SW8120201_CURRENT PERMIT_20200602

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 f 2 p201
DOC TYPE
0 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

State Stormwater% 'nagement Systems
V, , nit No. SW8 permit#
Auto Hobby Shop, AS-4060
Stormwater Permit No. SW8 120201
Onslow County
Designer's Certification
1, J. Kevin Ay'olis , as a duly registered Professional Engineerin the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
Auto Hobby Shop, AS-4060
(Project)
for USMCB camp Le j eune -(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 specifications:
Signature _ 1114 Z
Registration Num er 5738
Date
ECEUV',
NOV 19 2014
BY:

State Stormwater F'anagement Systems
P_ . nit No. SW8 permit#
Certification Requirements:
,& . 1. The drainage area to the system contains approximately the permitted acreage.
�W 2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
,2W 3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
/6/ 4. All roof drains are located such that the runoff is directed into the system.
,i 5. The outlet 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 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.
4_'0Z11. The permitted amounts of surface area and/or volume have been provided.
'2. Required drawdown devices are correctly sized and located 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.
_W/15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
4b7g Pt'a n-fir/„/ /V01
M--- -7 _4r

AVOLIS ENGINEERING, P.A. _
P.O. Box 15564 - New Bern, North Carolina 28561 - Office: 252.633.0068
November 6, 2014
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Engineer's Stormwater Certification — SW8 120201
Auto Hobby Shop, A-4060
Onslow County, North Carolina
AE Project No. 11081
Dear Sir/Madam:
Enclosed please find the Engineer's Stormwater Certification for the above -referenced project.
Should you have any questions relating to this matter or need any additional information or
assistance, please do not hesitate to call.
Sincerely,
CA
`���111111 it rr��/
=OaQ�F 0,�r2,�
J. evin Avolis, P.$. SEAL
Vic -President i7b ,I,�
At K.
�AV
NOV 19 2014
BY:

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
February 3, 2012
Division of Water Quality
Charles Wakild, P. E.
Director
Carl Baker, Deputy Publick Works Officer
USMCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8120201
Auto Hobby Shop, AS-4060
High Density Subdivision Wet Pond Project
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for Auto
Hobby Shop, AS-4060 on February 2, 2012. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A
NCAC 2HA000. We are forwarding Permit No. SW8120201 dated February 3, 2012, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project
This permit shall be effective from the date of issuance until February 3, 2020, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty
(30) days of receipt of this permit. Unless such demands are made this permit shall be final and binding. You should
contact the OAH with all questions regarding the filing fee and/or the details of the filing process. The mailing
address, telephone and fax numbers for the Office of Administrative Hearings are: 6714 Mail Service Center,
Raleigh, NC 27699-6714. Telephone [phone] or visit their website at www.ncoah.com.
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at (910)
796-7215.
Sinc ely,
For Coleen Sullins, Director
Division of Water Quality
GDS/csb: &: WQSIStormwaterlPermits & Projects120121120201 HD10212 02 permit 120201
cc: Joseph C. Avolis, P. E., Avolis Engineering, P. A.
Wilmington Regional Office Stormwater File
Wilmington Regional office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality org
Nne
orthCarolina
;Vaturall#
An Equal Opporlunily 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 permit#
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
USMCB Camp Lejeune
Auto Hobby Shop, AS-4060
Schmit Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules') 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 February 3, 2020, 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 1.8 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 43,781 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal
waters.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
5. 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.
6. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
Page 2of7

State Stormwater Management Systems
Permit No. SW8 permit#
7
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a.
Drainage Area, acres:
1.44
Onsite, ft :
62,662
Offsite, ft2:
NIA
b.
Total Impervioul Surfaces, ftz:
43,781
Onsite, ft :
43,781
Offsite, ft2:
NIA
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
3
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSY
16.5
9.
Permanent Pool Surface Areq, ft :
5,766
h.
Permitted Storage Volume, ft :
5,324
i.
Temporary Storage Elevation, FMSL:
17.25
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.26
k.
Controlling Orifice:
1.25" O pipe
I.
Orifice flowrate, cfs:
0.02
M.
Permitted Forebay Volume, ft3:
2,442
n.
Fountain Horsepower
NIA
o.
Receiving Stream/River Basin:
Stick Creek 1 White Oak
p.
Stream Index Number:
19-15
q.
Classification of Water Body:
"SC;HQW,NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its 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 signed
and approved Operation and Maintenance Agreement 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 re -vegetation 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.
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 void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 permit#
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 for inspection and maintenance shall be maintained
via appropriate recorded 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
11. 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.
12. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed, on the form.
The approval of this request will be considered on its merits and may or may not be
approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 permit#
3. 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.
4. 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.
5. In the event that the facilities fail to perform satisfactorily, 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.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. 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.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 3rd day of February, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
twupieen H. Sullins, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 permit#
Auto Hobby Shop, AS-4060
Stormwater Permit No. SW8 120201
Onslow 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,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Management Systems
Permit No. SW8 permit#
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 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 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 and located per the approved
plans.
_13, 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.
.16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ'Regional Office
Onslow County Building Inspections
Page 7of7

arzI(,J JM .
— DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1 95 ❑ Coastal SW - 2008 ❑ Ph 1I - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forru may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Auto Hobby Shop, AS-4060
2. Location of Project (street address):
Schmidt Street (at MCAS New River)
City:MCB Camp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
From MCAS New River main entrance (Curtis Road), take a right at the first traffic light (Schmidt Street). Site
is 1 100 feet ahead on the right just before the left turn onto Campbell Street.
4. Latitude:34° 43' 16" N Longitude:77° 27' 28" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)_ , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number„if"
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page I of 6
RECEIVED
FEB 4 2 i.UlZ
BY:

III- CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organ ization:Commanding Officer - MCB Camp Leeune, North Carolina
Signing Official & Title:— Carl Baker, P.E., Deputy Public Works Director
b.Contact information for person listed in item 1.a above:
Street Address:1005 Michael Road
City:Camp Lejeune
Mailing Address (if applicable):
City:
Phone: (910 } 450-5803
E ma i l: carI, h, ba ker©us mc. m i l
State:NC
Zip:28547
State: Zip:
Fax: (910 ) 451-2927
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( ]
Email:
State:
Zip:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: David Towler, EI/Public Works
Signing Official & Title:Carl Baker, Deputy Public Works Director
b. Contact information for person listed in item 3a above:
Mailing Address:1005 Michael Road
City:Camp Lejeune
State:NC
Zip:28547
Phone: (910 ) 450-5803 Fax: (910 ) 451-2927
Email:david.towler©usmc.mil
4. Local jurisdiction for building permits: N/A
Point of Contact: Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be collected by a_ combination of a grassed swale and curb and gutter. Treatment will
be by a wet pond sized for 90% TSS removal.
2, a. if claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basi t.
4. Total Property Area: 1.44 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:1.44 acres
+ Total project area shall be calculated to exclude thefollowing. the normal pool of iin ounded structures, the area
between the banks of streanis and rivers, the area below the Nornial High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line nnay
be inchrded in the total project area.
8. 'Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 69.9 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornazvater BMP. For lozv density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four 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 _
Drainage Area
Drainage Area
Receiving Stream Name
Stick Creek
Stream Class *
SC; HQW, NSW
Stream Index Number *
19-15
Total Drainage Area (so
62,662
On -site Drainage Area (so
62,662
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
43,781
Impervious Area** total
69.9
Impervious" Surface Area
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (so
10,878
On -site Streets (so
0
On -site Parking (so
32,903
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
0
Off -site (sf)
0
Existing BUA*** (so
0
Total (sf):
43,781
* Strean Class and Index Number can be determined at: littl7://portal.ucdeatr.org/ziTebhvrl[ps/csar/chassi t:ationis
fillpervious area is defined as the built upon area including, but not lintited to, buildings, roads, parking areas,
side�tvalks, gravel areas, etc.
RECEIVED
Form SWU-101 Version 07Jun2010 Page 3 of 6 FEB a 20 .26 2
RV•

"Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Field visit and topographic survey.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatener! &
i Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/hmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://Vortal.ncdenr.org/web/wq/ws/su/statesw/`forms....docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/weli/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.nckienr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VIJ below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hUp://www.envhelp.org/pages/onestopexpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
T Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MI-IW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6
for
FRF
FEB 0 ? ZGiI
BY:

9. " Copy of any applicable soils report with the associated SHWT elevations (Please identify �^
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWI' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Military Page No: hhw
—
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Wif'
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporatioiis/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
littp://portal.ticdenr.org/web/wq/ws/su/statesw/forms_docs. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Joseph C. Avolis, P.E.
Consulting Firm: Avolis Engineering, P.A.
Mailing Address:P.O. Box 15564
City:New
Phone: (252 ) 633-0068
Email:avolisen ing eeringgembargmail.com ^
State:NC Zip:28561
Fax: (252- ) 633-6507
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, itent 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item In) with (print or type natne of organization listed in
Contact Infortnation, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
DECEIVED
FEB 0 2 ZGIZ
BY:
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Curl H. Baker
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 co ants will be recorde34 and that the proposed project complies with the requirements of the
applicable storp(wayer rules unyler 15AC/JH .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Date: - d—
LaC—c-n- a Notary Public for the State of f �Y no, County of
f 0,14-ram do hereby certify that Q,,ar \ Aa Q0.V-9 -r -- personally appeared
before me this t day of �AriT , c-n'Q�k a. and ac owl`edjgeetthe due execution of the pplication for
a stormwater permit. Witness my hand and official seal, , ►' 1
��,x tS1 N1M0
NOTARY
PUBLIC
,//VENI Ct0,�\��`��
Form SWU-101 Version 07Jun2010
SEAL
My commission expires popri 1 Q a 2"3 k'-1
RECEIVED
Page 6 of 6
BY:

Permit No. �0(
(to be provided by DWO)
J 2 d� 9�
NCDENR Q
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT.INFORMATION
Project name Auto Hobby Shop, AS-4060
Contact person Joseph C. Avolis, P.E.
Phone number 252-633.0068
Date 29-Nov-11
Drainage area number 1
If, DESIGN INFORMATION
Site Characteristics
Drainage area
i 62,662 ft2
Impervious area, post -development
43,7811 ft2
% impervious
69.87 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
5,324' ft3 OK
Volume provided i
5,324 R3
'
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
ft3
Pre -development 1-yr, 24-hr runoff
ff3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided I ft3
t
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr stone peak flow required? Y (Y or N)
1-yr. 24-hr rainfall depth 3.T in
Rational C, pre -development 0.15' (unitless)
Rational C, post -development 0.76; (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.15: inlhr Insufficient. Check intensity calculation.
Pre -development 1-yr, 24-hr peak Row 0.26 ft3fsec
Post -development 1-yr, 24-hr peak flow 0.26 RC/sec
Pre/Post 1-yr, 24-hr peak flow control 0.00 e/sec
Elevations
Temporary pool elevation 17.25fmsl
Permanent pool elevation 16.50; fmsl
SHWT elevation (approx. at the perm. pool a{evation) 16.50 fmsl
Top of 14ft vegetated shelf elevation 17.K fmsl
Bottom of 10ft vegetated shelf elevation 16.00 fmsl
Sediment cleanout, top elevation (bottom of pond) 11.00 fmsl
Sediment cleanout, bottom elevation 150, fmsI
Sediment storage provided 1,00 ft
Is there additional volume stored above the state -required temp. pool? N .(Y or N) ��Nd ED
Elevation of the top of the additional volume fmsl F ES 11
By.
Form SMN-Wet Detention Basin-Rev.8-9117109 Parts I. 8 II. Design Summary. page 1 of 2

Pen m(t
(to be provided by DWQ)
11. DESIGN INFORMATION
Surface Areas
Area, temporary pool
8'127 ft2
Area REQUIRED, permanent pool
5,069 ft?
SAIDA ratio
8.091(unitless)
Area PROVIDED, permanent pool, Ap,,,,,_,d 5,766, ft` OK
Area, bottom of 1 Oft vegetated shelf, A,,_,,, 3.756 ft`
Area, sediment cleanoul, top elevation (bottom of pond), A,_,,,, 403W
Volumes
Volume, temporary pool 5,324. ft3 OK
Volume, permanent pool, Vim., -. I 12,075' ft3
Volume, forebay (sum of forebays if more than one forebay) 2,442 ft3
Forebay % of permanent pool volume 20.2% % OK
SAIDA Table Data
Design TSS removal
Coasta{ SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vv , _"
Area provided, permanent pool, Ace,, M�r
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A,, "
Area, bottom of 101 vegetated shelf, Ay„ oar
Area, sediment cteanout, top elevation (bottom of pond), A ,,,,
_ .... _.90 %
Y (Y or N)
N (Y or N)
8.09 (unitless)
N.._..__; (Y or N)
12,G75 ft'
5,766 ft`
fit Need 3 ft min.
ft
Y (Y or N)
5,766 ft`
3,756 ft`
403 ft'
"Depth" (distance btw bottom of 10h shelf and top of sediment) 5.00 It
Average depth calculated 3.18 ft OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft) 3.0'' fit OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (CW)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow R orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention 9asin-Rev,8.9/17109
Y (Y or N)
i 1.25`in
`in2
0.60 (unitless)
0.24 ft
N (Y or N)
(unitless)
(UnNess)
ft
ft
0.26' ft3lsec
0.26 ft'Isec
0.02 i ft3)sec
3.00, days OK, draws down in 2-5 days.
3:;1 OK
10 :1 OK
10.Oft OK
3 :1 OK
3.G! 1 OK
Y '(Y or N) OK
7.ft OK
N (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
�Pump RECEIVED EIVED Parts L B II, Design Summary, Page 2 of 2
FEB 0 2 Mli
BY:

Permit
(to be provided by DINO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. It the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
C _ C- 2- 2, Partial plan (Y = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
- Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
l G z- 3. Section view of the wet detention basin (V = 20' or larger) showing:
tT Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
C— 2- NIA 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
e"2 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
A_1T_P_QWf9 7. The supporting calculations.
A'�4CK-9 8. A copy of the signed and notarized operation and maintenance (00) agreement.
kTrAC a 9. A copy of the deed restrictions (if required).
_ 4C9159 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
R2`CRIVED
Form SW401-Wet Detention Basin-Rev.$-9117109 art Ilt. Required Items Checklist, Page 1 of 1
BY:

Permit Number: ���"�7""q
(to he provided by DWQ)
Drainage Area Number: 1
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
Iocation and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
REC Y�TED
FEB 0 2 .��iL
BY:_�`
Page 1 of 5

Permit Number:
(10 be proi4ded by DWQ)
Drainage Area Number: i
BMP element:
Potentialproblem:
How I will remediate the problem -
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sed iment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary,
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
RECEIVIED
Form SW401-Wet Detention Basin O&M-Rev.4 FEB U 2 Zu iL Page 3 of 5
BY:

Permit Number:
(to be provided by DwQ)
Drainage Area Number: I
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanLv)
Permanent Pool Elevation 16.5
Sediment Removal . 1 1.0 Pe anen Pool
- - - - - - - - - - - - - - - - Volume Sediment Removal Elevation 11.0 Volume
Bottom Elevatio 10.0 -ft Min.
------ --- ----------------------------------- ------
Sediment Bottom Elevation 10.0 1-ft n.
Storage Sediment
Storage
FOREBAY
MAIN POND
TFU�C IVM
FEB 0 2 �Uil
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 5

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that.I am responsible for the
performance of the 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.
Project name:Auto Hobby Shop, As-4060 T
BMP drainage area number:l
Print name:Carl H. Baker PE
Title:Deputy Public Works Director
Address-,1005 Michael Road, Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, __ 'sa Notary Public for the State of
NO('A 4~ Qa,� 1 i ry�_. , County of Q r O 2_v-, ) do hereby certify that
personally appeared before me this l ` Tu -
day of l a , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
```���V\ Sl MNj0 /
NOTARY
y PUBLIC
�U ��•
VeNI1GO,``````�,
SEAL
My commission expiresC{Jy-1 1 Q Q.
I'+GIF:]iVED
Form SW401-Wet Detention Basin O&M-Rev.4 FEB U 2 -� G IZ
,BY: --
Page 5 of 5

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
July 27`s, 2020
NORTH CAROLINA
Environmental quality
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 120201
Auto Hobby Shop AS4060 Schmidt Street
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on June 21111, 2020. The Division is hereby notifying you that permit SW8 120201 has been renewed
on July 27, 2020, and shall be effective until February 31, 2028. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates and
clarifies some of the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on February 3rd, 20 t 2 and most
recently revised on April 10', 2013, will remain in full force and effect in accordance with the regulations set forth in
Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be finial and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Kellie Beth Norris in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Fnergy, Mineral and Land Resources
Enclosures! Attachment C — Permitting History
Renewal Application Documents
DESf1 n: 111StormwaterlPermits & Projects120121120201 HD12020 07 permit 120201
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality G Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

State Stormwater Management Systems
Permit No. SW8 120201
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
ATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
USMCB Camp Lejeune
Auto Hobby Shop, AS-4060
Schmidt Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater
rules') the approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or "DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until February 3, 2028, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.8 on page 3 of this permit. The stormwater control has been designed to
handle the runoff from 43,781 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided adjacent surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of both
sides of streams and rivers and the mean high water line of tidal waters.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
5. 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.
6. The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 120201
7
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a.
Drainage Area, acres:
1.44
Onsite, ft2:
62,662
Offsite, ft2:
NIA
b.
Total Impervious Surfaces, ft2:
43,781
Onsite, ft2:
43,781
Offsite, ft2:
NIA
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
3
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
16.5
g.
Permanent Pool Surface Area, ft2:
5,766
h.
Permitted Storage Volume, fta:
5,324
i.
Temporary Storage Elevation, FMSL:
17.25
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.26
k.
Controlling Orifice:
1.25"0 pipe
I.
Orifice flowrate, cfs:
0.02
m.
Permitted Forebay Volume, fta:
2,442
n.
Fountain Horsepower
NIA
o.
Receiving Stream/River Basin:
Stick Creek 1 White Oak
p.
Stream Index Number:
19-15
q.
Classification of Water Body:
"SC;HQW,NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its 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 the design condition. The signed and approved
Operation and Maintenance Agreement 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 re -vegetation 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.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of Division. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 120201
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. Decorative spray fountains will not be allowed in the stormwater treatment system, as the
permanent pool volume is less than 30,000 cubic feet.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
10. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved
plans and specifications.
g. Other modifications as determined by the Director.
11, 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.
12. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall be
maintained on file by the Permittee at all times.
Ill. GENERAL CONDITIONS
Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121,
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 120201
2. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee;
3. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves the transfer request. Neither the sale of the project in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the
stormwater permit.
4. Any individual or entity found to be in noncompliance with the provisions of this stormwater
management permit or the requirements of the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
5. 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.
6. In the event that the facilities fail to perform satisfactorily, 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.
7. The permittee grants Division Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do
not stay any permit conditions.
9. 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.
10. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated and reissued this the 271" day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.Brian Wrenn, r
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 120201
Auto Hobby Shop, AS-4060
Stormwater Permit No. SW8 120201
Onslow 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,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Certification Requirements:
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 120201
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 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 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 and located per the approved plans.
13. 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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
CC'. NCDEQ-DEMLR Regional Office
Onslow County Building Inspections
Page 6 of 6

I )PRAT H 11SF= r ]F 11 V
Date Received
I Fee Paid
I Permit Number
a ao
"sLOSlao 01 o
cv oa f
('t` r-T 1
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H,1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 120201
2. Project name: Auto Hobby Shop AS 4060 Schmidt St
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? NIA
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/about/divisions/enerav-
mineral-land-resources/energy-mineral-land-rules/storam/pos _rmwater-progt-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Lejeune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Leieune 1005 Michael Rd.
City: MCB Camc
ZIP: 28547-2521
5. Street Address:
City: State:
6. Phone: [phone] Email:[e-mail]
ECEIVE
JUN 0 2 2020
BY:
State: NC
ZIP:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C.' SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/0RW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial a item below to indicate that the required information is provided in the application package:
A permit application processing fee of $505.00 payable to NCDEQ.
��,12. One original signed hard copy and one electronic cop of this completed form. The signing official
Y 9 9
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
r-
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE) When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnr,.gov/online services/search/by title/ Business Registration
Deceive,
JUN o 2 2o2o
BY•—
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

� i _�
i ,�
'��=fit ;� ;q,;S a
'�
,,

D: PERMITrrTEE'SCERTI CATION
�%
I, _ a1�1.. / {. l//a LAM 01% the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMI_R of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and comp
Signature: Date: C 2l
NOTA (ZATIO
+) a Notary Public for the State of
\_ I1QZ_ _ , County of do hereby certify
this._. day of
°0"�
>�uriS°r i?worgoing instrument. Witness my hand and official seal,
., N lssla C� ••,
c •
puBo9
LO%' •.'et1ay,`ZC�h•
r
�C
My commission expires
personally appeared before me
20, and acknowledge the due
JUN 0 2 2020
Stormwater Permit Renewal Application Form Wage 3 of 3 May 11, 2018

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D.' PERMITTEE'S/CERTIFIICA�TION
the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct mplete.
Signature. Date:
NOT R TIO
I, a Notary Public for the State of
County of do hereby certify — --
that ! rt' personally appeared before me
this the �� day o y- 2020 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
�r►aKit C �,,��
Sea!
tkOTA q
M�*6r14 Wsior� i0= �� _z'=Lei
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CO ��
JUN 4 2 2020
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Central Files: APS — SWP
7/28/2020
Permit Number SW8120201 Permit Tracking Slip
Program Category Status Project Type
State SW Active Renewal with major mod
Permit Type Version Permit Classification
State Stormwater 1/1 6yt ow ?1 2.00 Individual
Primary Reviewer
kellie.norris
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Auto Hobby Shop AS 4060 Schmidt Street
Location Address
Schmidt St
Camp Lejeune NC - 28547
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Commanding Officer Marine Corps Base Camp Lejeune Government - Federal
Owner Affiliation
Robert A. Lowder
Director Division Enviromental G-F Managemei
Attn Emd
Dates/Events Camp Lejeune INC 2854725,
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/3/2012 6/2/2020 7/27/2020 7/2712020 2/3/2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin