Regional Office
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 - Phone: [phone] FAX: [phone]
Internet: http:llwww.portal.ncdenr.org/webllrAand-quality
An Equal Opportunity 1 Affirmative Action Employer - 50%Recyded110% Post Consumer Paper

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MR. JOE PECHELES
o _ I
C3 r203 GREENVILLE BLVD, SE ..__'SjGREENVILLE NC 27858 "�'

W,-,to
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 22, 2010
CERTIFIED MAIL #7009 2250 0000 9252 0773
Mr. Joe Pecheles
203 Greenville Boulevard, SE
Greenville, NC 27858
Dear Mr. Pecheles:
Natural Resources
Dee Freeman
Secretary
Subject: NOTICE OF VIOLATION
NOV-2010-PC-0279
Permit Condition Violations
Stormwater Permit No.SW7050418
Pecheles Toyota and Ford
Beaufort County
This letter is to notify you that you are in violation of Title 15A North Carolina
Administrative Code (hereby known as NCAC) 2H .1003 for failing to comply with terms,
conditions and limitations of a Stormwater Management Permit. 15A NCAC 2H .1003 is
a rule of the Environmental Management Commission implementing Part I of Article 21
of the North Carolina General Statutes.
On February 23, 2009, Jeffery A. Manning of the Washington Regional Office performed
an inspection to determine the status of compliance with Stormwater Permit Number
SW7050418 issued to you on October 21, 2005 for the subject project, off of US 264 and
NCSR 1436 and lying within Beaufort County, North Carolina. As a result of the site
inspection and file review, the following violations are noted:
1. There is not a signed copy of the Engineer's Certification on file.
2, No maintenance or inspection records have been provided to the
inspector.
3. There are erosion and sedimentation impacts along the drainage ditches.
4. There is vegetation along the detention pond that needs to be removed.
North Carolina Division of Water Qualivy Internet: +;+++v.nc++Hier unlit+.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarofina
,.Naturally

Page 2 o f 2
RecLuested Response
This Office requests that you respond to this letter in writing to the address listed on the
letterhead within 30 calendar days of receipt of this Notice and should address the
following items:
1. Provide a written "Plan of Action" which outlines the actions you will take to
correct the violation(s) and a time frame for completion of those actions.
a. Provide a copy of the Engineer's Certification on file (sample
enclosed).
b. Provide all maintenance and inspection records.
Failure to provide the "Plan of Action" within 30 calendar days, or failure 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 penalties, pursuant to NCGS 143-215.6A.
Thank you for your attention to this matter. This office requires that the violations, as
detailed above, be abated immediately. Please be advised, these violations and
any future violations are subject to a civil penalty assessment of up to $10,000.00
per day for each violation. Should you have any questions regarding these matters,
please contact Jeffery A. Manning at [phone].
Sincerel
AI Ho ge, "eagionI Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures: Inspection Report
Designer's Certification Form
cc: John Hennessy- NPS-ACOU
WaRO Files
Central Office Files

State Stormwater Inspection Report
General
Project Name: Pecheles Toyota and Ford
Permit No: SW7050418 '
Expiration Date: 11/21/2015
Contact Person: Brian Pecheles
Phone Number: 252-756-1443
Inspection Type: Compliance
Evaluation
Inspection Date: 2/23/10
Time In: 12:45pm
Time Out: 2:45pm
Current Weather: Overcast
Recent Rain (Date)?
Rain — in
Location
Facility Address / Location: US HWY 264 and NCSR 1436
City: Washington Zip: 27889 County: Beaufort Lat! 0"N Long: - Q I "W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High HD Low (LD)
Storinwater Best Management Practices (13MPs) (insert number ofeach):
X Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds Bioretention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (specif ):
File Review
Yes No NIA NIE
I . Is the permit active?
X
2. Signed Engineer's Certification on file?
X
3. Signed Operation and Maintenance agreement on file?
X
4. Recorded Deed Restrictions on file?
X
Site Visit: Buiit Unon Area tBUAI
5. BUA is constructed and consistent with the permit requirements?
X
6. BUA (aspermitted) is graded such that the runoff drains to the system? (high density only)
X
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPS)
X
8. Drainage area is stabilized? (to. reduce risk of sedimentation to the SW BMPs) -
X
Site Visit: Stormwater BMPs
Yes No NIA WE
9. Stormwater BMPs are located per the approvedplans?
X
10. Stormwater BMPs have dimensions (e . length, width, area) matching the approvedplans?
X
11. Stormwater BMPs are constructed eer the approvedplans?
X
Site Visit: Operation and Maintenance
Yes No NIA NIE
12. Access points to the site are clear and well maintained?
X
13. Trash has been removed as needed'?
X
14. Excessive landscape debris (grass c.lippings, leaves, etc) is controlled?
X
15, Stormwater BMPs being operated and maintained as per the permit requirements?
X
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
X
Site Visit: Other Permit Conditions Yes No NIA NIE
17. Is the site compliant with other conditions of thepermit? X
Site Visit: Other Water Quality Issues Yes No NIA NIE
18. Is the site compliant with other water quality issues as noted during the inspection? X
State Stormwater Inspection Report, Version 3.0_3-09 Page I of 2

State Stormwater Inspection Report
comments _
There is not a copy of a signed engineer's certification in the file. No maintenance or inspection records have been provided to the
inspector. There are erosion and sedimentation impacts along the drainage ditches. There is vegetation along the detention pond that
needs to be removed.
Ion Pictures (some of the pictures taken during the site
Compliance Status Compliant X Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: March 22, 2010 Reference Number: NOV-2010-PC-0279
Inspector Name and Signature: Date: 22MAR10
State Stormwater Inspection Report, Version 3.0_3-09 Page 2 of 2

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SOUTH EAST WET DETENTION O & M Inspection Checklist 14
1. Inlets are located per the approved plans:
®
❑
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2. Inlet device (swale or pipe) is free of damage, clogs or erosion:
❑
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3. Forebay berm is in place and without erosion:
❑
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4. Forebay is free of excessive sediment:
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5. Vegetated slopes are 3:1 or less:
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6. Banks are stable and free of erosion or bare soil:
®
❑
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❑
7. Slopes or berms are free of woody vegetation:
❑
®
❑
❑
S. Free of muskrats or beaver activity:
®
❑
❑
❑
9. Grass is being maintained and mowed (not scalped) as required:
❑
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: ..., y ... �.... '.'Y_ '_ � ' j %4 M•6 M� � h 1 $ � � a t :a� l� i�li' i"@S� �. it +�'.� � F '!�' .:, f '/r L�. R Y "'[ _
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10. Vegetated shelf is 6:1 or 10:1 as permitted and properly vegetated:
❑
❑
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❑
11, Algal growth covers less 50% of the area:
®
❑
❑
❑
12. Cattails, phragmites or other invasive plants cover less than 50% of the basin surface:
®
❑
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❑
13. Main treatment area is free from excess sediment accumulation::
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14. Swale or emergency outlet bypass is in the correct place and is in good condition:
®
❑
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15. Drawdown device is correctly sized free of damage or clogging:
®
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❑
16. Orifice size matches the approved plans
®
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17. Outlet is free of erosion or other signs of damage:
®
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18. Trash rack is installed
®
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❑
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19. Vegetated filter is in place (if applicable)
❑
❑
®
❑
20, Relative elevations match approved plans
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21. Fountain pump (if permitted) is less than or equal to the maximum allowable size:
❑
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v3.3_09

A
Itivers
&Associates1ric.
Since 1918
July 21, 2006
Mr. Al Hodge
NC Department of Environment and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Subject: Stormwater Permit No. SW70504t8
Pecheles Toyota and Ford
Beaufort County, North Carolina
Dear Mr, Hodge:
Engineers
Platuters
Survevors
Pi - -, j L�
BLP Holdings, LLC, is currently building a new automotive dealership in Washington, NC.
Permit No. SW7050418 was issued for this project on October 21, 2005. The stormwater control
was designed and permitted to handle the runoff from 446,054 square feet of impervious area,
which included the current project and future building and parking areas. The portion of the
project which is currently tinder construction includes 188,046 square feet of impervious area.
The owner would like to increase the area of the service parking by adding 9,600 square feet of
impervious area as shown on the attached drawings. This increase in impervious area would
leave 248,408 square feet of impervious area for future development under the current
stormwater permit.
Thank you for your assistance with tills project. Do not hesitate to call if you have any questions
or need any additional inforrmation.
With best regards,
Rivers and Associates, Inc.
Scott T. Anderson, P.E.
Project Engineer
STA/jsf
Enclosures
cc: Mr. Pete West, Custom Building Company
107 bast Second Street. Greenville, NC. 27858 • Post Office Box 929 • Greenville, NC 27835 • [phone] • FAX [phone]
F,-mail: ri�[e-mail]

f
`J �
1VerS
&Associate5,lnc.
Since1918
April 1, 2010
Mr. Jeffery A. Manning
NC Department of Environment, Health and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Subject: NOV-2010-PC-0279
Pecheles Toyota and Ford
Beaufort County, North Carolina
Stormwater Management Permit No. SW7050418
Dear Mr. Manning:
Engineers
Planners
Survevo rs
Please accept this submittal in response to the subject Notice of Violation dated March 22, 2010.
I have listed below responses to the violations noted in your letter.
There is not a signed copy of the Engineer's Certification on file.
The required Professional Engineer's Certification is attached.
2. Failure to provide Operation and Maintenance Records .
3. Erosion and sedimentation impacts along the drainage ditches
4. Vegetation along the detention pond that needs to be removed
The Owner is in the process of hiring a contractor to address the maintenance issues
addressed in your inspection report. A copy of the Operation and Maintenance
Requirements for Wet Detention Pond has been provided to the Owner for his use..
I hope that this letter sufficiently addresses the items contained in the Notice of Violation. Please
do not hesitate to call if you have any questions or need any additional information at this time.
ates, Inc.
rec ro 5 ��i�
P.E. APR m
.�
Attachment �rN"V f'il��
VK
cc: BLP Holdings, LLC
Custom Building Compan
107 East Second Street. Greenville, \G 278 )S • 'ost Office Bos 929 • Greenvifle. NC: 27835 • (252) 752-4.135 • FAX [phone]
E-niafl: riN•ers@riN,ers�ind.issociates.com

Ilk: b
Itivers
&Associates,lnc.
Since1918
Project Name: Pecheles Toyota and Ford
Washington, Beaufort County, North Carolina
Stormwater Management Permit No. SW705041 S
Rivers and Associates, Inc. was authorized to provide construction staking and periodic
inspection during the construction of the referenced project in 2005 and 2006.
Engineers
Planners
Surveyors
As a duly registered Professional Engineer in the State of North Carolina, I hereby state that to
the best of my knowledge and belief, due care and diligence was used in the observation of the
project construction such that the construction was observed to have been built within substantial
compliance and intent with the approved plans and specifications.
Rivers and Associates, Inc.
License No. F-0334
Scott T. Anderson, P.E.
Registration No. 28425
.••``� ZH CAA ��'••.
���oFEss �y9
• 28429
N ; �E� •.
J1i1 rLQi0
WEEP•' O=
ANDV.• ..
���000�
107 E-ist Sceond Street. Grectiville. ,NC 27858 • Post Office Box 929 • Greenville, NC 27835 • (252) 752-413S • FAX (2$2) 752-39 74
E—mail: ri%,[e-mail]

Michael F, Easley, Governor —RD
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 21, 2005
Mr. Brian Pecheles, President
BLPHoldings, t_I-C 203 c o�Te.c� r ��zZ/t3 203 Greenville Boulevard, SE � �✓�
Greenville, NC 27858
Subject: Stormwater Permit No. SW7050418
Pecheles Toyota & Pecheles Ford
High Density Project
Beaufort County
Dear Mr. Pecheles:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Pecheles Toyota & Pecheles Ford on August 22, 2005. Staff review of
the plans and specifications has determined that the project,, as proposed, will comply
with the Stormwater Reggulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7050418 dated October 21, 2005, for the construction of the
subject project.
This permit shall be effective from the date of issuance until October 21, 2015, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in. future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7.447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
incerely,
I��
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sav: C:ISTORMWATERIPERMIT1SW705418
cc: Scott Anderson, PE
Beaufort County Building Inspections
,.-Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Sen•ice
Intemet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27989 1-877.623-6743
Nolthcal
Nratur,
An Equal OpportunitylAffirmative Action Employer- 5011A Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7050418
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
BLP Holdings, LLC
Pecheles Toyota & Pecheles Ford
Beaufort County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules' and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 21, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 446,054 square feet of
impervious area, including future building and parking.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. Approval of future building and parking
plans must be obtained from the Division before construction of this
impervious area begins.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2of7

State Stormwater Management Systems
Permit No. SW7050418
N.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permanent Storage Volume, ft3:
i. Permitted Forebay Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Temporary Storage Volume, ft3:
k. Controlling Orifice:
1. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body
11. SCHEDULE OF COMPLIANCE
15.74
446,054
1.0
5.0
90%
8.00
38,800
135,850
28,300
9.00
41,000
3" � pipe
Mitchell Branch 1 Tar -Pamlico
28-103-16
"C; Sw, NSW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational forits intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e.. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3of7

State Stormwater Management Systems
Permit No. SW7050418
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. if the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area. 1.1
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
13. This permit shall be effective from the date of issuance until October 21, 2015.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7050418
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed. name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revolted and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit:
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 21st day of October, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Alan vv. KumeK, F'.t., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5of7

State Stormwater Management Systems
Permit No. SW7050418
Pecheles Toyota & Pecheles lord
Stormwater Permit No. SW7050418
Beaufort County
Designer's Certification
I, _ , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(P roj ect)
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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7050418
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
1�. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
CC NCDENR-DWQ Regional Office
Beaufort County Building Inspections
Page 7 of 7

,:. OFFICE USE ONLY .. , 1.C, , ; C .
Date Received
Fee Paid
Permit Number
APR 1 � ZUU3
QWQ-WARD State of North Carolina sWACK tfllsl0.-r�-
Department of Environment and Natural Resources
Division of Water Quality IJ
0 r IV(
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
BLP Holdings, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Brian Pecheles President
3. Mailing Address for person listed in item 2 above:
203 Greenville Boulevard, SE
City: Greenville State: NC zip: 27858
Telephone Number: ( 252 ) 756-1443 _
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Pecheles Toyota & Pecheles Ford
5. Location of Project (street address):
Northeast corner of the intersection of US Highway 264 and Page Rd
City: Washington
County: Beaufort
6. Directions to project (from nearest major intersection):
Located at the Northeast corner of the intersection of US Highway 264 and
NCSR 1436 (Page Road)
7. Latitude: N 35 35.454 Longitude: W 77 05.979 of project
8. Contact person who can answer questions about the project:
Name: Scott Anderson Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal
252 ) 752-4135
Modification
Form SVVU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number n/a and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748,
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater will be treated through the utilization of a wet detention basin to provide
90% removal of the total suspended solids in the stormwater runoff.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 15.74 acres
5. How many drainage areas does the project have? 1
Tar -Pamlico
River basin.
4. Project Built Upon Area: 65 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT to Mitchel Branch
Receiving Stream Class
Mitchel Branch -CiSW NSW
Drainage Area
15.74
Existing Impervious` Area
0
Proposed Impervious*Area
10.24 Ac
% Impervious* Area (total)
65%
Impervious* Surface Area ,
Drainage Area 1 t
Drainage Area 2....
On -site Buildings
76,230 S.F.
On -site Streets
0 S.F.
On -site Parking
367,824 S.F.
On -site Sidewalks
2,000 S.F.
Other on -site
0 S.F.
Off -site
0 S.F.
Total: 446,054 S.F. 10.24 Ac
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NIA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
S W 7 ar0:1 18 as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
Engineer and firm
-Legend
North arrow
Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
V1I. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address: P.O. BOX 929
City: Greenville
Phone: ( 252 ) 752-4135
VIII. APPLICANT'S CERTIFICATION
Rivers and Associates. Inc.
. State: NC Zip:
Fax: ( 252 ) 752-3974
1, (print or type name ofperson listed in General Information, item 2) Brian Pecheles
27835
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .10
Date: YA/
Forn SWU-101 Version 3.99
Page 4 of 4

Permit No. �� 05-o �g
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORMRuwa v
zo
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original APR 15 2005
DWO Stormwater Management Plan Review: DWQ-WARD
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: Peeheles Toyota & Pecheles Ford
Contact Person: Scott Anderson Phone Number: ( 252 ) 752-4135
For projects with multiple basins, specify which basin this worksheet applies to: NIA
elevations
Basin Bottom Elevation
3.0
ft.
(floor of the basin)
Permanent Pool Elevation
8.0
ft.
(elevation of the orifice)
Temporary Pool Elevation
9.0
ft.
(elevation of the discharge structure overflow) .
areas
Permanent Pool Surface Area
38,800
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
15.74
ac.
(on -site and off -site drainage to the basin)
Impervious Area
10.24
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
135,850
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
41,000
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
28,300
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA1
4.7 %
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
3.0
in.
(2 to 5 day temporary pool draw -down required)
Design Rainfall
1.0
in.
Design TSS Removal z
90
%
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA 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.
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.
Applican tials
a.
b.
C.
d.
e.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3: L
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
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 for 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 Dodoes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
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.
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
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.
When the permanent pool depth reads 3.75
When the permanent pool depth reads 3.75
Sediment
Bottom El
El. 4.25
------------- --
tion 3 + 2
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 8
Sediment Removal Elevation 4.25 175%
-------------------------------------------- -------
Bottom Elevation
MAIN POND
3 125%
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

ra
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:
Title:
Address:
Brian L. Pecheles
President
203 Greenville Blvd.. S.E.
Note: The legally responsible parry 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, �iN/J /�//�fgC-� �, , a Notary Public for the State of North Carolina
County of P/do hereby certify that ^Ai1q-YxJ
personally appeared before me this day of , .:fr , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
,llIlllllllJll./!✓l✓' J✓../I✓.rl�.I'
. SEAL'
NotaryCarolina
Courl"Y of Pitt
(1�
`l
�1✓1�r1�. r.�.ri.��
Gindy Grimblo Peaden
f✓rrrr✓-✓✓-✓r�ry
f SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

r
w / � 0
NCDENR
ENVtRONMCNT AND NATURAL RgpuAces
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
�/ PROTECTION AND MAINTENANCE OF EXISTING RIPARIAN AREAS (}
PROJECT # 1 '. f) J 5 - `Oct 'I5 COUNTY 7 �c.i DWQ OFFICE
VERSION: NEUSE (I5A NCAC 2B .0233) TAR-PAMLICO c (I5A NCAC 2B .4259)
CATAWBA (I5A NCAC 2B .0243) RANDLEMAN (15A NCAC 2B .0250)
OTHER
EXEMPT _ �J P) NOT EXEMPT
(DWQ INITIALS) (DWQ INITIALS)
r
Property Owner's Name
Phone Number (Home)
Address
City;r r�11�kIs
State
J 1 7rrt
(Business)
Zip
f 11-3ri e,c:yi:r. Jtej
Project Location (Nearest State_ Road, Nearest Water Body, etc.)`
: - I Z f �..� 4 I `!J.
As indicated on attached map initialed by staff on 61 15 U 5-
Description of Proposed Project 1
4, -, ! sJ , l !... r ; �l o . ; 1 ,1.,. f Lc <t L, -s e
Description of Site yy , , ,
C�I� _ 1 :f, +rt—�s•+ y.:� i. ai; y,.3 1U+ -C_i"k i+(.., f. r�itl i
Violation noted on site YES;.NO. If yes, a Notice of Violation will be forwarded from the appropriate regional office.
Phe-proposed project which is to be located and constructed as described above is hereby determined as
EXEMPT)NOT EXEMPT from compliance of the requirements of the aforementioned rules as it applies to section
This determination does not alleviate the
necessity of your obtaining any other *State, Federal, or Local authorization.
Property Owner's/Agent's Signature 4_. '`-
DWQ Official's Signature
1 Date of Determination L 1 >
'This project may require a Section 404/401 Permit or a CAMA Permit for the proposed activity. Inquiries should be directed to the DWQ Central
Office at [phone], Washington Office at [phone], Raleigh Office at (919) 5714700, Wilmington Office at [phone], Winston Salem
Office at ((336) 7714630, Asheville OfMee at [phone], Fayetteville Office at [phone], or Mooresville Office at [phone].

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+ ENVIRONMENT ANo NArURA NESOURCCS Q
` NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
J PROTECTION AND MAINTENANCE OF EXISTING RIPARIAN AREAS
PROJECT # h �J� '��7 " `%o u`l COUNTY I��� � wr (L;r' a DWQ OFFICE
VERSION: NEUSE (15A NCAC 2B .0233) TAR-PAMLICO X (15A NCAC 2B .0259)
CATAWBA (15A NCAC 2B .0243) RANDLEMAN (I5A NCAC 2B .0250)
OTHER
EXEMPT r W tl NOT EXEMPT
(DWQ INITIALS) (DWQ INITIALS)
Property Owner's Name K L V .f I A , ! t+h' L r k__
Phone Number (Home) (Business)
Address „i Or
City 1 r Y -e it ;1 t -�� State Zip
,� a
Project Location (Nearest State Road, Nearest Water Body, etc.)
f �' j b-� '.:x -� '•� , a) ,:1 :•',.
As indicated on attached map initialed by staff one i_r_- C3 `7_
Description of Proposed Project. k ; }
i - Y +� i 1 3"'1! t e 4' �J'•�7 ;.} ;i (' { `=J t+ C..s �J r_ l.7,., .i t % p r ' L" C-•, nr : l•�h . r
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Description of Site
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Violation noted on site YESIf If yes, a Notice of Violation will be forwarded from the appropriate regional office.
The -proposed project which is to be located and constructed as described above is hereby determined as
�l$XEMPTI NOT EXEMPT from compliance of the requirements of the aforementioned rules as it applies to section
i r A Ti4 c 'A C '. P. , ::_f , _ 5* C:1 . This determination does not alleviate the
necessity of your obtaining any other *State, Federal, or Local authorization.
Property Owner's/Agent's Signature " :�, f_ __; /•
DWQ Official's Signature1n,
Date of Determination?
*This project may require a Section 404/401 Permit or a CAMA Permit for the proposed activity, Inquiries should be directed to the DWQ Central
Offce at [phone], Washington Office at [phone], Raleigh Office at (919) 5714700. Wilmington Office at [phone], Winston Salem
Office at ((336) 7714630, Asheville Office at [phone], Fayetteville Office at [phone], or 141ooresville Office at (704) 663-I699.

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May 11, 2005
Mr.'Kyle Barnes
NC Department of Environment
and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Subject: Pecheles Toyota and Pecheles Ford
Beaufort County Tax Parcel 5667-45-9946
Washington, North Carolina
Dear Mr. Barnes,
Engineers
Planners
Stiiweyors
FiEi'Ell
MAY 16 2005
WQ-WARO
As you have discussed with Bryan Fagundus with our office, $LP Holdings LLC is preparing to
construct a new automotive sales lot at the intersection of US 264 and Page Road. A reduced
copy of the construction plans is attached for your use.
We have submitted our Erosion and Sedimentation Control Plan to the Land Quality Section for
review. However, since this project includes grading and drainage work within an unnamed
tributary to Mitchell Branch, a stream subject to the Tar -Pamlico Riparian Buffer rules, Land
Quality can not approve the plan without written approval from the Division of Water Quality.
l understand that you have two concerns with our proposed plan: 1) grading within Zone 2 of the
Riparian Buffer and 2) piped discharge into the stream.
This property is currently agricultural fields that have been cultivated up to the edge of the
stream. By limiting the grading to only Zone 2, the health of the vegetation and diffuse flow in
Zone 1 will not be affected. At the completion of the grading operation, all disturbed areas will
be stabilized and new vegetation will be established. This work is exempt under 15A NCAC 2B
.0259(6).
The'stormwater runoff from the proposed development will be directed through grassed swales
and a wet detention pond. These BMPs provide greater than 90% removal of the total suspended
solids, 40% reduction in the amount of the nitrogen released from this site and reduces the peak
flow from this site to less than the predeveloped flow. Since the proposed stormwater
management facility will control the nitrogen and attenuate the flow, then the stormwater outfall
is allowable under 15A NCAC 2B .0259(6).
Please review this project and provide written authorization for BLP Holdings LLC to proceed
with construction.
107 East Second Street, Greenville. NC 27858 • Post Office Box 929 • Greenville. NC 27835 • (2ti2)752-4135 • FAX [phone]
E-mail: riversC iii7ersandassociates.com

a,
RO rs
&Associates, Eneineers I Planners I Surveyors • Greenville, North Carolina
Inc.
Mr. Kyle Barnes
May 11, 2005
Page Two
Thank you for your assistance with this project. Do not hesitate to call if you have any questions
or need any additional information.
With best regards,
Rivers and Associates, Inc.
Scott T. Anderson, P.E.
Attachment
Cc: BLP Holdings, LLC
Patrick H. McClain, P.E., NCDENR LQS

Ll
Pecheles Toyota and Pecheles Ford
1-4
) -4 29
1107
Site
JAO.
N1,
x fj
tN -4,., "J .
01
I
I,
11 O'T ."rt"e. X J% 111161 a Of
Z 1 — 1 1.1-11

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
(;tl� Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
(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.
Brian Pecheles
Name of Registered Agent
203 Greenville Boulevard S.E
Mailing Address
Greenville NC 27858
City State Zip
[phone]
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 if an individual or
his attorney -in -fact or if not an individual by an officer, director, partner, or registered agent with
authority to execute instruments for the financially responsible person). I agree to provide corrected
information should there be any change in the information provided herein.
President
Title or Authority
Date
, a Notary Public of the County of L
State of North Carolina hereby certify that :I A'N'
appeared personally before me this day and being duly sworn acknowledged that the above form
was executed by him.
Witness my hand and notarial seal, this day of C�" , 20n�.
Seal "OFFICIAL SEAL" Notary
Notary Public, Norlh Carolina
C..,�t ,i� County of Pitt Cr:
I!+h` � Cindy Grinible Paaden My Commy5s10n expires

FINANCIAL RESPONSIBILITY/OWNERSEGIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate 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 completed and
approved by the Land Quality Section, NC Department of Environment, and Natural Resourc ,„(Please
M
type or print and, if question is not applicable, place NIA in the blank). cf-h VED
Part A.
1.
2.
3.
4.
5.
6.
7.
8
9.
10
APR 2 6 2005
Project Name Pecheles Toyota & Pecheles Ford Auto Sales _ �®
Location of land -disturbing activity; County BeaufortCounty VVY^
City or Township Washington , and Highway/Street US Highway 264
Approximate date land -disturbing activity will be commenced: April. 2005
Purpose of development (residential, commercial, industrial, etc.): commercial
Total acreage disturbed or uncovered (including off -site borrow and waste areas):
14.0 acres
Amount of fee enclosed $700.00
Has an erosion and sedimentation control plan been filed? Yes X No
Enclosed
Person to contact should sediment control issues arise during land -disturbing activity.
Name Brian Pecheles Telephone [phone]
Landowner(s) of Record (Use blank page to list additional owners):
BLP Holdines LLC
Name(s)
203 Greenville Boulevard S.E.
Current Mailing Address
Greenville NC 27858
City State Zip
Recorded in Deed Book No.
Current Street Address
City State Zip
Page No.
Part B.
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank
page to list additional persons or firms):
BLP Holdings, LLC.
Name of Person(s) or Firms(s)
203 Greenville Boulevard S.E.
Current Mailing Address
Greenville NC 27858
City State Zip
[phone]
Telephone
Current Street Address
City State
Telephone
Zip

DETENTION POND ANALYSIS FILE NAME: C:ISTORMWATERIPOND1SW7050418
PROJECT* SW7 050418 REVIEWER: Svinson
PROJECT NAME:
Pecheles Toyota & Pecheles Ford
DATE:
07-Jul-05
Receiving Stream:
Mitchell Branch
Class:
C; Sw, NSW
Drainage Basin:
Tar -Pamlico
Index No.
28-103-16
Site Area
15.74 acres
Drainage Area
685634;
square feet
Area =
15.74 acres
IMPERVIOUS AREAS
Buildings
Parking
Sidewalks
TOTAL
SURFACE AREA CALCULATION
% IMPERVIOUS 65.06%
Des. Depth 5
TSS: 90
Rational C
76230.00
square feet
367824.00
square feet
2000.00
square feet
square feet
square feet
square feet
44.6D54,OD
square feet
Rational Cc= . 0.07
SA/DA Ratio 4.65%
Req. SA 31909 sf
Prov. SA "WOO:;: sf
VOLUME CALCULATION * place a "T' in the box if Rational is used
Rational ?*
Des. Storm
1 "00 ` inches
Rv=
0.64
Bottom
3 msl
Perm. Pool
o msl
Design Pool
9 msl
Design SA
43170 sf
Req. Volume
.36311" cf
Prov. Volume
"' °40985. cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
0.44 ft
0.210 cfs
0.084 cfs
1:
3.00, weir H x W
2.7 days
FOREBAY
Perm. Pool Volume= 135850
Req. Forebay Volume= 27170
Provided Volume= 28300.00
Percent= 20.8%
SA @ --
Elevation=
Q2 Area =
9.50
sq. in.
Q5 Area =
3.80
sq. in.
Orifice Area
7.07
sq. in.
Q=
0.156
cfs
in
x
I in
COMMENTS
Surface Area , Volume and Orifice are within Design Guideline

Michatl F. Ezdey, Governor
O�O� \0 T E9pG
co �
Mr. Brian Pecheles_ President
BLP44oldings, LLC
203 Greenville Blvd., SE
Greenville, NC 27858
Dear Mr, Pecheles:
William G. Rocs Jr_ Secretan,
Noath Carolina Departatcnt of Emironmem and Natural ResourcI-s
Ilan W. Klim- , P.E. Dlrcutor
Imision or Wale: Ouaii:v
Julv 6, 2005
Subject: Stormwatcr Revie.v SW70-50418
Pecheles Tovota g Pecheles Ford
Beaufort County
This office received a Coastal Storm..ater permit application and plans for the subject project on
April 15, 2005. A preliminary' revie..- of your project indicates that before a State Storm..-ater permit can
be issued the following additional information is needed.
Pleasc delineate on -site wetlands or note on the plans that none exist.
Please clarif.• the difference between the 27,027 square feet noted on the plamzs i na='ve and the
76,230 square feet of "Buildings" noted on pg. 2 of 4 of the application. Form SWU-101. is this
to be future building or does this include asphalted shod- area' Please indicate within a revised
narrative and shove on plans.
Please regrade the three (3) entrances so that all of the impen-ious runoff drains to the wet
detention pond. The new impervious area (drive) that is.within the right -of- ..ays may be allowed
to drain back to the road side ditches and not the pond.
Please provide either additional curbing on the Western most corner along US 264 or show ..7th
additional grading contour lines that all the impel- ious runoff from the parking area goes to either
catch basin r2 or the grassed drainage s.wale.
Please provide two cross sectional details of the'.vet detention pond. Thesc details should include
the bottom, permanent, temporary pool, top of dike and forebay .weir elevations, th 3:1 slope
above permanent pool, the 6:1 vegetative shelf (min. 10fI ..-ide) around the main pond, and
dimensions of the permanent pool.
The above requested information must be received in this office prior to August 6, 2005 or your
application .will be returned as incomplete. The return of this protect .vill necessitate resubtnittal of all
required items including the application f-z;.. 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 S10,000 per day.
Please reference the Storm.water ,Proiect Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerelv,
4
Scott Vinson
Environmental Engineer
Washington Regional Office
CC' Scott Anderson. PE
L,N ashington Regional Office NoithCat
-•� 71t; lfr
North Carolina Division Of Water QualitN• WasEnzton Regio>Lal Office Phone [phone] Fat (252) 946.9_' l 5 Ct'_'Zomr Se -Nice
Internet: h2o.enr.state.nc us 943 Washington S-ruare %fall. Washington. NC _7889 t-S7 -G=3 6748

Pecheles Ford and Pecheles Toyota
Stormwater Management Plan
Washington, North Carolina
August 5, 2005
RECEIVED
AUG -2 2 � 2005
DWQ
PR03 #
'tN CAq-`''
SEALH9`'9
28425
r.
Scott T. Anderson P.E.
August 5, 2005

Pecheles Ford and Pecheles Toyota
Stormwater Management Plan
Washington, North Carolina
April 4, 2005
Pecheles Ford and Pecheles Toyota are expanding automobile dealerships that are
currently located at the intersection of U.S. Highway 17 and West 15`h Street in
Washington, NC. Due to continued growth and expansion, the dealerships are re -locating
to the proposed site.
The project area for the construction of the proposed facility consists of 15.74± acres,
which will include the showroom buildings, parking lots, and a wet detention basin to
treat stormwater runoff from these areas. The proposed dealerships will have
approximately 27,000 SF under roof and provide asphalt pavement for vehicle display
area, customer parking, and service parking. Future development will expand the the site
to approximately 76,230 SF under roof. A wet detention basin will be utilized to treat
stormwater runoff from the additional impervious surface created by the proposed
facility.
The majority of the existing topography is flat, which is typical of the area. Currently,
site drainage is achieved through a combination of infiltration and sheet flow to either the
NCDOT ditch along US Highway 264 or sheet flow to a ditch that runs along the
northern and western property lines. Native onsite soils consist of Seabrook loamy sand
and Tarboro sand, which are identified as being in hydrologic group C and A,
respectively.
The proposed buildings will be constructed on approximately 3 %z feet of fall material,
which will provide positive drainage away from the buildings while elevating the finished
floor elevation to 3 feet above the 100-year flood elevation. Automobile display areas
will be located on the south and east side of the buildings, between the building and U.S.
Highway 264. Automobile display areas, customer parking and service parking areas
will be asphalt pavement with grass landscape islands interior to the lots.
Stormwater will sheet flow across the proposed parking lot into a storm drainage pipe
network. The pipe networks will empty into three grass swales that ultimately flow into a
wet detention basin,
In order to capture and remove suspended solids from the stormwater runoff generated by
the proposed facility, a wet detention basin has been incorporated into this plan.
According to the NCDENR "Stormwater Best Management Practices" Manual, Wet
Detention Basins achieve a removal rate of 85% for total suspended solids. Wet
Detention Basins are intended to provide stormwater quality benefits to downstream
waters where water quality could be compromised by intensely developed urban areas
where the drainage areas are highly impervious. Wet Detention Basins improve water
quality by maintaining a permanent pool of water that is designed to allow suspended
solids and pollutants to settle out of the stormwater runoff. The proposed Wet Detention

4
Basin was sized according to the NCDENR "Stormwater Best Management Practices"
Manual.
The wet detention basin receives stormwater runoff from the proposed automobile
dealership site; Lot 1 as shown on the Final Plat for E.R. Lewis Construction Company,
Inc. recorded in Plat Cabinet G, Slide 51-6 of the Beaufort County Registry, which has a
total site area of 11.12 acres. The wet detention basin has been sized to also
accommodate and treat stormwater runoff from Lot 2 as shown on the Final Plat for E.R.
Lewis Construction Company, Inc. This lot is immediately west of the proposed
automobile dealership lot and is 4.62 acres in size. The total drainage area flowing into
the wet detention basin is 15.74 acres, which is the total area of the above mentioned Lots
1 and 2.
The entire site (Lots 1 and 2) is proposed to develop at a maximum density of 65%
impervious cover. The proposed development of both lots I and 2 will include 76,230 SF
of Buildings, 367,824 SF of Parking and 2,000 SF of Sidewalk. Given the total drainage
area and the % impervious cover, the pond can be sized to remove 90% TSS. A
Permanent Pool size of 32,225 SF is required to achieve this removal rate. A permanent
pool size of 38,800 SF is provided, which is more than required to remove 90% TSS.
Stormwater runoff will sheet drain a I" inch runoff volume of 36,311 cubic feet into the
wet detention basin. This will provide a storage depth of approximately 0.83" for the
design storage depth (1" runoff).
In order to ensure that the first flush will be released over a period of 2 to 5 days, a 3"
low flow orifice will be utilized.
The outlet structure for the wet detention basin is a concrete block riser with three open
sides and a fabricated metal trash rack. The weir (three open sides) allows any runoff in
excess of the one inch storm to discharge into an existing ditch via concrete pipe. The
northern slope of the pond will act as an emergency spillway that will empty into an
existing ditch runs along the northern side of the pond.
Wet Detention Basin Operation & Maintenance
The wet detention basin is defined as the wet detention basin, pretreatment including
forebays and the vegetated filter if one is provided.
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.
When the permanent pool depth reads 3.75 feet in the main pond, the sediment shall
be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment shall be
removed.
BASIN DIAGRAM
Permanent Pool Elevation 8.0
Sediment Re o-------- -
val El. 4.25 - 75%
Sediment Removal El. 4.25 75%
--------
3.0
25Y\-------------------------------------�
FOREBAY
Bottom El. 330 1 25%
MAIN BASIN
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.
7. All components of the wet detention basin system shall be maintained in good
working order.

During construction of this project, the North Carolina Sedimentation Pollution Control
Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution Control, which are bound in the contract documents for this
project. These specifications explicitly describe procedures to minimize offsite
sedimentation and erosion during the construction phase of this project.

AUG-04-2005 THU 05M Phi Rivers & Associai,e=_, [ne. FAX NO. 12527523974
P. 01/01
I I -It V r S
&Associates,lnc.
Shrelgl8
Fax
To:
Scott Vinson
Fax;
[phone]
Phone:
[phone]
date; 8/4/2005 5:03 PM
Engineers
Planners
Surveyors
From: Jane Sharp for Scott Anderson
Fax; [phone]
Phone: [phone]
Pages: 2 including this cover
Subject: Extension Request for Stormwater Review SW7050418
Pecheies Toyota and Pecheles Ford — Beaufort County
Notes:
This owner is currently in the process of making revisions to the site plan for
Pechele$ Toyota and Pecheles Ford in Washington, NC, in order to make this
project more cost effective. We are requesting an extension of the dealine for
resubmitting the plan until we can finalize the owners changes. We anticipate
resubmitting the site plan to your office by August 19, 2005.
Thank you for your assistance in this matter.

f'
Rivers
_ &Associates,
J�� Inc.
TO: NC Department of Environment
and Natural Resources
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
GENTLEMEN:
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of better
Engineers / Planners / St.irvepors • Greenville, North Carolina
LETTER OF TRANSMITTAL
Date T
Job No.
8/19/2005 �.
ATTENTION:
Mr. Scott Vinson
,
SUBJECT:
Stormwater Review SW7050418
Pecheles Toyota and Pecheles Ford DWQ-WARD
Washington, Beaufort, North Carolina
Attached the following items:
❑ Under Separate Cover vie
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change Ordei ❑ Other
COPIES
DATE
No.
DESCRIPTION
2
2
8/5/2005
8/5/2005
W-2831
Revised Site Plan
Revised Stormwater Management Plan
THESE ARE TRANSMITTED as checked below:
❑ For Approval ❑ Approved ❑ Resubmi copies for approval
❑ For Your use ❑ Approved as Noted ❑ Submit copies for distribution
0 As requested ❑ Disapprovec ❑ Return copies for approval
❑ For Review and Comment ❑ Other
REMARKS
Scott,
Attached for your approval are two copies of the revised Site Plan and Stormwater Plan
for the Pecheles Toyota and Ford site in Washington, NC.
Please do not hesitate to call me if you have any questions or if you need any additional
information.
With best regards,
RIVERS AND ASSOCIATES, INC.
Mr. Pete West
COPY TO Mr. Brian Pecheles SIGNED:
—
Itenclosures are not as noted, kindly notify us at once Scott T. Anderson, P.E.
[e-mail]
107 East Second Street * Post Office Box 929 " Greenville, North Carolina 27835 * [phone] * FAX [phone]
8410 Falls of Neuse Road, Suite D * Raleigh, North Carolina 27615 ' [phone] * FAX [phone]

fJ{C \�p ]LC`/j �' } ! 'lb Mid=! F. Fcic�'. GovVrnor
(� G Wiliiam G. Ross Jr.. Secretan
r North' Carolina Departmeni o: Emiron,ncm &M Nanal Resources
05P .ia: 1l', i:iim k P.E. D;rccto
+ t,
July 6. 2005
Mr. Brian Pecheles- President AUS -2 2,2305
BLP Holdinas. LLC
203 Greenville Blvd.. SE DWQ
Greenville- NC 27858 PROJ #
Subject: Stormwater Review- SW705N 18
Pecheles Tovota 8- Pecheles Ford
Beaufort Courtly
Dear Mr. Pecheles:
This office received a Coastal Stormwater permit application and plans for the supiect project on
April 15, 2005. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
i Please delineate on -site wetlands or note on the plans that non: exist.
r Please clariR- the difference between the 27,027 square feet noted or, the liia is r.a-atjy; and the
76.230 square feet of'Buildim,s" noted on pig. 2 of 4 of the applicariotr. Form SWU-101. Is this
to be future building or does this include asphalted show area? Please indicare ;v.i:hir. a revised
narrative and show- on plans.
Please regrade the three (3) entrances so that all of the impen•jous runo;_— a7ans to the wet
detention pond. The new impervious area (drive) that is within the right-ofwars may be allowed
to drain back to the road side ditches and not the pond.
i Please provide either additional curbing on the Western most corner along LDS 26- or show- with
additional grading contour lines that all the impervious runoff from the parkins area goes to either
catch basinor the grassed drainage Swale.
Pledse provide nvo cross sectional details of the wet detention pond. These derails should include
the bottom, permanent, temporan, pool, top of dike and forebay weir elevations. the ::1 slope
above permanent pool_ the 6:1 vegetative shelf (min. 10ft wide) around the main pond and
dimensions of the permanent pool.
The above reauested information must be received in this orrice prior to At auF-, 6. 20(1F5 or your
application will be returned as incomplete. The return of this project will nec:.ssita:; resabmirta.l o all
required items including the application fee. If you need additional time to submit the reauired
information; please mail or fax your request for time extension to this office at the Lett_rhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activinZ . Construction without a permit is a N iolation of 15A NC--%C 2H.10110 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to S 10.000 per day.
Please reference the Stormwater Project Number above on all correspondence If you have
questions, please feel free to coniact me at [phone],
Sincerelv.
Scott ti'inson
En\ironmental Engineer
Washington Regional Office
cc: VScott Anderson- PE
NAasltina on Regional Office
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,'l lltilri
North Carolina Division of Water Quality- Ww;hington Rcgional Ofiicc Phone [phone],81 Ciysomfr
lntetnst' Qc.en%r,1ate,nv.u5 9�3 Washington Square Mall. Washington. NC 2279E+9 1-9 t2 -: 74K

Ri ers
Associates, Engineers
Planners
Survew)rs
Apri 17, 2005
Mr. William J. Moore RECEMED
NC Department of Environment, Health and Natural Resources
Division of Land Resources - Land Quality Section APR 15 2005
943 Washington Square Mall
Washington, North Carolina 27889
DWQ-WARQ
Subject: Pecheles Ford and Pecheles Toyota
Beaufort County, North Carolina
Dear Mr. Moore:
BLP Holdings, Inc. wishes to construct two showroom buildings, asphalt pavement automobile
display areas, and associated utilities to provide a new facility for the Pecheles Ford and Pecheles
Toyota automobile dealerships.
Enclosed for your review are the following:
1. Two copies of the Stormwater Management Plan
2. Two copies of the Construction Plans
3. Stormwater Management Permit Application Form
4. Wet Detention Basin Supplement
5. Submittal Fee ($420.00).
Thank you for your assistance with this project. Do not hesitate to call if you have any questions
or need any additional information.
With best regards,
Rivers and Associates, Inc.
C.
Bryan . Fagundus, E.I.
Design Engineer
Enclosures
107 lust Second Street, Greenville, NC 278.58 • Post Office Box 929 • Greenville, NC 27835 • (252)7T2-4135 • FAX [phone]
E,-)nail: [e-mail]:)ssociates.cuni