SW8040205_HISTORICAL FILE_20120814

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 040205
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Q HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 2 0 8 1 L}
YYYYMMDD

AA
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
August 14, 2012
Mr. David Ray Murdoch, Jr., Manager
M & N Enterprises, LLC
123 Nine J Drive
Newport, NC 28570
Subject: Stormwater Permit No. SW8 040205 Mod.
Mike Toler Chrysler Dodge Jeep Ram (formerly Fred's Beds)
High Density Stormwater Project
Carteret County
Dear Mr. Murdoch:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete, modified Stormwater
Management Permit Application for Mike Toler Chrysler Dodge Jeep Ram on August
10, 2012. Staff review of the submitted plans and specifications has determined that
the modified project, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000, The previously approved wet detention pond (from the
February 13, 2004 permit) will remain on the property and be maintained by the new
owners until such time as the new approved project is constructed, in approximately 2
years. We are forwarding modified Permit No. SW8 040205 dated February 13, 2004,
for the construction, operation and maintenance of the permitted built -upon areas and
BMP's associated with the subject project.
The modifications included in this permit are:
1. A request to change the project name from Fred's Beds to Mike Toler Chrysler
Dodge Jeep Ram due to the pending sale of the property. Upon the issuance of this
permit modification, the sale of the property will be finalized and a formal permit
transfer request must be submitted.
2. The old Fred's Beds 2.99 acre site has been incorporated into a larger 6.87 acre
project, Mike Toler Chrysler Dodge Jeep Ram and a new wet detention pond is
proposed which will treat the entire larger project area. The existing wet pond will
continue to function and be maintained in compliance with the permit until such time
as the larger construction project is started and the. new pond is constructed.
3. The plans previously approved on February 13, 2004 will remain in effect as the
"Existing" condition until such time as the "Proposed" condition is constructed.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-
177, which grants an extra year for a total of four (4) years extension. Please note that
the expiration date of this permit has been adjusted to reflect this four year extension.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX [phone] DENR Assistance: 1-877-623-6748
Internet: w .navatemuality.org
NorthCarolina
Naturally
An Eoual O000nun tv 1 Affirmative Action Emolover

State Stormwater Management Systems
Permit No. SW8 040205,
This permit shall be effective from the date of issuance until February 13, 2018, and
shall be 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), certification of the BMP's, procedures for changing
ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management
system, to certify the BMP's, 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
150E 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 final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis at [phone].
Sinc rely,
arles akild, P.E., Director
Division of Water Quality
GDS/arl: S:IWQ&Stormwate6Permits & Projects120041040205 HD12012 08 permit 040205
cc: Ginger Turner, P.E., Stroud Engineering
Carteret County Building Inspections
W- ilrnington Regional Office Stormwater File
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 040205
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
M & N Enterprises, LLC
Mike Toler Chrysler Dodge Jeep Ram
5360 Highway 70, Morehead City, (comer of Murdoch Road) Carteret 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 February 13, 2018, 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 of this permit. The existing stormwater wet
detention pond has been designed to handle the runoff from 96,013 square feet
of impervious area. The proposed wet detention pond has been designed to
handle the runoff from 154,275 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Sections 1.2
and 1.6 of this permit, and per the approved plans. The built -upon area for the
future development in the proposed pond is limited to 8,082 square feet.
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. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area. .
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 040205
6. The following design criteria have been permitted for the existing wet pond and
for the proposed wet pond, and must be maintained at design condition. The
Existing wet pond and permitted maximum built -upon area shall remain on site
until such time as the construction of the new proposed project commences.
Design Criteria
Rule Cite
Units
Existing
Pond
Proposed
Pond
1. Drainage Area
Onsite
Onsite
Offsite
1995
2008
-
acres
Ft
Fe
Fe
2.99
111,644
-
0
4.17
-
181,500
0
2. Total Impervious Surfaces
F
96,013
154,275
a On -site Proposed
1995
F
96,013
a On -site Proposed
2008
Ft
0
154,275
b Existing
F
0
c Future
Fe
56,123
8,082
d Other
F
0
0
e Offsite
Fe
0
0
3. Design Storm
Inches
a 1995 rule
1995
Inches
1.0
-
b 2008 rule
2008
Inches
-
1.5
4. Design Depth
Feet
5.0
5.0 av
5. TSS removal efficient
%
90
90
6. Permanent Pool Elev.
FMSL
18.0
17.5
7. Perm. Pool Surface Area
F
7,210
16,659
8. Permitted Storage Volume
Ft
8,399
19,497
9. Temporary Storage Elev.
FMSL
19.0
18.5
10. Pond Bottom Elevation
FMSL
13.0
8.0
11. Sediment Removal Elev.
FMSL
14.25
9.0
12. Pre-dev. Discharge rate
Cfs
-
20.43
13. Controlling Orifice
(Pinches
1.5
2.0
14. Orifice flow rate
Cfs
.04
.06
15. Permanent Pool Volume
Ft
17,096
66,644
16. Permitted Forebay Volume
Ft
3,557
12,009
17. Max. Fountain HP
HP
N/A
Y4
18. Receiving Stream
Hull Swam
19. Stream Index Number
WOK03 21-15
20. Stream Classification
C
II. SCHEDULE OF COMPLIANCE
The existing stormwater management system shall remain in place until such
time as the proposed construction project begins. The proposed stormwater
management system must be constructed in Its entirety, vegetated and
operational for its intended use prior to closing off the existing wet Pond and prior
to the construction of any additional built -upon area in excess of 96,013 square
feet.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. At the point in the future when the permittee has met the requirements to
permanently close the "Existing" stormwater system, the permittee shall notify
the Division and request that the "Existing" condition be removed from the permit
such that the only permitted stormwater BMP will be the "Proposed" condition.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 040205
4. The permittee shall at all times provide the operation and maintenance
necessary to assure that the permitted stormwater system functions at optimum
efficiency. The permittee shall maintain the "Existing' wet detention pond until
such time as it is replaced by the "Proposed" wet detention pond. 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. Repair of all components of the drainage collection system, including debris
removal and unclogging of outlet structure, orifice device, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
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.
6. Decorative spray fountains will be allowed in the "Proposed" stormwater
treatment system, subject to the following criteria. The "Existing" facility has less
than 30,000 cubic feet of permanent pool volume therefore, a fountain may not
be placed into the "Existing" facility.
a. The fountain draws its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of
the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in the
"Proposed" pond is 1/4 horsepower.
7. 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.
8. 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.
9. 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 040205
10. 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, changes in
the grading, repositioning of the built -upon areas, etc.
b. Redesign of or addition to the approved amount of built -upon area or to
the permitted drainage area.
C. Further subdivision or sale of all or part of the permitted project area.
d. Additions to the permitted project area.
e. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
f. Construction of any future BUA accounted for on the permit application.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
13. The permittee must maintain compliance with the proposed built -upon area limit
and ensure that the site is graded such that runoff from all the built -upon is
directed into the permitted system.
14. 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.
III. GENERAL CONDITIONS
This permit is not transferable 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 owner
or of the project, or a mailing address change, the permittee shall submit a
completed and signed Name/Ownership Change form to the Division of Water
Quality, accompanied by the required documentation as listed on the form.
Ownership changes include dissolution of the corporate entity, foreclosure and
bankruptcy proceedings. 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. Any individual or entity found to be in noncompliance with the terms and
conditions of this permit or the requirements of the stormwater rules is subject to
enforcement procedures by the Division of Water Quality, in accordance with
G.S. 143, Article 21.
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) which have jurisdiction.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 040205
4. In the event that the facilities fail to perform satisfactorily or fail to meet the
permit requirements, 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, revoked 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.
Permit modified and reissued this the 14th day of August 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 040205
Mike Toler Chrysler Dodge Jeep Ram
Stormwater Permit No. SW8 040205 Mod.
Carteret 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 specification:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 040205
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The overall dimensions of the system, as shown on the approved plans,
are provided.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
Page 9 of 9

Permit Number:
(to be 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 prox
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.
AUG 0 1 2012
— 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
location 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.
I approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
ECEIVE
AUG 01 Pal1 4
BY:____

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
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
sediment 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 s ra in .
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.
AUG 01 2012
Form SW40I-Wet Detention Basin O&M-Rev.4

C
Permit Number:
(to be provided by DWQ)
Drainage Area Number: .1
BMP element
Potentialproblem:
How I will rernediate 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 88:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 17.5
12.5 Pe maveumn Pool
----------- vole Sediment Removal Elevation 9_0 Volume
11.5 -ft Min. -------------------------------------------- -----
Sediment Bottom Elevation 8.0 11_11 n.
Storage Sedimenl
Storage
FOREBAV MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
r=CGd V r
AUG 01 2012
tit, Paee 3 Of4

Permit Number:
(to be provided by DWQ)
1 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: Mike Toler Chrysler Dodge Jeep Ram
BMP drainage area number: I
Print name: David Ray Murdoch
Address: 123 Nine J Drive, Newport, NC 28570
Date: ? - Z ?-/J
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.
day of
forgoing
seal,
a Notary Public for the State of
County of (AekZ& , do hereby certify that
YbC k personally appeared before me this 2
2DIz , and acknowledge the due execution of the
Lion basin mai��equirements. Witness my hand and official
My commission expires 40
Form SW401-Wet Detention Basin O&M-Rev.4
RECEIVED
AUG 0 1 2012
BY:�_
Page 4 of 4

0
©�RECEIVED
NCDENR AUG 01 2012
North Carolina Department of Environment and Natural Resour es
Division of Water Quality BY:
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SWS OH0205
2. Project Name: FRFP'S 'BEDS
3. Current Permit Holder's Company Name/Organization: M N ENTRPRISF5, LlL
4. Signing Official's Name: bAViD }2Ay MutZDOC.}} Title: MXNt'rCie-")2- fNtFmP—'�
5.MailingAddress: 123 NINt:S -D2fVC
City: N FW PO RT State: N C _ Zip:
6. Phone: (2yL) 22 3- 222 `i Fax: ( )
2ffi7D
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
® Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1,
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization:
2. Proposed permittee's signing official's name:
3. Proposed permittee's title:
4. Mailing Address:
City:
Phone: ( )
State: Zip:
Fax: ( )
2, 3, and 4 below)
5. New Project Name to be placed on permit: M IKtl—oLM TEE? RAM
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
PGA in #f above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4) �r►� �r
❑ Purchaser (Attach a copy of the pending sales agreement. Final a �w�h sm will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4) AI If; 01 2012
SSW N/O Change Revl5Feb2011 Page 1 of 4
-r

Ill. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form This certification must be completed and,signed�by.;both% he
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00.processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
9-Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, DAVID RAy 'MUP-M0+ the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge: I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, , the current permittee, am submitting this application
for a transfer of ownership for permit # . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature: &JAA�/(1K��i/lilwr�i> Date: !'L
at/' , a Notary Public for the State of
/n
County of do hereby certify that
t�VICi ka'a Avdpe . personally appeared before me this the
day of 20�, and acknowledge the due execution of the`
f r oi�g ins ument. Witness y hand and official seal, (Notary Seal)
ary ignature LEW-.4
EIVED
AUG 0 1 2012
SSW N/O Change Revl5Feb2011 Page

` i. ..
,� �
i
Ii ..�'C (1'�
� ,.;

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
❑ the most recent permit
❑ the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
Bpast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Signature:
day of
, County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
20, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee /developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev15Feb2011
RECEIVED
AUG 0 1 2012
Page 3 of 4 By;

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City:
Mailing Address:
(if different from street
City:
Phone:
Email:
State:
State:
Fax:
0
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 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 of the property owner
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20_, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
RECEIVED
AUG 0 1 2012
BY:
SSW N/O Change Rev15Feb2011 Page 4 of 4

• DWQ USE ONLY
D e eceived
Fec Paid
Permit Number
O
Applicabl ules: ❑ Coastal SW -1 5 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form umy 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.):
Mike Toler Chrysler Dodge Jeep Ram
2. Location of Project (street address):
5360 Highway 70
City:Morehead City County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
From the intersection of Hwy 70 and Hwy 24, take Hwy 70 West approximately 2 miles. Project located on
the right at the corner of Hwy 70W and Murdoch Road
4. Latitude:340 44' 35" N Longitude:76° 46' 19" W of the main entrance to the project.
II. 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 SW8 040205 , 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):
❑LAMA Major ®Sedimentation/Erosion Control: 5 ac of Disturbed Area
❑NPDES Industrial Stormwater E404/401 Permit: Proposed Impacts 0.494 acres
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: Mike Toler Chrysler Dodge jeep Ram, DWO 401 Cert,
Project #12 0302 5/17/12, Mike Toler Chrysler Dodge Jeep Ram, USACE, NWP39 SAW-2012-00204 6/13/12
RECEIVED
AUG 0 1 2012
FormSWU-101 Version07Jun2010 Page Iof6
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 proiect):
Applicant/Organization: M & N Enterprises, LLC
Signing Official & Title: David Ray Murdoch, Manager
b. Contact information for person listed in item I a above:
Street Address: 123 NineTDrive
City: Newport State:NC Zip: 28570
Mailing Address (if applicable):
City: State: Zip:
Phone: (252 ) 223-2229 Fax:
Email: [e-mail]
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. (Phis 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: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: f ) Fax:
Email:
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
Signing Official & Title: ' " —
b. Contact information for person listed in item 3a above: AUG 6 J 202
Mailing Address:
Phone:
Fax:
4. Local jurisdiction for building permits: Town of Morehead City
Point of Contact: Linda Staab Phone k: ( 252 ) 726-6848
Form S WU-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.
wet detention pond designed to 90% TSS
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 basin.
4. Total Property Area: 6.837 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 6.837 acres
Total project Wren shall be calculated to exclude the following the normal pool of impounded structures, the area
between the bunks of streams and rivers, the area below the Normal Ht h Water (NHW) line or Mean High Water
(MFIW) line, and coastal wetlands landward front the NHW (or MHI� 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 may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 51.80 %
9. How many drainage areas does the project have?1 (For high densihj, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole properly 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 -' - ` :
Drairia e.Area 1'-'Draina'e
Area ,
Draina e`Area' -
Draina.geAoia—
Receiving Stream Name
Hull Swamp
Stream Class *
C
Stream Index Number *
21-15
Total Drainage Area (so
181,500
On -site Drainage Area (so
181,500
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
154,275
% Impervious Area** total
85%
Impervious" Surface'Area ' "`'
'Draina e Areal
Drainage Area-
Drainage Area -
Drainage Area
On -site Buildings/ Lots (so
20,242
On -site Streets (so
On -site Parkin (so
121,584
On -site Sidewalks (so
4,367
Other on -site (so
Future (sf)
8,082
Off -site (so
Existing BUA*** (so
Total (so:
154,275 sf
Stream Class and Index Number can be determined at: htt : ortaimcdenr.or r I v s esu classi cation
** Impervious area is defined as the built upon area including, but not limited to, bui �ngs� �ts�yjr1ollrea,,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6

'Report only that wnount 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.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormmvater 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://t)ortal.ncdenr.ore/web/wo/ivs/su/bmo-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://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. 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.ncclennorg/web/w(I/ws/so/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.ncdenr.org/web/wq/ws/su/statesw/forms does.
Ott
is
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 IVI
Form. (if required as per Part VII below) 1
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. 4obo. eO
4. Permit application processing fee orSBD5-payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/paizes/onestopexpress.html 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 for
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 r/2
mile radius the map.
7. 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 MHW 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.
I. 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 .& P ���
qualified person. Provide documentation of qualifications and identify the pers C
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff cal atigq�}y�n O' ��12
o. Drainage areas delineated (included in the main set of plans, not as a separate d cjrmV
p. Vegetated buffers (where required). i
Form SWU-101 Version 07Jun2010 Page 4 of 6

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"x1l" 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 verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1043 Page No: 461
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
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 2H.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/Corl2orations/CSearch.aspx
VIL 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
http://portal.ncdenr.org/web/wu/ws/su/statesw/forms does. 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: Ginger Y. Turner, PE
Consulting Firm: Stroud Engineering, P.A.
Mailing Address: 107 B Commerce Street
City: Greenville State: NC Zip: 28557
Phone:( 252 1 756-9352 ext.234 Fax: ( 252 1 756-2345
Email: gturner®stroudengineer.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype nail!17son listed in Contact fief rn+� tion, item 2a) , certify that I
own the property identified m rmit applj4ifon, and thus give permission to (print or hype nine of person
listed in Contact Information, item la) with (print or hype name of organization listed in
Contact Information, item la) develop the project as currently proposed. A copy of
the lease agreement or pending property sales cl ract has bee vided with the submittal, which indicates the
party responsible for the operation and maintenance of the storm
tetl_
ECEI E
AUG 01 2012
Form SWU-101 Version 07Jun2010 Page 5 of 6 Br'-- -

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 hjpe name of person listed in Contact Information, item Ia) David Raft Murdoch
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 the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211.
Date: 7-07—/2
for the State of N06 49VA0& . County of
do hereby certify that
before me this 21- day of
a stormwater permit. Witness my hand and official seal,
My commission expires
the application for
Form SWU-101 Version 07Jun2010 Page 6 of 6 BY:

Permit No.
`• (to be PmviEect by DWD)
®M�
o20p W A 7]F.'q
4 y
NCDENR
�.
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and subrrvtted.
The Required Items Checklist (Part lit) must be printed, filled out and submitted along with all of the required information.
C PROJECT INFORMATION .
Project name
Mike Toler Chrysler Dodge Jeep Ram
Contact person
David Ray Murdoch
Phone number
252-223-2229
Dale
712512012
Drainage area number
1
IL DESIGN INFORMATION ' ' -
- '! "i ' - • -' - _
Site Characteristics
Drainage area
181,500 f?
Impervious area, post -development
154,275 fe
%impervious
85.00 %
Design rainfall depth
1.5.in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr mnoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pod elevation
SHWT elevation (approx. at the pen. pad elevation)
Top of 10ft vegetated shelf elevation
Bottom of tOn vegetated shag elevation
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
18,490 n'
19,497 n'
OK, volume provided is equal to or in excess of volume required.
to
Y (Y or N)
3.7 in
0.25 (uni8ess)
0.85 (uni8ess)
5.75 inthr OK
5.99 ft'Isec
20.24 fflsec
14.25 ft'Isec
18.50 fmsl
17.50 fmsl
18.00 fmsl
18.00 first
17.00 trust
9.00 (rust
8.00 fmsl
1.00 it
N (Y or N)
fmsl
AUG 0 1 2012
Foon SW401-Wet Detention Basin-Rev.94/18/12 Parts I. a IL Design Summery, Page 1 of 2

Permit No.,-.Vt/O V W5
(m be pmvldetl by OWO)
'-Ill. DESIGN INFORMATION'
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ate,,,,-.
Area, bottom of 10ft vegetated shelf, Ai;u a,,,
Area, sediment cleanout, top elevation (bottom of pond), Awa ,
Volumes
Volume, temporary pool
Volume, permanent pool, V...
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal 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, Va,my�
Area provided, permanent pool, A._,w
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Aro,..
Area, bottom of 10ft vegetated shelf, Aso, mod,
21,070 flz
11,072 fi'
6.10 limitless)
16,659 flz OK
10,511 ftz
1,952 fe
19,497 fit" OK
65,095 fd
12,009 fO
18.4% % OK
90 %
Y (Y or N)
N (Y or N)
6.10 (unifless)
N (Y or N)
65,095 ft'
16,659 '
ft
ft
Y (Y or N)
16,659 fe
10,511 fir
Need 3 ft min.
Area, sediment cleanout top elevation (bottom of pond), Asot w
1,952 fill
'Depth' (distance bIw bottom of 10ft shelf and top of sediment)
8.00 ft
Average depth calculated
5.02 It OK
Average depth used in SAIDA, of, (Round to down to nearest 0.5n)
5,0 ft OK
Drawdown Calculations
Drawdown through onfce?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Draw town through weir?
Weir type
Coefficient of discharge (C..)
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 track for overflow & onfice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
2.00 in
in'
0.(umuess)
RECEIVE
32
0.32 ft
(Y or N)
AUG 1 0 2012
(unittess)
(unitless)
ft
BY:
ft
sw8011ca
5.99 Wised
20.24 ft'/sec
5.57 fi3/sec
3.53 days
OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
3.4 :1
OK
Y (Y or N)
OK
2.Oft
OK
N (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
PUMP PROVIDED FOR EMERGENCY PUMPING
M
Form SW401-Wet Detention Basin-Rev.94I18/12 Parts I. & 11. Design summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST'
(to be provided by DWQ)
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. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials She' No.
4
�J I
5I13
�5
555555�
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.
2. Partial plan (1" = 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.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
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.
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.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
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.
Farm SW401-Wet Detention Basin-Rev.9-4/18/12
Imuelve
15 AUG 01 2012
b+._
Part III. RequiredItems C e� kc F_Sr, Page-T of 1

e
Permit No. 5W-'R-0-VO a'0
(to be provided by DWQ)
State of North Carolina i I r, I �� 4
Department of Environment and Natural Resources 1
Division of Water Quality own (hG I
STORMWATER MANAGEMENT PERMIT APPLICATION FORM ? 14'IZ MAD.
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: FRED'S BEDS ,---V HI'JCe %
Contact Person: RAY MURDOCH Phone Number: ( 252 ) 223-2229 LL
For projects with multiple basins, specify which basin this worksheet applies to�I" Cwp, DOY1
elevations
Basin Bottom Elevation 13.0
Permanent Pool Elevation 18.0
Temporary Pool Elevation 19.0
areas
Permanent Pool Surface Area 7,210
Drainage Area 111,644
Impervious Area 96,013
volumes
Permanent Pool Volume 17,096
Temporary Pool Volume 8,399
Forebay Volume 3,557
Other parameters
SA/DAI 6.2
Diameter of Orifice 1-1/2
Design Rainfall 1.0
Design TSS Removal 2 90
ft. (floor of the basin)
ft. (elevation of the orifice)
ft. (elevation of the discharge structure overflow)
sq. ft. (water surface area at the orifice elevation)
ac. (on -site and off -site drainage to the basin)
ac. (on -site and off -site drainage to the basin)
cu. ft. (combined volume of main basin and forebay)
cu. ft. (volume detained above the permanent pool)
cu. ft. (approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
in. (2 to 5 day temporary pool draw -down required)
in.
% (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SAMA 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.
Applicants Initials
14)�' a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
(2Y,&— b. The forebay volume is approximately equal to 20% of the basin volume.
Rxc. The temporary pool controls runoff from the design storm event.
��
, d. The temporary pool draws down in 2 to 5 days.
�A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
(Z�
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
It. 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.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
lzoL 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.
W 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 `.does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does )'does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

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.
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
When the permanent pool depth reads 2_25
Sediment Re oval El. 15.75' ---
Bottom Ele ation 15.0'
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 18.0'
Sediment Removal Elevation 14.25--------- 75%
--------------- -------- - ----
Bottom Elevation 13.0' 25%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. ` All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print name: DAVID RAY MURDOCH, JR.
Title: MANAGER -MEMBER
Address: 123 NINE J ROAD, NEWPORT, NC 28570
Phone: [phone]
Signature:/�—
Date:
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, MAS ram - ll� a Notary Public for the State of tJrjr-Q A¢ouoA
County of C e0.Ven1 do hereby certify that l� aV�D IZw. .i rr m t S
personally appeared before me this 1(TA day of Fct-eoany zoos and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
nun
�N •.
.. ......... 9/
AP
cwo
SEAL
My commission expires ccr, a9T'' oyae
Form SWU-102 Rev 3.99 Page 4 of 4

MEMORY TRANSMISSION REPORT
TIME :08-15-'12 15:55
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO. 692
DATE 08.15 15:53
TO : 8 912 527562 345
DOCUMENT PAGES 9
START TIME 08-15=15:533
END TIME / 08.1'S3
15:55
PAGES SENT 9
STATUS OR /
*** SUCCESSFUL TX NOTICE ***
3t.ro o(Nortb C.roBn.
Deparimwt of BSHeo st .ad N.tur.i Rarourar
wuri..teo >ti.oroe.i a�ma.
)M�e M6r Goveroor FAX COVER BHBET
Dw Rrainan. 9ecrot.ry
Uafe: _, � /S/�O I�� No. Pages (eacl. cover):
To: /Je�F/ %ULNEf--- prom: ,[o Csamer
Coq �riC/o✓p �ii/Q%-ice./EEG /�•�� PLone: (9301 '196-')336
per: / zSz — 7S6 'Z 3f � pax re�o)3so-loos
]2l Cvaivv Aive BaW�deu. Wia�atyioq NC ZMOS � (9i0) 796-T31� � M 84Ya1 Oppart�nl�y AIDrtnnHw Ae�lon 8mpioye�

Beverly Eaves Perdue, Governor
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
FAX COVER SHEET
Date:
j—�
To:
Co: ST�Odn ��6 i ✓cE� i ✓�
Fax: ZSZ — 75-6 —2
Re: '%O /--/'
w$ DOZDs
Dee Freeman, Secretary
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
iOV 9 � ��PP iC OZ /rJ
/ / /J%O l�i /e-ci �i'a ✓ SS dP d— i/tr
�Oy /'P tea, -ef,
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

STROUD ENGINEERING, P.A.
4 107-B Commerce Street
GREENVILLE, NC 27858
[phone]
TO N cA EN p
124 �CaY� Vd.i�.1
W I wt3"-1 vy, NC, 2154 o5
WE ARE SENDING YOU.
KEETUMN OIP CM&K@WDIUMI
DATE g I g I _2_
JOB No
tq 155
ATTENTION , 1 1 ,
fAA wN 1`-Cn�..IJ_Uf
RE:
iAiKeT+?le.✓ S
5W 8 0 20S K.4.
❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings
❑ Copy of letter
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
I
LS S� b
1 A
S W-40 - Wei-- Pa- &ts I B C Z
A%
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted ❑ Resubmit - copies for approval
❑ Approved as noted ❑ Submit copies for distribution
❑ Returned for corrections ❑ Return corrected prints
11
❑ PRINTS RETURNED AFTER LOAN TO US
WVA
COPY TO ,
SIGNED: 4 AA
// enclosures are not as noted, kindly notify us at -a.

A 411
I (jvA
Iti

.r
STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
107 a COMMERCE STREET
GREENVIL.LE, NORTH CAROLINA 27858
[phone]
August 7, 2012
Mrs. Linda Lewis
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405
Subject: Response to Request for Additional Information — Express Review
Stormwater Project No. SW8 040205 Mod.
Mike Toler Chrysler Dodge Jeep Ram
Carteret County
Linda,
ZU e2
g0
In response to your request for additional information dated August 7, 2012, the items below have been addressed
as follows:
1. The calculations report that the provided storage volume is 30,281 cubic feet. This volume appears to be
provided at elevation 19 feet, but the storage elevation is shown on the plans and supplement as 18.5 feet.
The storage volume provided at elevation 18.5 appears to be 19,497 cubic feet, which is the temporary
pool elevation and volume, respectively, reported on the supplement form.
The storage volume provided to the first outlet elevation of 18.5 is 19,497cf and has been revised in
the calculations and on Sheet 5 of the plans (both attached) to coincide with the Supplement.
2. The calculations use a temporary storage elevation of 18.46 for orifice sizing, but it is specified as 18.5 on
the supplement and on the plan details.
The calculations have been revised to reflect a storage elevation of 18.5 and a new drawdown time
of 3.53 days. The new drawdown time is reflected in the Supplement attached.
3. Based on a shelf area of 4184 square feet, a minimum of 1046 wetlands plants must be provided. Per
section 10.3.7 of the BMP Manual, woody shrubs cannot be planted on the shelf or on the embankment.
The ability to switch out shallow water or shallow land plants for shrubs or trees is specific to a stormwater
wetland only.
Revisions have been made to Sheet 6, Wet Detention Pond Landscaping Plan (see attached),
removing the shrubs from the planting list and modifying the number of wetlands plants to 1046.
If you have any additional questions or concerns plea,
•••1111111111/1///,,
Si cerely, ,.•'�• ssR 4 9
Ginger Y. Turner, PE
36970 ,
107 C01-ANIERCE Sl'.
SUITE 6
GREENVILI, F, NC 27856
[phone]
I' •� �FNGIE3' ''•.,, FR Y
gnorn+�
do not hesitate to contact me.
�CEIVE
AUG 10 2012
BY:--
t'QRIVE HESTROI1 PLAL%TNO
N,C 281s03 - 151-A IiWY. 24
)77y MOREHEAD Cl I'Y. NC 28557
[phone]

PM1558-8 MIKE TOLER
STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
SHEET NO. 1 --- OF—_ 15 _—
C.v.o-i.<TED BY GYT n�;.,_E L7/2/r25//j1122
REVISED: 817/12, WO COMMENTS
SSION• 9
MIKE TOLER CHRYSLER DODGE JEEP RAM
aQ �JCA� lz s
Stormwater Detention Pond Design
1g3e3 e
Nq
Tract Acreage
320939.4393 SF
Drainage Area =
181,500 SF
Drainage to C waters =
1.51NCH
Existing Impervious =
0 SF
Proposed Impervious Area
Buildings= 20242 SF
Drive/Parking = 121584 SF
Sidewalks= 4367 SF
Total= 146193 SF
% Impervious =
80.55% -
Design%Impervious=
85.00% (USEFORDESIGN)
Future Miscellaneous =
8082 SF
Total Proposed Impervious =
154275 SF
Use 6.0' deep pond with 90%TSS removal
(see SA/DA chart)
SA/DA=
6.10%
Minimum Reaulred Permanent Pool Surface Area
Minimum Req'd SA @ Permanent Pool =
11072 SF SAgro.o = (SA/DA)(DRAINAGE AREA)
SA Provided =
16659 SF
lyr-24hr Precipitation =
3.67 IN
lyr-24hr intensity=
Imo'
5.751N/SEe rir
Pre -development
Rv = 0.05
ion ee.eioomme= 0.25
4 w..eerM.emmi = 5.99
Post -development
By =
0,815
e iw:raera.w�e"r =
0.84
4
19.53
Minimum Required Storage Volume
as II��
E C E I V EP
Volume 1-1/2" rain event =
18490 CF
AUGI
A10 2012
Volume Provided =
19497 CF
'5�u 9 040 W.S ly�d

Q
STR06I
D ENGINEERING, P.A.
Hestron,Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
2-5 Day Orifice Sbo
Required Volume to Store =
Permanent Pool Elevation=
1-1/2" Storage Elevation=
lyr-24hr Orifice Elevation =
Elevation Head (H.) =
Q, (2-day flowrate) =
Qs (5-day flowrate) =
A=Q/ICd(2gH.)'R
,,,E PM1558-8 MIKE TCLER
SHEET NO __ 2 OF 15
C<CULA1En Hv GYT OATI` 7/25/12
CHECKEDB'i .-..._I,(/ 4, ., �- C•ATE
REVISED: 817/12, wQ COMNENTk..-
18490
17.50
18.50
18.50 (next outlet above required 2-5 day orifice)
0.333 FT (based on 1/3 per SMP Manual)
0.107 CFS
0.043 CFS
Aaonr= 0.038 FT' 5.54 IN'
Diameter= 2.661N
As onY= 0.015 FT' 2.22 IN'
Diameter= 1.68 IN
use 2" diameter orifice
Area 2" = 3.14 IN 0.0218 FT'
QIV flowrate) = 0.0606 CFS
Approximate Time= 3.53 DAYS
c���° (H CARP 00�
t SEAL
13343
RECEIVED
AUG 1 0 2012
BY:-_

01
IN I
O:0F O?9
STROUD ENGINEERING P.1, SEAL
Hestron Plaza Two 13343 fti
151 A Hwy. 24 �O
MOREHEAD CITY, INC 28557nD•
[phone] C
''�� O \3 p`
C-0647 ��1��nn110"'l i
MIKE TOLER CHRYSLER DODGE JEEP RAM
Pond Volumes
Elevation
Section
SA SF
AV . SA
w Ht. F7
n�5
Vol. (CF)
17.50
Permanent pool
3666
3556
1.00
3556
16.50
Contour
3225
2922
1.00
2922
15.50
Contour .
2618
2344
1.00
2344
14,50
Contour
2069
1824
1.00
1824
13,50
Contour
1578
1365
1.00
1365
12.50
Folebay Bottom
1 1151
Total Vol.
1 12009
... __F^-.'Si s - -r. 3.'oa^ rs...._,:^r..firr N 1.r..:.�-* r vvxs x...�>u: m... ;I
MAW RAAIN V(1111MF# `Y'.. ...
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol.CF
A1000 *, ^Y: »r_t ;.,.,
. ;To of Shall
'v-:i20130r:t`a
r
+_1fi452 K
'"5 :3050 W21f
�8226 -,
17.50'
Permanent pool
12773
tsz;Notincluded:
in'main, basint
volume) *`
11542
1 0,50
5821
17.00
Bottom of Shelf
10511
9B71
1.00
9671
16.00
Contour
9230
B618
1.00
88/8
15.00
Contour
BOOS
7423
100
7423
1400
Contour
6841
6290
1.00
6290
1300
Contour
5739
5219
1.00
5219
12.06
Contour
4698
4209
1.00
4209
11,00
Contour
3719
3261
1.00
3261
10.00
Contour
2802
2377
1.00
2377
' 9.00-1
Main Basin Bottom
1952
Total Vol.
63087
Permanent Pool Area = -
16659
SF
Permanent Pool Volume =
65095
CF (Main Basin t Forebay)
Forebay % of Permanent Pool Volume =
18.45%
-
Depth =
8.00
FT
Surface Area at Bottom of Shelf =
10511
SF
Surface Area at Permanent Pool -
16659
SF
Surface Area at Bottom of Pond =
1952
SF
Average Depth =
5.15
Calculated using Option 2 in BMP Manual
Volume at Top of Shelf =
61312
CF
OF

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
Volume at Bottom of Shelf =
JTR PM1558-8 MIKE TOLER
Sir= NO _ 6 OF 15
H CiTED BY GY• DAT
OECKEHED BY � DATE
scA E
47266 OF REVISED: 8/7/12, WOCO0tA0,�*J-AR"/116
Storaffevolume Dred 18490 CF aw�O^.�F E$i `�29
STORAGEEVOLUMETPROVIOEO.x�;,;-,,„
Elevation
I Section
SA SF
I Av .SA
I Et. TETI
I Vol. CF
17.50
Permanent pool
16659
18395
0.50
9197
18.00
. Contour
20130
20600
1 0.50
10300
18.50
Top of Shelf
21070
Total Vol.
1 19497
Storage Volume Provided 19497 OF
SEDIMENTi6ASIN„s'._,-y,Ja?.:'k a�.,.....�.:;%rt"-„_'-x+ _..•:,,:L- s'�...�s?s...-<.-ec ...._,zw .,._...-. ,.a -.
RUNOFF CALCULATIONS
RAT) M�FI O D: Q=CIA
RETURN PERI
TG
INTENSITY:
RUNOFF COEFFICIENTS:
DRAINAGE AREA TO SEDI TPOND=
Q�orn=
DISTURBED AREA =
SEDIMENT RATE =
REQUIRED STORAGE VOL =
PROVIDED STORAGE VOL=
REQUIRED SURFACE AREA =
PROVIDED SURFACE AREA =
"USE FOREBAY AND PORTION OF MAIN Sit
SKIMMER SIZING
REQUIRED STORAGE VOL=
DEWATERING TIME _
04 =
TRY 4" SKIMME
H(HEAD ON IFICE)=
ORIFICE METER=
EROSION CONTROL CALCULATIONS
10 YEARS
5 MI
8.8 /HR 10 yr
5 (PRE -DEVELOPMENT)
t50D SF
4.17 AC
9.18 CFS
5 ACRES
36DO CF/ACRE
17100 CF
65095 CF
3992 SF
16659 SF (PROVIDED AT HIS CONTOUR)
?SEDIMENTDURING CONSTRUCTION AND CLEAN TO DESIGN STANDARDS
i 3343
" O sA
vea.
DI • CUB-�'�e
11111111111111
"'° 3 RECEIVED
3 DAYS
5700 CF/DAY
AUG 1 0 2012
0.333 FT Dt/�
2.07 IN (USE 2" ORIFICE)
La et
Dlam w'(in)
VeloeitYlR/sI
Apwn Mat'nal
Regd Ppran
flep'tl Apmn
R.P'd
Material
t.rri
width
Thiana::
PIPE 18 POND INLET
36
4.42
Class BRii
9
18' '
PIPE 19-POND OUTLET
DUAL 18'
9.06
CIazs B(Light)
9
675
le"

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 AHwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
AH PN1 I5S-5-8 r�ukc. TnL.�
6MEE1lq w 2 2 %%�e91111111rI/Per
ctiwu.EpD %J NT H CA c?
cw:cl�evv.- TE�
ES i
OF �se
. �•:v:
SEAL
p 's. 13343
�O2-y •�tiGINEEP',Z�Q::
Relationship '''',`'11 UL %%,,%,
Stagg 81ora0e
MINE TOLER CHRYSLER DODGE JEEP RAM be ld9
As. 193HB.27
5)
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Lanlow
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Precipitation Frequency Data Server
12 op J5
NOAA Atlas 14, Volume 2, Version 3 �J+y�
Location name: Newport, North Carolina,
US* sr '"
Coordinates: 34.7428,-76.8211 f g
Elevation:17ft*
' source: Gecgle Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in
inches/hour)1
Duration
Average recurrence interval(years)
______
1
�I��������^
2
5
10
25
I 50 J
100
200
500
I 10�00
5•mtn
5.75
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6.76
7.85
8.81
9.95
10.8
11.7
12.6
13.8
14.7
(5.30 6.23)
(6.23 Z32)
(7.22 8.48)
(8.10 9.52)
(9.OB 10.7)
(989 11.7)
(10.7 12.7)
(11.4 13.6)
(12.3 74.9)
10-min
I
5.41
6.28
7.04
7.92
8.64
9.32
10.0
10.9
11.6
-4.59
(4.24 4.97)
(4.99 5.86)
(5.78 679)
(6.47 7.61)
(7.24 8.54)
(7.88 9.33)
(8.46 10.1)
(901 10.8)
(9.73 11.8 )
( 10.3 12.6 )
3.82
4.53
5.30
15-min
5.94 1
6.70
7.29
7.86
8.41
9.13
9.70 1
1
(3534 .15)
(4 18 4 91)
(4.88 5 73)
(5.46 6 42)
(6.12 7 22)
(6 65 7.88)
(7 13 8.49)
(7.58 9.10)
(8.16 9.90)
(8.60 10.5)
30-min (
'_J
2.62 I
(242 2.84) 11
3.13
(2.89 339)
-
3.76
(346 4.07)
4.30
(3.96 4.65)
(453 5.35)
5.49
(5.01 5.93)
6.02
(5.46 6.50)
6.55
(5.90 7.08)
7.26
(6.49 7.87)
7.85
(6.97 8.54)
60-min I
6 •6477�-1.96
2.41
2.80
-4.96
3.30
3.72
4.15
4.59
5.21
5.73
__--.
1
(_ _)
(1.87 2.13)
(222 2.61)
(2.58 3.03)
(3.02 3.56)
(3.39 4.02)
(3.76 4A8)
(4.14 4.97)
(4.66 5.65)
(5.09 6.23)
'
' 2-hr
1.02
(0_913 1.11)
1.23
(1.13 1.35)
1.56
(1.43 1.69)
1.84
(1.68 2.00)
2.23
(2.03 2,41)
2.56
(2.32 238)
2.92
(2.63 3.16)
3.30
(2.95 3,57)
3.83
(3.39 4.17)
4.30
1 (3.77 4.68)
0.733
0.888
1.12
1.34
1.64
1.91
2.20
2.51
2.98
3.38
�3-hr
_.._ _
(0_670 0_807J(0.813
0.977)
(1o3 1,24)
(1.22 1.47)
(1.48 1.80)
(1.72 2,09)
(t.96 2.40)
(2.22 2,75)
(2.60 3.26)
(2.92 3.71)
6-hr
'__](0.401
0.444
0.538
0.682
0.815
1.00
1.17
1.35
1.55
1.84
2.10
0.498)
(0_486 0,603)
(0_614 0.765)
(0.732 0.914)
(0.894 1.12)
(1.04 1.31)
(1.19 1.50)
(1.35 1.72)
(1.58 2.05)
(1.78 2.34)
12-hr
38
0.405
0.949
1.14
1.310262
0.298
02836
0.363 0.459)
00)
(0.532 0.680)
(0.620 0.796)
(0.963 1.28)
(1.09 1.47)(0.236
0.153 I
(0.140 0.168)
(0.171 0.205)
(0.221 0.264)jjod262
0.314)
(0.322 0.389)
0.414
(0.372 0A53)
0.479
(0.426 0.524)
0.551
(0.484 0.603)
0.65924
(0.568 0.724)
0.751018
(0.638 0.830)
2-day
�(0.080
0.088
0.107
0.137
0.163
0.203
0.237
0.275
0.318
0.383
0.439
0097](0.097
0.118)
(0.125 0.152)
(0.148 0.180)
(0.182 0.223)
(0211 0.261)
(0.242 0.303)
(0.276 0.351)
(0.326 0.425)I(0.368
0.491)
0.063 '
o-o76
0.097
0.115
0.141
0.164
0.189
0.217
0.258
0.295
3•dna
(0_057 0.069)I
(0.070 0.083)
(0.089 0.107)
(0.105 0.126)
(0.128 0.155)
(0.147 0.180)
(0.168 0.208)
(0.190 0.239)
(0.222 0.286)
(0.250(0.250 0.329))
4•da I
_
0.050
(0.046 0.055)
0.061­IF
(0.056 0A66)
0.077
(0.071 0.084)
0.091
o.083 0.099)
0.111
(0.100 0.121)
0.127
(0.115 0.140)
0.146
(0.130 0.160)
0.166
(0.146 0,182)
0.196
(0.170 0.217)
0.223
(0.191 0.249)
0.033
0.040
0.050
0.058
0.070
0.081
0.092
0.103
0.120
0.135
(�I7-da
(0.030 0.036)
(0.037 0.043)
(0.04fi 0.054)
(0.054 0.064)
(0.064 0.077)
(0.073 0.088)
(0_082 0.100)
(0.092 0.113)
(0.105 0.132)
(0.116 0.149)
(
0.026
0.031
0.039
0.045
0.054
0.062
0.069
0.078
0.090
0.100
I 10•da
I�
(0.024 0_028))
(0.029 0.034)
(0.03fi 0.042)
(0.042 0.049)
(0.050 0.059)
(0056 0.067)
(0.063 0.076)
(0.070 0.085)
(0.079 0.099)
(0.087 0.111)
I
0.018
0.021
0.026
' 20•day
����������
0.029
0.035
0.039
0.044
0.048
0.055
0.061
(0.016 0.019)
(0.020 0 023
0.024 0.028)
(0.027 0 032)
(0.032 0.037)
(0 036 0.042
0.040 0.047)
(0.044 0.052)
(0.049 0.060)
(0 053 0.067)
0.015
0.017
0.021
0.024
0.027
0.030
- 0.034
0.037
0.041
0.045
j�30-da
0.016)I
(0.016 0.018)
(0.019 0.022)
(0.022 0.025)
(0.025 0.029)
10.028 0.033)
(0.031 0.036)I
(0.034 0.040)
(0.037 0.045)
(0.040 0.049)
�45-da I
0.012
0.014
0.017IF
0.019
0.023
0.025
0.028
0.031
0.035
0.038
J(0.011
0.013)
(0.013 0.015)
(0nl6 0.018)
(0_018 0.021)
(0.021 0.024)
(0.023 0.027)
(0.026 0,030)
(0.028 0.033)
(0.031 0.038)
(0.034 0.041)
60-da
0.011
0.013
0.015
0.017
0.020
0.022
0.024
0.026
0.029
0.031
(0_O10 0.012)'
(0.012 0.014)
(0.014 0.016)
(0.01fi 0.018)
(0.018 0.021)
(0.020 0.023)
(0.022 0.025)
(0.024 0.028)
(0.026 0.031)
(0.028 0.033)
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.htmi?lat=34.7428&Ion=-76.821l&data=intensity&units=english&series=pds[6/20/2012 8:48:42 AM]

Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Newport, North Carolina,"'-"""'4
US•
Coordinates: 34.7428,-76.8211 �A6
Elevation: 17ft' ".,,•�;f
'source: Google Maps .
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Pauybok, M.Yekla, and D. Riley
NOAA. National Weather Service, Silver Spring, Maryland
• • -• 11M. go
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in
inches)'
Average
recurrence
interval(years)
Duration
1
2
2
5
F 1-0
10
25
50
���0�
100
200
5-0
1000
0.479
0.563
5-min
0.654
0.734
0.829
0.904
0.978
1.05
1.15
1.23
(0.442 0.519)
(0.519 0.610)
(0.602 0.707)I
(0.675 0.793)
(0,757 0.894)
(0.824 0.977)
(0.888 1.06)
(0.948 1.14)
(1.03 1.24)
(1.09 1.33)
0 765
0.901
1.05
1.17
1.32
1.44
1.55
1.67
7.81
1.93
10-min I
(0.706 0_829)
(0.831 0.976)
(0.963 1.13)
(1.08 1.27)
(1.21 1.42)
(1.31 1.56)
(1 41 1.68)
(1.50 1.80)
1.13
1.33
1.48
1.8215m
1.97095
2.10
2.28
2.43
83
.22 1.43)
(1.37 1.60)
(1.53 1.81)
(1.66 1.97)
(178 2.12)
1.31
1.57
i•88
2.15
2.48
2.75
3.01
3.27
3.63
3.93
30-min (
(1.2 11.42)
(1.44 1.69)
(1.73 2.03)
(1.98 2.33)
(2.27 2.67)
1 (2.50 2.97)
(2.73 3.25)
(2.95 3.54)
(3.25 194)
(348 427)
1.64
1.96
2.41
2.80
3.30
3.72
4.15
4.59
5.21
5.73
60-min I
-J
(1.51 177)
(1.81 2.13)
(2.22 2.61)
(2.58 3.03)
1 (3.02 3.56)
1 (3.39 4.02)
(3.76 4.48)
(4.14 4.97)
(4.66 565)
(5.09 6.23)
2-hr
2.03
(1.87 2,22)
2.47
(2.27 2.69)
3.11
(2.85 3.39)
3.68
(3.37 4.00)
4.46
(4.05 4.83)
5.13
(4.64 5,56)
5.83
(5.25 6.32)
6.59
(5 89 7.15)
7.67
(6 78 8.341
8.60
(7.54 9 37)
3-hr
2.20
2.67
3.38
4.03
4.93
5.74
6.61
7.55
8.93
10.2
_Y
2.42)
(2.44 2.94)
(3.08 3.71) 11
(3.66 4.42)
1(4.46 5.40)
(5.15 6.28)
(5.89 7.21)
(6.67 8.25)
(7.79 9.78)
(8.77 11.1)
3.22
4.88
7.00
8
927
11.0
12.6409
6-hr
-I
298)
3.61)
3458)
(4.39 5.48)
(6.20 7.81)
(7.11 9.00)
.2066
(8.09 10.3)
(9.47 12.3)
(10.7 14.0)(291
4.8853)
8.59.59)
12-hr
(2.84.1659)J
(3.4484.34)
(4
(5. 3 6.64)
(6.47
(7
(8.59•59,1)
(9.831 2.8)
(1163 5.4)
(13A 1 7)
3.67
4.46
5.77
6.88
8.52
9.93
11.5
13.2
15.8
18.0
�I24-hr
(3.37 4.03)
(4.10 4.91)
(5.30 6.34)
(6,28 7.54)
(7.72 9.33)
(8.92 10.9)
(10.2 12.6)
(11.6 14.SJ
(13.6 17.4)
day
4.23
5.12
6.58IF
7.84
9.73
11.4
13.2
15.3
18.4
21.1
-2-
(3.86 4.671�
(4.68 5.66)
(5.99 7.28)
(7.11 8.65)
(8.76 10.7)
(10.1 12.5)
(11.fi 14.5)
(13.3 16.9)
(15.7 20.4)
(17.6 23.6)
I�3-day
4.51
(4.14 4.96)
5.47
(5.01 6.01)
6.99
(fi.39 7.68)
8.27
(Z54 9.09)
10.2
1 (9.20 11.2)
11.8
1 (10.6 13.0)
13.6
(12.1 14.9)
15.6
(13.7 17.2)
18.6
(16.0 20.6)
21.3
(18.0 23.7)
4.80
4-day
-
5.81
7.39
8.70
10.6
12.2
14.0
15.9 I
18.8
21.4
_I
(4.42 5.24 J
(5.35 6.36)
(6.79 8.09)
(797 953)
(965 11.6)
(11.0 13.4)
(12.5 15.4)
(14.1�17.5)
(16.3 20.8)
(18.3 23.9)
1
5.54
6.68
8.39•
9.80
'11.8 I
13.5
15.4
17.4
20.2
22.6
7-day
_
(5.10 6.03)
1 (SAS 7.28)
1 (7.71 9.14)
1 S.99 10.7)
(108 12.9)
(123 14.8)
(13.8 16.8)
(15.4 19.0)
(17.7 22.2)
(19.5 25.0)
10-day
6.30
(5.83 6.84)
7.55
1 S.98 8.20)
9.35
1 10.2)
10.8
11.8)
13.0
141)
14.8
161)
16.7
1&2)
18.7
20.4)
21.6
23.8)
24.1
266)
(865
(9.99
(11.9
(135
(151
(16.7
(19.1
(20.9
20-day
8.48
10.1
12.3
14.1
16.6
18.7
20.9
23.2
26.5
29.1
(7,92 9.13)
_
(9.44 10.9)
(11 4 13 2)
(13.1 15,2)
(15,4 17.9)
(17.2 20,2)
(19 0 22 6)
(21.0 25.2)
(23.5 28.8)
(25 6 31.9)
j 30-day
JIF
10.5 IF
(9.78 11.2)
12.4
(116 13.3)1
14.9
(14.0 16.0)
17.0
(15.8 18.2)
19.7
(18.3 21.2)
22.0
(20.3 23.6)
24.3
(222 26, 1)
26.6
(24.2 28.7)
29.8
(26.9 32.4)
32.4
(28.9 35.3)
45-day
13.0
J
15.4
18.4
20.9
24.3
27.2
30.1
33.2
37.4
40.9
(12,2 13.9)
(14.4 16.5)
(17.2 19.7)
(19.4 22.4)
(22.5 26.1)
(25.1 29.2)
(27.6 32.4)
(30A 35.8)
(33.6 40.7)
(36.2 44.7)I
60-day I
15.7
18.6
1
22.0
24.6
28.3
31.2
34.2
37.2
41.3
44.4
(14.8 16.8)]
(17.5 19.8)
(20.6 23.4)
(23.0 26.3)
(26.4 30.2)
(29.0 33.4)
(31.5 36.6)
(34.1 40.0)
(37.4 44.6)
(40.0 48.2)
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.7428&Ion=-76.821l&data=depth&units=english&series=pds[6/20/2012 8:16:35 AM]

PIPE CALCULATIONS
Label
Mannin 5
g
Coefficient
Slope (ft/Ft)
Depth (fq
Diameter
(in)
Discharge
(ds)
Flow Arealocity
Ile)(ft/sl
Maximum
Discharge
Ids)
PIPE 1
0.012
0.0020
0.99
12
1.66
0.8
2.18
1.79
PIPE 2
0.012
0.0025
1.26
15
3.56
1.2
2.87
3.85
PIPE 3
0.012
0.0020
1.46
17
4.70
1.7
2.82
*2.91
5.06
PIPE
0.012
0.0060
1.04
12
3.33
0.9
3.91
3.58
PIPE 5(Dual)
0.012
0.0020
1.45
17
4.66
1.7
2.82
5.01
PIPE 6 (Dual)
0.012
0.0020
1.52
18
5.27
1.8
2.91
5.67PIPE7(Dual)
0.012
0.0030
1.51
18
632
1.8
3.54
6.80PIPE8
0.012
0.0020
0.97
12
1.59
0.7
2.15
1.71
PIPE
0.012
0.0015
0.92
11
1.19
0.7
0.00
1.80
1.28
PIPE 10
0.012
0.0030
1.00
12
2.12
0.8
0.00
2.69
2.28
PI PE 11
0.012
0.0015
0.96
11
1.33
0.7
0.00
1.85
1.43
PIPE 12
0.012
0.0060
1.26
15
548
1.2
0.00
4.43
5.89
PIPE 13
0.012
0.0030
1.97
24
12.81
3.0
6.16
4.22
13.78
PIPE 14
0.012
0.0035
1.96
24
13.81
3.0
0.00
4.56
14.86
PIPE 15
0.012
0.0020
2.20
26
14.10
3.9
0.00
3.72
15.17
PIPE 16
0.012
0.0015
2.33
28
14.22
4.3
0.00
3.34
15.30
PIPE 17
0.012
0.0020
2.86
1 34
28.32
GA
0.00
4.42
30.46
PIPE 18
0.012
0.0020
2.86
34
28.32
6.4
0.00
4.42
31.46
PIPE 19
0012
0.0150
1.85
0ua118
24.29
2.7
0.00
9.06
26.13
er�run
a _
`o "^ CA) Cr
m
.0 wD
r ',Con. r
0 0
ato c
IT =p
ITa m
oyE3 Z
_: z
„< a m
tib A
N O Z
m
C.71
D

QSO FLOWS
DRAINAGE AREA#
DRAINAGE AREA (SF)
DRAINAGE AREA (AC)
C
INTENSITjc(IN/HR)
Q,(CFS)
1
8393
0.193
0,99
8.81
1.664
2
9645
0,221
0.98
8,91
1.912
3
5689
0.131
0.98
8.91
1.128
4
16820
0.386
0.59
8.81
3.334
5
6434
0.148
0.98
8.81
1275
6
6219
0.143
0.98
8.81
1.233
10540
0.242
0.98
8.81
2.089
8
8000
0.1m
098
8.81
1.586
9
14525
0.333
0.98
8.81
2.879
10
5987
3.137
0.98
8.B3
1.187
11
4715
0.108
0,98
8.81
0,935
12
6705
OA54
0.98
8.81
1.329
13
10223
0,235
0.98
8.81
2026
14(INCLUDES SLOG)
22460
0.516
0.98
8.81
4.452
15
5070
0.116
0,98
8.81
1.005
16
1447
0.033
0.98
8.81
0.287
PIPE FLOWS
N
0 0
m
C
_ � O
nip o Z
O
Sia Q=�Z
A d
J d T
O Z
m C)
v �
lz
PIPE#
DRAINAGE AREA
DRAINAGE AREA (SF)
DRAINAGE AREA(AQ
C
INTENSIW,o(IN/HR)
Q,„(CFS)
1
1
8393
0.19
0.98
8.81
3.66
2
1♦2
18038
0.41
0.98
8.81
3.58
3
1R+3
23)2)
0.54
0.98
881
4.70
4
4
16820
0.39
0.98
8.81
3.33
5
1+2+3+4+5
46981
1.08
098
8,81
9.31
6
1+2+3+4+5+6
53200
1.22
0.98
8.81
10.54
2
1+2y+4+5+6+7
63740
1.46
0.98
8.81
12.63
8
9
8000
0.18
0.98
881
1.59
9
10
5987
0.14
0.98
881
1.19
10
10+11
10702
1 0.25
1 0.98
1 881
2.12
11
12
6705
0,15
0.98
8.81
1.33
12
10+11+12+13
27630
0.63
0.98
8.81
5.48
13
9,10.11+12+13+14
64615
1.48
0.98
8.81
12,81
14
9+10+11+12-13+14+15
69685
1.60
0.98
8,91
13.81
15
9+SO+13+12+13+14+15+16
71132
1.63
0.98
8.81
14.10
16
3+2+3+4+5+6q+8
71740
1.55
0.98
8.81
14.22
17
1+2+3+4+5+6+)+8+9+10+11+12+13+14+15+16
))872
1.79
0.98
8.81
2832
Al AAIlIIIIII
\\\\AII
'
oN
0 G)
w Lrit 0 Z
uuu�►�"`0*

14 De �5
Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Sank and channel lining procedures", New York Department
of Transportation, Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q.fullcapacity
(2) Qlo
(3) V full +
(4) Via
where Q = discharge in ci's and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Vo al culvert or paved channel outlet..
Step 2) For pipe culverts Do is diameter.
For pipe arch, arch and box culverts, and pdked channel outlets,
Do=Ao, where A = cross -sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
Step 3) For apron grades of 10%, or steeper, use recommendations
For next higher zone. (Zones I through 6).�
2'
20
n 15
F_U
O
W 10
5
i
0
Im®room.r�mmmm®
®own
-
•mi®o
� ®o
mm®mo®®m
®mvmr►q>v®®u
YlNl�ol1U®u�.�pp®m.W
m
mouam..oumso.®.,®.o.
m�a`oouuvouu®u�
oQo'.mu.u�.u.u..mu
�omu.0
u .mt.uu®vauumom®oRm...
�ou�
V��ua�
F.���.®V.mmm®sue.®
510' 15, 20' 25'
DIAMETER (Ft.)
Figure 8.06.b.1
Rev. IV)3 8.06.5

® Is (5
RONMATER19
PROPERMVEW
L7
TOEnEVEWSCOUn
OLEUSE L] eLWAVS
L1
NG (FINE),, -' CL.A' • '%
3 x De
4 x De
WFILLING
ING (LIGHT) CL. B
3 x D.
6 x D.
ING(MEDIUM)•CL. 1'
4 xD.
8 x D.
ING (HEAVY)" CLING.(HEAVY)
CL.2
OF De
10 x D.
6
STONE FILLING (HEAVY)' CL.2
6 x Da
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STILLING
BASIN OR LARGER SIZE STONE),
Fig. 8.06.b.2, .
Width = 3 times pipe die. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
Step 1) Use figure 8.06.b.3 to determine maximum stone size (e.g. for 12
Fps=20" or 550 lbs.
Step 2) Use.figure 8.06.b.4 to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone, and the maximum
and minimum range in weight should be 25-500lbs.) '
Note: In determining channel velocities for stone linings and revetment, use
the following coefficients of roughness:
Diameter
Mannin's
Min, thickness
(inches)
"n"
of lining (inches)
Fine
3
0.031
9 12
Light .
6
0.035
12 18
Medium
13
0.040
18 24
Heavy
..23
0.044
30, 36
"
(Ch n eh) (Dissepnton)
8.06.6 Rm In3

A
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
August 7, 2012
David Ray Murdoch, Manager
M & N Enterprises, LLC
123 Nine J Road
Newport, NC 28570
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: Request for Additional Information — Express Review
Stormwater Project No. SW8 040205 Mod.
Mike Toler Chrysler Dodge Jeep Ram
Carteret County
Dear Mr. Murdoch:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express State Stormwater Management
Permit Application for Mike Toler Chrysler Dodge Jeep Ram (formerly Fred's Beds) on
August 1, 2012. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the
stormwater review:
The calculations report that the provided storage volume is 30,281 cubic
feet. This volume appears to be provided at elevation 19 feet, but the
storage elevation is shown on the plans and supplement as 18.5 feet. The
storage volume provided at elevation 18.5 appears to be 19,497 cubic
feet, which is the temporary pool elevation and volume, respectively,
reported on the supplement form.
2. The calculations use a temporary storage elevation of 18.46 for orifice
sizing, but it is specified as 18.5 on the supplement and on the plan
details.
Based on a shelf area of 4184 square feet, a minimum of 1046 wetlands
plants must be provided. Per section 10.3.7 of the BMP Manual, woody
shrubs cannot be planted on the shelf or on the embankment. The ability
to switch out shallow water or shallow land plants for shrubs or trees is
specific to a stormwater wetland only.
Please note that a revision to one number may have a domino effect on other numbers,
which may require revision of the applications, calculations, supplements, plans, details,
and associated documentation. Please verify all numbers are correct to ensure
consistency in the application documents.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to August 14,
2012, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: w .ncvvaterquality.org
An Equal Opportunity 1 ARrmatve Action Employer
NorthCarolina
Naturally

Mr. Murdoch
August 7, 2012
Stormwater Application No. SW8 040205 Mod.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. In the Express program, no more than 2 time extensions may be
granted, for a total of 10 days.
The project's existing pond cannot be filled in until the new pond is constructed. The
construction of any additional impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-
215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. The
proposed modification may not be constructed until the permit modification is approved
and issued.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at linda.lewisia ncdenr.gov
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: S:\WQS\Stormwater\\Permits & Projects\2004\040205 HD\2012 08 addinfo 040205
CC: Ron Cullipher P.E., Stroud Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

I
TO
STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
y
(252)'247.7479
IN I/I ARC r
o
i;
WE ARE SENDING YOU El Attached El Under separate cover
>
❑ Shop drawings ❑ Prints `�\ ❑ Plans
❑ copy of letter ❑ Change order ❑ _
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FORBIDS DUE
REMARKS
LETTER OF TRANSMITTAL
DATE JOB NO.
ATTENTION r 1
❑ Samples ❑ Specifications
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints -
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNE
If enclosures are not as noted, kindly notify us at one .

i.r
r+

Lewis,Linda
From:
Ginger Turner [[e-mail])
Sent:
Thursday, August 02, 2012 8:30 AM
To:
Lewis, Linda
Cc:
'Ronald Cullipher'
Subject:
Mike Toler Chrysler Dodge Jeep Ram
Attachments:
PM1 558-8-001 SIGNED WETLANDS MARCH
401 WQC.pdf
Linda,
19 2012.pdf; Toler USACE NWP.pdf; Toler
Please see the attached documents as requested in your meeting with Ron Cullipher yesterday.
The "*" on Section B-B should be elevation 16.5 and has been revised to reflect this the plan.
Let me know if you have any questions.
Thanks,
Ginger Turner, P.E.
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
Office: [phone] ext 234
Fax: [phone]
Email Address: aturnerPstroudengineer.com

AUG 0 2 ZG12
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2012-00204 County: Carteret USGS Quad: Mansfield
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Mike Toler Chrysler, Dodge, Jeep, Ram Agent: Land Management Group, Inc.
Attn: Mike Toler attn: Kim Williams
Address: 5069 Highway 70 West 3805 Wrightsville Ave, Suite 15
Morehead City, NC 28557 Wilmington, NC 28403
Telephone No. [phone] [phone]
Size and location of property (water body, road name/number, town, etc.): The property is located at the northwest
corner of US 70 and Old Murdoch Road in Morehead City, Carteret County, North Carolina. Parcel ID #'s are
635606485795000 and 635606485550000.
Description of projects area and activity: This Nationwide Permit 39 authorizes impacts to approximately 0.494 acres
of a jurisdictional wetland, for the purpose of constructing a car dealership and a stormwater pond.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2017. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Christy Wicker at (910) 251-463
Corps Regulatory Official Date: 6/13/2012
Expiration Date of Verification: 6/13/2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at hqp•//re ug latorv.usacesurvey.com/ to complete the survey
online.
cc: Joanne Steenhuis, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
Page 1 of 2

SPECIAL CONDITIONS:
ACTION ID # SAW-2012-00204
1) In order to compensate for impacts to 0.494 acres of non -riparian wetlands, the permittee shall make
payment to the Hoffman Forest Mitigation Bankat a 2:1 ratio in the amount determined by this group,
sufficient to perform the restoration of 0.988 acre of non -riparian wetlands in the White Oak River
Basin. The permittee must make full payment to the Hoffman Forest Mitigation Bank and provide a
copy of the payment documentation to the Corps before any construction begins. Upon payment to the
Hoffman Forest Mitigation Bank, Stone Farm Mitigation Bank, LLC must follow the reporting
instructions as specified in the Mitigation Banking Instrument regarding the use of available credits.
2) The permittee shall install barrier fencing around all wetlands that are not to be disturbed to make them
readily visible and prevent construction equipment from inadvertently entering or disturbing these areas.
Corps Regulatory Official: �zu ��� Date:
RECEIVED
LAUG022012
BY:_----
Page 2 of 2

T-A
NC®EN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
May 17, 2012
DWQ Project # 12 0302
Carteret County
M & N Enterprises
Attn: David Murdoch, Jr.
505 Crestwood Drive
Newport, NC 28570
Julia Norris
425 Crestwood Drive
Newport, NC 28570
Subject Property: Mike Toler Chrysler, Dodge, Jeep, Ram, Newport
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Murdoch and Ms. Norris
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 0.494 acres of jurisdictional wetlands for the purpose of constructing a car dealership, as described
within your application dated March 19, 2012 and received by the Wilmington Regional office (WiRO)
on March 29, 2012 and additional information received on May 10, 2012. After reviewing your
application, it has been determined that the impacts are covered by General Water Quality Certification
Number(s) 3890 (GC3890). The Certification(s) allows you to use Nationwide Permit 39 when issued
by the US Army Corps of Engineers (USACE). 16 addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. The approved plans
and specifications for this project are incorporated by reference and are an enforceable part of the permit.
If you change your project, you must notify us and you may be required to send us a new application.
Additional wetland impacts that may cause the impacts to exceed the 0.5 acre threshold will be required
to be submitted as an Individual Permit application. If the property is sold, the new owner must be given
a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear
feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This
approval requires you to follow the conditions listed in the attached certification and any additional
conditions listed on the following pages.
RECEIVED
AUG 022012
1601 Mail Service Center, Raleigh, North Carolina 27699-1601 Bj�;�--- One
No Carolina
Phone: [phone] Internet: vnw.n vcdenr.gov (/U
An Equal Opportunity 1 Afirmahe Action Employer- 50% Recycled 110% Post Consumer Paper atuml"

M & N Enterprises
Attn: David Murdoch, Jr.
Julia Norris
DWQ Project # 2012 0302
May 17, 2012
Page 2 of 5
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units)
Plan Location or Reference
Wetlands
Area 1
21,536 sq ft 0.494 acres
Preliminary Plan attached
Stream
N/A
Open Water
N/A
2. Sedimentation and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be.designed; installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
& The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas .
beyond the footprint of the impacts depicted in.the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of
state water quality standards, statutes, or rules occur.
RECEIVED
AUG 0 2 2012

M & N Enterprises
Attn: David Murdoch, Jr.
Julia Norris
DWQ Project # 2012 0302
May 17, 2012
Page 3 of 5
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall. not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Protective fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the wetland or water prior to any land disturbing;
6. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self -monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at htW://h2o.enr.state.nc.us/su/Forms Documents.him
Any final construction plans for this project must include or reference the application and plans
approved by the DWQ under this authorization letter and certification.
8. All mechanized equipment will be regularly inspected and maintained to prevent contamination
of waters and wetlands from hydrocarbons or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the Division of
Water Quality, between the hours of 8 am to 5 pm at the Wilmington regional office at
910.796.7215 or Steve Lewis at 919.807.6308 and after hours and on weekends call the USCG
National Response
9. "Re -opener" Clause
M & N Enterprises, LLC and Julia Norris and their authorized agents shall conduct its activities
in a manner consistent with State water quality standards (including any requirements resulting
from compliance with section 303(d) of the Clean Water Act) and any other appropriate
requirements of State law and federal law. M & N Enterprises, LLC and Julia Norris shall
require their contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of its contractors (and/or agents) a copy of this
Certification. A copy of this Certification shall be included in the construction contract and
available on the job site at all times. If DWQ determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or f' kdc ^r fed rat_
AUG 0 2 2012

M & N Enterprises
Attn: David Murdoch, Jr.
Julia Norris
DWQ Project # 2012 0302
May 17, 2012
Page 4 of 5
law is being violated, or that further conditions are necessary to assure compliance, DWQ may
reevaluate and modify this certification to include conditions appropriate to assure compliance
with such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before
modifying the certification, DWQ shall notify M & N Enterprises, LLC, Julia Norris and the US
Army Corps of Engineers, provide public notice in accordance with 15A NCAC 21-1.0503 and
provide opportunity for public hearing in accordance with 15A NCAC 21-1.0504. Any new, or
revised conditions shall be provided to M & N Enterprises, LLC and Julia Norris in writing, and
shall be provided to the United States Army Corps of Engineers for reference in any permit issued
pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404
Permit for the project.
9. Deed Notification/Mitigation
A recorded copy of the deed notifications for the remaining wetlands on the property shall
be included with the Certification of Completion (see Condition #20 in GC 3890). Any
mitigation required by the USACE must also be complied with.
11. Determination of Impacts
At the completion of the project, the DWQ will require a determination of the area impacted
which is to encompass the location and acreage of the impacts (it can be shown on an aerial or
done as a survey). This to be included with the Certification of Completion and sent to the
Wilmington Regional Office (address on the letterhead page) and to Raleigh (address below).
12. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 40I/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you wish to contest any conditions in the enclosed certification (associated with the approved wetland
or waters impacts) you must file a petition for an administrative hearing. You may obtain the petition
form from the office of Administrative hearings. You must file the petition with the office of
Administrative Hearings within thirty (30) days of receipt of this notice. A petition is considered filed
when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings
[!�EAUCGO
EIVED
22012

M & N Enterprises
Attn: David Murdoch, Jr.
Julia Norris
DWQ Project # 2012 0302
May 17, 2012
Page 5 of 5
Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays.
The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office
of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: (919)-733-3478
A copy of the petition must also be served on DENR as follows:
Ms. Mary Penny Thompson, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ian McMillan in the Central Office in Raleigh at
919.807.6364 or Joanne Steenhuis in the DWQ Wilmington Regional Office at 910.796.7306.
Sincerely,
Ch les Wakild, P.E., Dire or
Divof Water Quality
Attachment
Enclosures: GC 3890
Certificate of Completion
cc: Christy Wicker - USACE Wilmington Regulatory Field Office
Kim Williams — Land Management Group
Ian McMillan - DWQ 401 Unit RECEIVED
Stephen Rynas - DCM Morehead City
WiRO AUG 0 2 2012
BY:

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2012-00204 County: Carteret
U.S.G.S. Quad: Mansfield
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Julia Norris
Agent: Environmental Services, Inc.
Address: 425 Crestwood Drive
auto: Malt Smith
Newport, NC 28570
P.O. Box 2181
Wilmineton. NC 28402
Telephone No.
[phone]
Property description:
Size (acres) 3.43
Nearest Town Morehead City
Nearest Waterway UT to hull Swamp
River Basin White Oak River
USGS HUC 03020301
Coordinates N 35.7435 W-76.8201
Location description The property is located at the northwest corner or US 70 and Old Murdoch Road
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
� here are Navigable Waters of the United States within the above described property subject to the pennit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or
our published regulations, this determination may be relied upon fora period not to exceed five years from the date of this
notification.
We strongly suggest you have the remainder of the waters of the U.S. including wetlands on your property delineated.
Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered
final, any delineation must be verified by the Corps.
The waters of the U.S. on your property have been delineated and the delineation has been verified by the Corps. We
strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the
Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWAjurisdictian on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceedfive years.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
RECEIVED
AUG 022012
BY:S 904GZCS HoD

X The property is located in one of the 20 Coastal Counties sub lect to retaliation under the Coastal Area
Manaaement Act (LAMA). You should contact the Division of Coastal Manaeement in
Morehead City, NC. at [phone] to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Amy permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Christy Wicker at 910-2514637.
C. Basis For Determination
D. Remarks
E. Attention USDA Program Participants
This delimation/deterrninmion has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate parlicipal ion
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to (his
determination, you may request an administrative appeal under Corps regulations at 33 CFR pan 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA forth to the following address:
Jason Steele
Administrative Appeals Review Officer
60 Forsyth Street, SW (Room 91A 10)
Atlanta, GA 30303-8801
404-562-5137
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR pan 331.5, and that it has been received by the District Office within 60 days ofthe date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by May 18, 2012.
••If is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.••
Corps Regulatory Official:
Date 3/19/2012 Expiration Date 3/1912017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://regulatorv.usacesurvey. coin/ to
complete the survey online.
Copy Fumish: Mr. Ray Murdoch, 505 Crestwood Drive, Newport, NC 28570
Stroud Engineering, Philip Collier, 151-A NC Highway 24, Morehead City, NC 28557
RECEIVED
AUG 022012
BY:

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I.
Narrative
Mike Toler Chrysler Dodge Jeep Ram
formerly Fred's Beds
July 24, 2012
Permittee:
M & N Enterprises, LLC
David Ray Murdoch, Manager -Member
Address:
123 Nine J Drive
Newport, NC 28570
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Highway 24
Morehead City, NC 28557
[phone]
License Number: C-0647
General Information
RECEIVED
AUG 0 1 2012
BY:f�&3' 4-6205
Mike Toler Chrysler Dodge Jeep Ram, formerly Fred's Beds, is located at 5039 US
Highway 70 Morehead City, Carteret County. The original tract was 2.99 acres and is
being expanded to a 6.8 acre tract. The site is permitted under SW8 040205 and this
request is for a modification to this permit to reconstruct the lot into an automobile
dealership. The wetlands have been delineated and approved by the U.S. Army Corps of
Engineers and a portion of the wetlands have received approval to be filled per Action ID
SAW-2012-00204.
The previously approved high density plan allowed for the construction of a
commercial building and associated parking and drives, including an impervious
allotment for future development on the parcel to the east. The plan being submitted is
proposing to remove all existing impervious on the site and fill in the existing pond to
allow for the new high density development. The new development will not commence
construction for two to three years and until then the site is to remain as permitted and
constructed. Once construction is to begin, impervious areas must be removed in their
entirety prior to the existing pond being filled in.
II. Stormwater Information

n
S'.la � J n'Jl• I
fis'I

The project is located within the White Oak River basin and currently drains northerly
to Hull Swamp, Class C, 21-15, a tributary of the Newport River. This project is being
submitted as a high density commercial project under the current Coastal Stormwater
Rules modifying the permit from 2004. Stormwater will be treated by a wet detention
pond to 90% TSS.
III. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional
erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on
plans or as deemed necessary by the engineer to insure that off -site sedimentation is
controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce
transport of sediment off site.
4. Sediment Basins- The detention pond to be constructed will serve as a sediment basin
during construction. This project requires a storage sediment rate at 3600 cf/acre of
disturbance and required surface area is based on the 10-year storm. Sediment volume
from the earth disturbing activities draining to the pond is estimated to be 17,100 cubic
feet based on 4.75 acres of disturbance. The forebay will have 12,009 cf and the main
basin 53,087 cf of sediment storage capability totaling 65,095 cf exceeding the required
volume. The surface area required of 3,992 sf is also exceeded providing a total surface
area of 16,659 sf. Upon completion and stabilization of project the pond shall be
cleaned to the original design depth.
IV. Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week.
Repairs required shall be completed immediately to the dimension and functions
indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet
deep at the fence. The fence shall be replaced or repaired as necessary to maintain a
barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 14 calendar days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as necessary

according to the Contract documents to establish and maintain a dense vegetative
cover.
V. Construction Sequence
1. Remove and/or relocate existing obstructions.
2. Install gravel construction entrance and silt fencing at specified locations.
3. Muck and fill existing pond to surrounding grade elevation once all existing
impervious has been removed from the site.
4. Complete clearing and grubbing operations.
5. Excavate, rough grade and temporarily seed stormwater detention basin at new
location.
6. Rough grade parking areas and begin preparation of building sites.
7. Seed and mulch all areas of disturbance not to be paved within 14 days of land
disturbance.
8. Install drop inlets and storm drainage piping with sedimentation control measures.
9. Install utilities.
10. Fine grade drive and parking area and place stone base course.
11. Construct buildings.
12. Pave drive and parking areas.
13. Perform final grading, see and mulch all remaining disturbed areas.
14. Remove accumulated sediment from stormwater detention basin and perform final
grading of basin.
15. Install wet detention basin vegetation as specified on pond landscaping plan.
VI. Design Assumptions
1. Design storm is ten years for both culvert design and sediment control.
2. The rational method was used for the design.

I.MG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
RECEIVED
AUG 0 1 2012
BY:
DATE: July 20, 2012
SUBJECT: Land and soils evaluation of the Toler — Norris Tract (-4 acres) to determine site characteristics for
general usability with stormwater treatment systems. Tract located at the NW intersection of U.S.
Hwy 70 and Old Murdock Road, Morehead City west area, Morehead Township, Carteret County,
North Carolina. PIN#'s 635608485795000; 635606485550000
TO: Mr. Ron Cullipher, PE Mr. Mike Toler
Stroud Engineering, PA Toler Chrysler Dodge Jeep Ram
151-A NC Hwy 24 W, Hestron Plaza II -A 5069 U.S. Hwy 70
Morehead City, NC 28557 Morehead City, NC 28557
[phone] [o] [phone]
The land and soils within portions of the Toler — Norris Tract (-4 acres) were evaluated on a qualitative basis to
determine the general potential for on -site stormwater treatment. NCDENR-DWQ "Stormwater Management" rules
and regulations (NCAC 15-2H-.1000) were used as guidelines in making this evaluation. New and revised
NCDENR-DWQ coastal stormwater rules became effective October 1, 2008 and are more rigorous than previous
rules. This is a general evaluation that consisted of transects across the tract, free -style soils mapping and shallow
borings within accessible areas, qualitative estimates of the land and soil properties, and review of existing maps or
information on these areas. The SW portions of the tract have historically existing impervious surfaces or
disturbances, thus evaluations were not completed within this area. No quantitative on -site or specific testing was
completed as part of this evaluation that can be required for NCDWQ stormwater permitting.
According to NCDENR-DWQ rules, coastal stormwater may be treated by infiltrative devices, detention treatment
basins, or an equivalent alternative method when the proposed project is greater than 1 acre in size, has >12%
residential impervious surfaces, >10,000 sqft non-residential impervious surfaces, and are within '% mile of Class
S.A. Waters or their unclassified tributaries. Coastal lands that are >%: mile from Class S.A. Waters or their
unclassified tributaries allow up to 24% residential impervious surface for low -density development, or 10,000 sqft
non-residential impervious surfaces, before requiring engineered stormwater treatment systems. This tract is >1/2
mile from S.A. Waters, and appears to drain towards the NW to an unnamed tributary of Hull Swamp which is
classified as Class-C Waters (see topo and DWQ map). It appears a high density project within these tracts would
require prescriptive engineered stormwater treatment methods and design if the lands exceed 24% impervious
surface. Infiltration methods or infiltrative "best management practices" (BMP) are utilized for stormwater treatment
on coastal high density projects to preserve space or due to inadequate drainage outlets. Detention stormwater
treatment ponds may also be used if they do not directly discharge to S.A. waters through "effective infiltration"
methods. Low density projects (<12% to <24% residential impervious surface or <10,000 sqft non-residential
impervious surface) should not require engineered stormwater treatment systems. Historically existing impervious
surfaces should be exempted from stormwater density calculations, and then new development should comply with
current NCDWQ stormwater requirements as much as practicable.
Principle soil and site standards for high density development with an engineered infiltration system are: --the
infiltration system's bottom must be >_2 ft from the seasonal high water table; --must be capable of complete draw -
down within a >3 to <5 days; —the soil's hydraulic conductivity must be >0.52 in/hr; --must have >12 inches
natural soil without a seasonal water table before fill material is utilized; ---historic fill materials (<1977) can be
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 9 P.O. Box 2522, Wilmington, NC 28402

used as natural soils if it meets the minimum site criteria stated above;---stormwater runoff must be controlled and
treated on -site for a 1.5 inch rainfall, or the difference in run-off from pre / post development conditions for the 1
year 24 hr annual storm event (-3.8 inches), whichever is greater. Detention stormwater ponds are to be designed
to hold the calculated run-off volume for a >3 to <5 day time period, and maintain the permanent pool elevation +/-
6 inches of the seasonal high static water table.
This tract is located on a typical coastal plain geomorphic setting, consisting very gently sloping to level, flatwoods
with 0 - 2% slopes. General elevations are —15 — 20 ft, based upon general USGS topographic maps. The tract
consists of deep, fine to medium, sand to loamy sand sediments, with spodic (hardpan) horizons at variable depths
pending location. Lower elevations or depressions have higher, thicker organic content within the surface soil
horizon.
The enclosed land & soils map shows the land/soil types found (see soils map). The following is a brief description
of the land and soil types found, and potentials for stormwater treatment usage:
The "Yellow" Areas (see map) are somewhat poorly drained, deep uniform fine to medium sand to loamy sand
textures and with incipient spodic (soft hardpan) horizons. The estimated seasonal high water static water table is
+18 - <24 inches from the present surface, pending location and based upon soil wetness indicators and general
elevations. Estimated permeability is 30 — 90 min/in or 0.6 — 2 in/hr to +50 inch depths from present surface, based
upon soil texture and structure. Soil types found are similar to Mandarin and Leon -dry phase soil series. These
soil areas should be usable for stormwater infiltration with basin bottoms +0.5 - 1 ft above the present surface
(pending location) to maintain a 2 ft separation from seasonal high water table. We recommend a long -tens
loading rate for stormwater infiltration that is Y: or less the average estimated soil hydraulic conductivity, or —0.6 —
1.0 in/hr for these moderate to moderately slow hydraulic conductivity rates and gradients. Detention ponds would
have to maintain the permanent pool elevation between 12 - 30 inches from the present ground surface.
The 'Brown/Black-dotted" Areas (see map) are somewhat poorly to poorly drained, deep uniform fine to medium
sand to loamy sand textures with spodic (hardpan) horizons. These sites have mixed surface fill of sand to loamy
sand textures to —1 — 2 ft depths. The estimated seasonal high water static water table is +12 - <18 inches from
the present surface, pending location and based upon soil wetness indicators and general elevations. Estimated.
permeability is 60 — 300 mir/in or 0.2 — 1.0 in/hr to +50 inch depths from present surface, based upon soil texture
and structure. Soil types found are similar to historic fill over Leon and Leon -dry phase soil series. These soil
areas are not recommended for stormwater infiltration usage due to slower permeability.. Detention ponds would
have to maintain the permanent pool elevation between 6 - 24 inches from the present ground surface, which would
require additional site fill improvements or engineered sidewall berms.
The 'Brown" Areas (see map) are somewhat poorly to poorly drained, deep uniform fine to medium sand to loamy
sand textures with spodic (hardpan) horizons. The estimated seasonal high water static water table is +12 - <18
inches from the present surface, pending location and based upon soil wetness indicators and general elevations.
Estimated permeability is 30 — 300 min/in or 0.2 — 2.0 in/hr to +50 inch depths from present surface, based upon
soil texture and structure. Soil types found are similar to Leon and Leon -dry phase soil series. These soil areas
are not recommended for stormwater infiltration usage due to variable or slower permeability in depth. Detention
ponds would have to maintain the permanent pool elevation between 6 - 24 inches from the present ground
surface, which would require additional site fill improvements or engineered sidewall berms.
The "Pink" Areas (see map) are poorly drained, with deep uniform fine to medium sand textures, thicker surface
horizons higher in organic content, and hardpan (spodic) soil horizons. The estimated seasonal high water static
water table is <12 inches from the present surface, based upon soil wetness indicators and general elevations.
Estimated permeability is 90 —+300 min/in or <0.2 — 0.6 in/hr to +50 inch depths from present surface, based upon
soil texture and structure. Soil types found are similar to Lynn -haven, Torhunta, and Leon soil series. These soil
areas are not recommended for stormwater infiltration due to slow permeability and shallow seasonal water table
indicators. Detention may be possible with major fill and sidewall berm site improvements, but this is not
recommended.
The "Gray" Areas (see map) are potential 404 wetlands that have been previously evaluated, located, and
approved by others.

Careful planning and design should be exercised to insure adequate and usable soil areas are reserved in the
conceptual design for any future development in order to allow for on -site stormwater treatment usage. The soil
areas evaluated have slight to moderate limitations for usage with on -site stormwater infiltration systems, pending
final design locations. We recommend using 1/2 or less of the average natural permeability rate for the infiltrative
stormwater system's design rate. Any historically existing impervious surfaces should be measured and given full
credit for any new development stormwater calculations. NCDENR-DWQ or local Universal stormwater rules are
the regulatory agency over stormwater systems and have final review, approval, and permitting authority. These
and other regulatory agencies must be contacted for their reviews, general concurrences, and required permits
before initiating any development activities. We recommend NCDWQ and appropriate agencies to review pre -
application plans for their general concurrence as to site locations for final design considerations. Detailed soil
logs can be provided upon request.
Larry F. Baldwin, CPSS/SC
ARCPACS #2183: NCLSS #1040

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VC DENR - NCDWQ Stormwater Pen-nittina Map Pa-e I of 2
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,,unnec,'G`S Feature Report
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;-AND & SOILS MAP WITHIN PORTION OF THE TOILER - NORRIS TRACT -4 Acres
FOR POTENTIAL STORMWATER TREATMENT USABILITY
[Morehead City West Area - Morehead Township - Carteret County - North Carolina
Potential soil areas for storm water treatment usage through retention
or infiltration with site improvements. Estimated seasonal high static
water table 4 1 S" - <24" from present ground surface. Estimated
porme a billy 30 - 90 min/in (0,6 - 2.0 n/hr) to —90' depths, M a ridann
and [.so n -dry phase soil types
Potential soil areas for stormwater treatm ant usage tire ugh retention
with major site improvements. Estimated seasonal high static water
table +12" - <1 8" from present ground surface. Estimated
permeability 60 - 300 min/in (0.2 - 1.0 in/hr) to —50' depths,
Historic fill +1 - 2 ft over Leon and Leon -dry phase soil types.
Potential soil areas for stormwater treatment usage through retention
with major site improvements. Estimated seasonal high static water
table 112'* - <1 8" from present ground surface. Estimated
is rimeabillity 30 - 300 min/in (0.2 - 2.0 inlifir) to —50" depths,
Leon and Leon -dry phase soil types. .....................
Soil areas not recommended for stormwater
treatment usage due to shallow seasonal
high static water table levels, slow permeability,
and/or poor landscape position. Estimated
seasonal high static water table 12' from
present ground surface. Estimated permeability
90 - +300 minlin (<.2 - 0+6 in/hr) to —50" depths.
Lynn -haven, Torhunta, and Leon soil types.
Potential 404 Welland areas that have been This Area Not Evaluated
previously defined and approved. Due To Historic Impervious
Surfaces and Disturbances
J. S. HIGHWAY 70
Land
Management
Group, Inc.
0
0
0
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Ir
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0
SCALE: 1 Inch 100 Feet
(all lines paced & approximate)
[Wetlands from Stroud Survey]
2 JULY 012

� A ifiD North Carolina Department of Environment and
/ •1 �,s Natural Resources sup'
NCDENR 4CC!"' - - I Request for Express Permit Review Tn `
FILL-IN all the information below and the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map (same items expected in the application
acp kage of the project location. Please include this form in the application package.
rnt, P'c E'G_ Si
• Asheville Region -Alison Davidson 828-29"698;aiison.davidson(ancdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(aricdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-23S-2107 or patrfckgrogan(&_ncdenr.gov 5 T
• Washington Region -Lyn Hardison 252.948-3842 or lvn.hardison(dnc lencgov
• Wilmington Region -Janet Russell910-796-7302 or ianet.russe8(mncdenr.gov
• Wilmington Region -Cameron Weaver 910-796.7303 or cameron.weaveni-ncdencgov sir;
NOTE: Project application received after 12 noon will be stamped in the following work day
Project Name: MIKE TOLER CHRYSLER DODGE JEEP RAM County: CARTERET �} �{ } S�
Applicant: DAVID RAY MURDOCH Company: M & N ENTERPRISES LLC
Address: 123 NINE J DRIVE 28570- City: NEWPORT , State: NC Zip:
Y P
Phone: [phone], Fax: _-_- Email: [e-mail]
Physical Location:5360 HWY 70 MOREHEAD CITY NC 28557 C�
Project Drains into C waters. Is project draining to class ORW waters? N, within % mile and draining to Gass SA waters N or within 1 mile and draining to
class HQW waters? N
Engineer/Consultant: GINGER Y. TURNER, PE Company: STROUD ENGINEERING P.A.
Address: 107-B COMMERCE STREET City:GREENViLLE, State: NC Zip: 27858-
Phone: [phone] Fax: [phone], Email: tg [e-mail]
S C 1ION ON F,EQUEa7'ING A SCOPiNG MEET NG ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _
SECTION TWO CHECiv ONLY 1 HE rROGRAM iS4 YO'J ARi_ REQUESTING FOR EXPRESS PERVITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance
❑ Major General Variance
® State Stormwater ❑ General, please specify: (i e 'v_, k Low Den., Clear & Grub, SFR, Bkhd & Bt Rp, Linear, Utility, Other, etc.)
❑ Low Density - Please specify: _ (.e. New, modified or plan revision -SW (Provide permit a)l
® High Density - Please specify: MODIFICATION DETENTION (i.e. New, modified offsite or plan revision (SW 5G42U {Provide permit al & type of
treatment (detention, infiltration, wetland, etc) etc]:
❑ Exclusion — Please specify: _ (if DOT project or redevelopment, etc]
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ Land Quality ® Erosion and Sedimentation Control Plan with 5 acres to be disturbed. (CK # (for DENR use))
SECT !ON THREE — PLEASE v v CK ALL THAT IS APPLICABLE TO "OUR PROJEC_' , o of roprr ?nCLCxo n ced grE "uf. }
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process wl US ACOE: ® Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
Fee Split for multiple pennies: (Check# 1 Total Fee Amount$
SUBMITTAL DATES
Fee
I
SUBMITTAL DATES
Fee
CAMA
$
1 Variance ( Maj; Min)
$
SW ( HD, LD, Gen)
$
1 401:
$
LDS
$
I Stream Deter,._
$
1
t : -ul , r• ,� � ,.
NCDENR EXPRESS July 2012

The project is located within the White Oak River basin and currently drains northerly
to Hull Swamp, Class C, 21-15, a tributary of the Newport River. This project is being
submitted as a high density commercial project under the current Coastal Stormwater
Rules modifying the permit from 2004. Stormwater will be treated by a wet detention
pond to 90% TSS.
III. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional
erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on
plans or as deemed necessary by the engineer to insure that off -site sedimentation is
controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce
transport of sediment off site.
4. Sediment Basins- The detention pond to be constructed will serve as a sediment basin
during construction. This project requires a storage sediment rate at 3600 cf/acre of
disturbance and required surface area is based on the 10-year storm. Sediment volume
from the earth disturbing activities draining to the pond is estimated to be 17,100 cubic
feet based on 4.75 acres of disturbance. The forebay will have 12,009 cf and the main
basin 53,087 cf of sediment storage capability totaling 65,095 cf exceeding the required
volume. The surface area required of 3,992 sf is also exceeded providing a total surface
area of 16,659 sf. Upon completion and stabilization of project the pond shall be
cleaned to the original design depth.
IV. Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week.
Repairs required shall be completed immediately to the dimension and functions
indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet
deep at the fence. The fence shall be replaced or repaired as necessary to maintain a
barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 14 calendar days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as necessary
REcE1VED
JUL 2 4 2012
B7':

i
Melanie Arthur 2P
CARTERS -COUNTY
JL Date 03/09/2004 Time 15:15:00
--- — ORr1043461 - Page-l-af-2
"— NORTN CARO[RV, CARTFRET COUNTY
The foregoing eanMatgs) of Notary Pehlk(t) Ia'AM
-------- - ceni8ed to tie lnahumsnlgnJIhlgcnhl♦ti
rote are Cuy regi ored at No date or, tlmo and In
the Book end Pegs stgrvn on the fret gA0 hrtaal,
—_ -----------�— M car, In It r . he1u
arnMn.
Partcl f{ 635606484534 (split)
Excise Tat So
File No. 7098/M&N EM R
_--_.-_—___— __ Pnva+ad aY: ary Aarla lnw lrrm ➢IlC
NORTH CAROLINA GENERAL WARRANTY DEED
__—_ThisDEEDmade.this.the4 day _ofMarch,.2004, by.and.between JULIA AL.NORRIS
--WITH JOINDER -OF SPOUSE-CHRISTOPHER-NORRIS,- hereinafter 'Grantor'and M-&-N
ENTERPRISES, LLC, 123 Nine 3 Drive, Newport, NC 28570, hereinafter "Grantee". The
designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feniitunc or neuter m required by context.
WITNESSETIC
the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
----------hereby-acknowledged.-has-and-by the a presents does grant,-bwgain,-sdl-and-convey-unto the
__ ___ _ Grantee m fee simple, all that certain lot or parcel of land situated in Morehead__Township, Carle et
County, North Carolina and more particularly described as follows
Being -all -of of t 3 as shown on that plat preparedby Stroud Engineering, P.WA dated
February26, 2004, entitled "Recombinatiorg Survey Murdoch Property Lots 1, 2, 3" and
- recorded in Map Book 30-Page q -S , Carteret County Registry.
reserved .anon -exclusive stormvincr.casement-in- favor -of-Lor2,.as-recorded.in-
Map Book 3 O , page .ti N5, Carteret County Registry. This easement is to allow the
----------- owners of a1 2 ti uuIiIize the stormwater pond on Lof3-in accordance with the
Slomrwater Rules and Regulations of North Carolina Department of Environmental and
Natural Resources.
-- -- ---- --TO-HAVE-AND TO-HOLD-the-aforesaid-lot-or-parcel-of-amid-and-all-pmilegu-and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear of I 1
all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all U
persons whomsoever except for the exceptions hereinafter stated.
eooK ft�=tl— —" —

Title to the property hereinabove is subject to the following exceptions:
I. Restrictive Covenants of record.
2. Public utility easements of record.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and year
-- fiFsl above written.
(SEAL)
JULIA M. NORRIS
--ru•_
(SEAL)
------- /� /n 1 CHRISTO HER-NORRIS
STATE OF / V/y L
COUNTY OF
1, >-l71�M49 ,a Notary Public of the aforesaid County an t?♦!�7 f
—_hueby_certify.tl L_JUII,1A.M._NORRIS_ANDWIFE, CHRISTQPHER N_OItRId
came before nlwthis day and acknowledged the due execution of the foregoing inst
WITNESS my hand and official stamp or seal, this the - I day IMarch, 2
170�
N TAR]`PUHLIC
__--my.Commission£xpires:__ .1-0
-------- F:WSOfficeklocumentstDEFDStrn&n DEEDFROM-NORRIS.doe

Ms
STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO NLfl E O R — DWO
12.7 CordinoO ikiye Ex4rnsiorn
wflm;nal,on . )jc 28yo5
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
dITUVIM OF 4 C`]]OG0044LQ�
GATE 11 J Q y
J06 -NO - -
ATTENTION
RE:
FreJa
Beds
HD Mom
woJ-ec-
oyd o
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
E' e t'-s ', c o
NOV E820074
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO My �itwr d oc k 7 }-i )t'
SIGNED: — &�O/ A
if enclosures are not as noted, kindly notify us at once.

-:+`i'r�Ov::i:"}�Y, flLi 1:: � .. .... .�'✓, f: �� .17t 1: '.rJ

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
November 4, 2004
Mr. Rick Shiver
Water Quality Regional Supervisor
NCDENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Permit No. SW8 040205
Fred's Beds
High Density Stormwater Project
Carteret County
Dear Mr. Shiver,
Please find the enclosed Designer's Certification for the subject project. The high density
stormwater project has been installed in substantial conformance with the permit and approved plans.
Please feel free to contact me should you have any questions.
Sincerely,
Ronald D. Cullipher, P.E.
,'•.
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f SEAL 9�
13343
LSO••• '��'G I NE�Pp �<4�:
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D
Cc: Ray Murdoch, M&N Enterprises, LLC '11,1111SW .•�
,,
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone]
j! 5 '. ,EIVED
NOV 0 8 2004
) Z,-,
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]