SW8041014_HISTORICAL FILE_20050314

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWk `"f
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
D3`�
YYYYMMDD

«` .4 �0F W A TFMichael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
3 r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 14, 2005
-- — Mr.- Lawson S. Triplett, Jr., Manager
Red Apple Group, LLC
712 Village Road, SW
Shallotte, NC 28470
Subject: Stormwater Permit No. SW8 041014
Red Apple Professional Park
High Density Project
Brunswick County
Dear Mr. Triplett:
On November 10, 2004, the Wilmington Regional Office of the Division of Water Quality issued
you a Stormwater Management Permit for the subject project. Xe permit contained an error in
the expiration date. It states that the expiration date is November 10, 2004, when the correct
expiration date is November 10, 2014. Please replace pqV2 of the permit with the enclosed
revised page 2 showing the correct expiration date of Nd ember 10, 2014. _.
. %:
'All other terms and conditions of the permit issued to you on November 10, 2004, remain in full
force and effect. If you have any questions, or need additional information concerning this
matter, please do not hesitate to call either Linda Lewis or me at [phone].
Sincerely,
Edward Beck
Acting Regional Supervisor
Surface Water Protection Section
RSS/arl: S:1WQSISTORMWATIREVISION1041014.mar05
CC' Tim Ciinkscales, P.E., McKim & Creed
Town of Shallotte Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate. mus One
NorthCarollina
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State Stormwater Management Systems
Permit No. SW8 041014
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
Lawson S. Triplett & Red Apple Group, LLC
Red Apple Professional Park
712 Village Road, Shallotte, Brunswick 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 park of this permit.
This permit shall be effective from the date of issuance until Nov ber 10, 2004, a
shall be subject to the following specified conditions and limitati � s:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 74,400 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 041014
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
Lawson S. Triplett & Red Apple Group, LLC
Red Apple Professional Park
712 Village Road, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H A 000 (hereafter referred to as the "stormwater rules"j 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 November 10, 2014, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.6 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 74,400 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

5
6
State Stormwater Management Systems
Permit No. SW8 041014
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, Acres:
Offsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3
I. Receiving Stream/River Basin
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
3.15
137,214
0
74,400
1"
6.0
90%
42.0
4,348
6,130
43.28
(weir set at elevation 45.51)
1"O pipe
1,253
Shallotte River/ Lumber
LBR59 15-25-2-(5)
"SC"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The 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.
G. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 041014
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw 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 a fountain in this pond is 116 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. 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.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 041014
13. 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.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, 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.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 10th day of November 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

44
.IvtcKINt&CREED
To: Water Quality Section
ATTENTION: Ms. Linda Lewis
WE ARE SENDING: ❑
Transmittal
DATE: November 8, 2004
PROJECT NO: 03145-0001
TASK NO:
RE: Red Apple Professional Park
TRANSMITTAL NO:
PAGE 1 OF �
Quantity
Drawing No.
Rev.
Description
Status
2
Updated flan and Detail
B
B
B
Issue Status Code: A. Preliminary B. For Review & Comments C. For information D. See Remarks
REMARKS:
N 0 V 0 8 2004
BY:
243 NORTH FRONT STREET, W ILMINGTON, NC 28401 [phone] FAX [phone]
cc: CCC McKIM & CREED ENGINEERS, PA
Signed
Tim Clinkscales,PE
S:1314510001�10-Ccmm51106044Storrmvalerconvnentsi Trans.doc

v�-M-CICM&CREED
November 8, 2004
Linda Lewis
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Red Apple Professional Park
Stormwater Project No SW8 041014
Brunswick County
Dear Ms. Lewis:
M&C 3145-0001
In response to your November 5, 2004, letter requesting additional information, we offer the
following:
1. Add timber pond baffles with top elevation labeled on the pond section
a. Two copies of revised plans are submitted
2. Raise the top elevation of the baffles to a minimum of 43.28 feet.
a. This was added on the grading sheet
b.
If you have any questions or require clarification, please do not hesitate to contact me.
Sincerely,
McKIM & CREED, PA
Tim Clinkscales,PE
Project Engineer
Enclosure
Updated Plans
cc: File
Lawson Triplett, Jr., Red Apple Group
243 NORTH FRONT STREET, WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

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of W A rF9
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: November 5, 2004
To: Tim Clinkscales, P.E.
Company: McKim and Creed
FAX #: [phone]
Alan W. Klimek, P.E. Director
Division of Water Quality
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 041014
Project Name: Red Apple Professional Park
MESSAGE:
{
Tim: ;
i'ndnit yGu fc;; t' � F _ l�- _`,!himitted information regard ing.the Express permit
aNpl �.c�i Ci. ,s_,,• i'^.•:PC:i Red Apple Prai es io�l� !"'ark.
generated`asfew nzz vi,items'tb be addressed. Fleascs, the foliowirt ; in��etrle�:
prior to November 12, 2004, to continue the review: _
1. Please add the timber pond baffles with top elevation labeled to the pond section
detail and submit 2 copies of that revised sheet.
2. Please raise the top elevation of the baffles to a minimum of 43.28 to prevent
short-circuiting of the 1" runoff.
RSSlarl: S:1WQSlSTORMWATIADDINFO120041041014.nov04
N
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal OpportunitylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper
Natimally
NorthCarolina

FILE MODE
---------------
694 MEMORY TX
P. 1
COMMUNICATION RESULT REPORT E NOV. 5.2004 10:3$AM )
TTI1 NCDENR WIRO
OPTION ADDRESS (GROUP.i , RESULTy--------PAGE--
- --- T---_-_-
REASON FOR ERROR
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E-3) NO ANSWER
���F W A �-71,G
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OK 1 P. 1/1
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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r'
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
oats: November 5, 2004 No, of Pages: 1
To: Tim Clinkscales, P.E. From: Linda Lewis
Company: McKim and Creed Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 041014
Project Name: Red Apple Professional Park
MESSAGE:
Tim:
Thank you for the recently submitted information regarding the Express permit
application for the subject project, Red Apple Professional Park. The resubmittal has
generated a flew new items to be addressed. Please provide the following information
prior to November 12, 2004, to continue the review,
1. PleafiQ arlrl flip 1t'imhcar n,A t,.+ fi... ,.•:LL L__ _I_... . . . . .

1 NOV. Ck WATT NO.894 P.1
:38AM NCDENR wIRo Michael F. Easley, Governor
0: �G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: November 5, 2004
To: Tim Clinkscales, P.E.
Company. McKim and Creed
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
D'WQ Stormwator Project Number: SW8 041014
Project Name: Red Apple Professional Park
MESSAGE:
Tim:
Thank you for the recently submitted information regarding the Express permit
application for the subject project, Red Apple Professional Park. The resubmittal has
generated a few new items to be addressed. Please provide the following information
prior to November 12, 2004, to continue the review,
Please add the timber pond baffles with top elevation labeled to the pond section
detail and submit 2 copies of that revised sheet.
2, Please raise the top elevation of the baffles to a minimum of 43.28 to prevent
short-circuiting of the 1" runoff,
RSSlarl: S:IWQSISTORMWATIADDINFO120441041014.nov04
Norlh Carolina DIvlslon of Water Quality 127 Cardinal ❑rtve Extension Phone [phone] Cust4nl8r Sarvlo91-677-62M74e
Wilmington Regional Office Wilmington, NC 284054845 FAX [phone] Internet h2o.ent.state.no.us
An Equal OpportuflitylAfflrnWive Action Employer— 50% Recycled/10% Post Consumer Paper
Done Carolina
turn!!,#

RE��JV v�M�&cREED
ED
aovA, 2004
November 1, 2004
Linda Lewis
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Red Apple Professional Park
Stormwater Project No SW8 041014
Brunswick County
Dear Ms. Lewis:
M&C 3145-0001
In response to your October 27, 2004, letter requesting additional information, we offer the
following:
1. The length to width of 3:1 has not been met.
a. In order to obtain the 3:1 ratio, baffling with sheet piles is to be used. The altered
length is 186 feet. This meets the 3:1 ratio.
2. Copies of sheet C1 with accurately located on the vicinity map.
a. This is placed in the package
3. Revised C5 and C6
a. Two sets of these plans are given
If you have any questions or require clarification, please do not hesitate to contact me.
Sincerely,
McKIM & CREED, PA
Tim Clinkscales,PE
Project Engineer
Enclosure
Updated Plans
cc: File
Lawson Triplett, Jr., Red Apple Group
5QCh��'`r .
[V
Pa, ' Oe
`Se k,G�'
243 NORTH FRONT STREET, WILMINGTON, NORTH CAROLINA 28401
TEt 910.343.1048 FAX [phone] www.mckimcreed.com
AA0002667

E �QF WATERQ Michael P. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
< Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: October 28, 2004 No. of Pages: 1
To: Tim Clinkscales, P.E. From: Linda Lewis
Company: McKim and Creed Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 041014
Project Name: Red Apple Professional Park
MESSAGE:
Tim:
Thank you for your letter of October 27, 2004, regarding the additional information for Red
Apple Professional Park. The resubmittal did not address all of the items of my October 20,
2004, fax. Please provide the following information to continue the review:
While I understand about site constraints, that is not considered sufficient
justification for not meeting the 3:1 length to width ratio in the pond. The TSS
removal efficiency is based on providing this ratio. If the pond cannot be physically
altered to obtain the required 3:1 L:W ratio, you will need to explore other
alternatives such as baffling within the pond to artificially create the longer flow path.
2. Please provide 2 copies of sheet C1 with the project accurately located on the
vicinity map.
3. Whenever a plan sheet is revised due to comments, please provide 2 sets. Only one
set of revised sheets C5 and C6 were sent in.
4. The average head over the orifice will be more than 0.6' because there is no weir at
the 1" storage elevation. Runoff is allowed to accumulate up to elevation 45.51,
creating a larger driving head over the orifice. If you provide an outlet for the excess
design storm at elevation 43.28, then I would agree that the average head is 0.6'.
The first weir above the permanent pool elevation is at 45.51, therefore the average
head is approximately 1.25'. Again, using this head and the 1" orifice 0 still provides
a draw down time that is within the 2-5 day time limit.
5. Express permitting was designed for simple projects that have no difficulty in
meeting all of the design requirements. Please keep this in mind when applying for
an express review for future projects where meeting the required 3:1 L:W ratio, or
any other design requirement, will be a problem.
RSSlarl: S:IWQSISTORMWATIADDINF0120041041014-2.oct04
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-677-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

{ P. 1
COMMUNICATION RESULT REPORT ( OCT.28.2004 10:39AM )
-�f TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
------------------------------------------------------------------
----------- -------------------
757 MEMORY TX—9-2538282`�"�""""`` c01C�J P. 1/1
i
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
o�Q� wA r
XLa C.
> r
D �yC
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
i
Date: October 28, 2004
To: Tim Cllnkscales, P.E.
Company: McKim and Creed
FAX #: [phone]
Alan W. Klimek, P,E, Director
Division of Water Quality
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 041014
Project Name: Red Apple Professional Park
MESSAGE:
Tim:
Thank you for your letter of October 27, 2004, regarding the additional information for Red
Apple Professional Park. The resubmittal did not address all of the items of my October 20,
2004, fax. Please provide the following Information to continue the review:
1. While I understand about site constraints, that is not considered sufficient
justification for not meeting the 3:1 length to width ratio in the pond. The TSS
removal efficiency is based on providing this ratio. If the pond cannot be physically
AltArArl to nhtain thy? rRniiirpri 3-1 L-W ratin_ you will need to exnlore other

v
v�-M-CKIN1&CREED
October 25, 2004 M&C 3145-0001
Linda Lewis
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Red Apple Professional Park
Stormwater Project No SW8 041014
Brunswick County
Dear Ms. Lewis:
In response to your October 20, 2004, letter requesting additional information, we offer the
following:
1. The length to width of 3:1 has not been met.
a. Based on property constraints with the wetlands and adjoining property owners,
we have designed the most efficient pond available
2. The calculations appear to indicate the volume to control the 1 " runoff plus the
permanent pool of 6950.
a. The volume that is controlled by the 1" orifice is 6129, this is 1" runoff. The
elevation of the orifice is 42.0' and the height of the 1" runoff is 43.28'. This leads
to a drawdown of 3.4 days.
3. The calculations used the I" volume of 6129 to .calculate the required 20% forebay
volume
a. We used the 6950 and the added a small increment of area to the forebay. The
volume is now greater than the 18% required.
4. Please provide the dimensions for each line and the radius of each arc that makes up
the permanent pool contour.
a. This has been done on the plans.
5. Please specify the wetland mix to be used on the shelf.
a. The species note has been added to the plans
6. Please specify the orifice size on the riser detail.
a. The 1" size has been added to the pond overflow structure detail
7. Weir Elevation discrepancy.
a. The weir set at elevation 45,51 is to be used for controlling the 10-year pre/post
event. The weir at elevation 46 is the emergency spillway. The outlet structure for
controlling the 1 " runoff is set at an elevation of 42. The temporary pool elevation
is 43.28 and the drawdown time is 3.4 days. This is shown in the revised
calculation sheets.
243 NORTH FRONT STREET, WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

8. The slope of the vegetated shelf must be 6:1 or flatter.
a. The pond is updated to show the 1.67' drop. The 2' number was a typo in the
detail
9. Place the correct title on the application for Mr. Triplett.
a. The title for Mr. Triplett has been changed to manager of LLC
10. Trace the drainage path to assure that is not within `/2 miles of SA waters.
a. The drainage of the site goes into an unnamed tributary of the Shallotte River.
The vicinity map that was given showed the property on the wrong side of Hwy
179. On the USGS map, I have placed the correct location and the path of the
drainage to the unnamed tributary.
If you have any questions or require clarification, please do not hesitate to contact me.
Sincerely,
McKIM & CREED, PA
Tim Clinkscales,PE
Project Engineer
Enclosure
Updated Calculations
Updated Plans
CC_ File
Lawson Triplett, Jr., Red Apple Group
v,MCKMM&CREED

,4-0* MCKIM&CREED
TO: Water Quality Section
ATTENTION: Ms. Linda Lewis
WE ARE SENDING: ❑
Transmittal
DATET October 27, 2004
PROJECT NO: 03145.0001
TASK NO:
RE: Red Apple Professional Park
TRANSMITTAL NO: —
���~rri-llil
PAGE 1 OF
OCT 2 7 2004
Quantity Drawing No. Rev. I Description Status
2 Updated Plan and Detail B
1 Calculations and Cover Letter B
1 Comments B
Issue Status Code: A. Preliminary B. For Review & Comments C. For Information D. See Remarks
REMARKS:
cc: CCC
243 NORTH FRONT STREET, WILMINGTON, NC 28401 [phone] FAX [phone]
McKIM & CREED ENGINEERS, PA
Signed �t'�I
CL-
Tim Clinkscales,PE
J
S:\3145\0001410-Comm\102704Storrnwatercornmerits4 Trans.doc

�QF W ALF, Michael F. Easley, Governor
It r C G William G. Ross, Jr., Secretary
` r North Carolina Department of Environment and Natural Resources
Q < Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: October 20, 2004 No. of Pages: 2
To: Tim Clinkscales, P.E. From: Linda Lewis J
Company: McKim and Creed Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 041014
Project Name: Red Apple Professional Park
Applicant: Lawson S. Triplett, Jr., Red Apple Group, LLC
MESSAGE:
Dear Tim:
The Division received the Express Stormwater Management Permit Application for the subject
project on October 20, 2004, with a scheduled review date of October 20, 2004. The
application is incomplete. Please provide the following items by close of business October 27,
2004, to continue the review:
The 3:1 length to width ratio has not been met. The width of this pond (excluding the
forebay, since it is so much narrower than the main pond) is indicated to be 51',
therefore, the length should be a minimum of 150', but it is only 100' or so. Please
adjust to provide a minimum of a 3:1 L:W ratio. Page 9 of the calculations has left
the ratio numbers blank.
2. The calculations appear to indicate that the volume to be controlled through the
orifice is the 1" runoff volume pLus the permanent pool volume of 6,950, which is not
correct. Only the 1" volume is required to be routed through the orifice. Please see
item #7.
3. The calculations have erroneously used the 1" volume of 6,129 to calculate the
required 20% forebay volume. Please use the permanent pool volume of 6,950 to
make this calculation. The proposed forebay volume of 1,214 is a shade under the
minimum range of 18%-22%.
4. Please provide the dimensions for each line and the radius of each arc that makes
up the permanent pool contour. You have stuck a 51.5' dimension out in the pond,
with no reference to a fixed object.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877.623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarollina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

" Mr. Clinkscales
October 20, 2004
Pape 2 of 2
5. Please specify the wetland mix to be used on the shelf.
6. Please specify the orifice size on the riser detail.
7. The calculations used to size the orifice indicate that a weir exists at
elevation 43.51. This is not true- the weir is set at elevation 45.51,
increasing the average head, which in turn increases the flowrate
through the orifice. However, based on my calculation, the drawdown
time is reduced from 3.1 days to 2.1 days, still within the allowable 2-5
day time frame. For future reference, please either provide a weir at
the temporary storage elevation, or use the average driving head
measured from the first weir down to the centerline of the orifice. Only
a volume equivalent to the 1" volume needs to be drawn down in 2-5
days, not the entire volume from the permanent pool all the way up to
the first weir at 45.51.
8. The slope of the vegetated shelf must be 6:1 or flatter. Currently, the
pond section detail shows a 10' wide shelf with a 2' drop. Please either
reduce the drop to 1.67' or widen the shelf to 12', to provide a 6:1 or
flatter slope.
9. The Secretary of State database indicates that Mr. Triplett is a
manager of the LLC, along with several others, not the President.
Please provide his correct title on the application. If he is indeed now
the President, please provide documentation 'of this.
10. Unless this drainage turns north and goes back under Highway 179
and US 17, it appears that it will first drain into an unnamed tributary of
Mill Pond, part of which is SA. Please locate this project on a USGS
topo map and trace the drainage path to assure that it is not within'/2
mile of SA waters.
RSSlarl: S:IWQSISTORMWATIADDINF0120041041014.oct04

COMMUNICATION RESULT REPORT ( OCT.20.2004
f
FILE MODE OPTION ADDRESS (GROUP)„
- - -----,------------
592 MEMORY TX 9-2516282
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
Ar§
�G
P. 1
4:02PM )
TTI NCDENR WIRO
RESULT PAGE
---------------------------
OK P. 2/2
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G, Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
p 11 { Alan W. Klimek, P.E. Director
Division of 1Nater Quallty
FAX OVER SHEET
Date: October 20, 2004
To; Tim Clinkscales, P.E.
Company: McKim and Creed
FAX #: [phone]
No, of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: 5W8 041014
Project Name: Red Apple Professional Park
Applldant: Lawson S. Triplett, Jr,; Red Apple Group, LLC
MESSAGE:
Dear Tim:
The Division received the Express Stormwater Management Permit Application for the subject
project on October 20, 2004, with a scheduled review date of October 20, 2004, The
application is incomplete. Please provide the following items by close of business October 27,
2004, to continue the review.

Entity Names
1�
Page l of i
North Carolina
Elaine F: Marshall DEPARTMENT Or-f.IIE
Secretary SECRETARY of STATE
Corporations
•Corporations Home
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#Corporate Forms/Fees
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PO Box 29622 Raleigh, NC.27626-0622 [phone]
Date: 10/20/2004
Click here to:
View Document Filings
amnPrint a pre -populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC Red Apple Group, LLC Legal
Limited Liability Company Information
SOSID:
0719908
Status:
Current -Active
Date Formed:
4/7/2004
Citizenship:
Foreign
State of Inc.:
VA
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Triplett, Lawson S., Jr.
13 Emerald Valley Drive
Shallotte NC 28459
P.O. Box 689
Shallotte NC 28459
No Address
No Address
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Click here for help downloading forms.
http://www.secretary.state.nc.us/Corporationslsoskb/Corp,asp?6454261 10/20/2004

State of North Carolina
Department of the Secretary of State
SOSID: (1719908
Date Filed: 4/7/2004 11:46:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200409700502
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is RED APPLE GROUP, LLC
and if the limited liability company name is unavailable
for use in the jState of North Carolina, the name the limited
liability company wishes to use
2. The state or country under whose laws the limited liability company was formed is: VIRGINIA
3. The date of formation was MARCH 16, 2004
4. Principal office information: (Select either a or h.)
its period of duration is: INDEFINITE
a. ❑ The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street_
City, State, Zip Code.
County
The mailing address, if different from the street address, of the principal office of the corporation is:
b.[]✓ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 13 EMERALD VALLEY DRIVE
City, State, Zip Code SHALLOTTE, NC 28470
County BRUNSWICK
6. The mailing address, if different from lire street address, of the registered office in the State of North Carolina is:
P.O. BOX 689, SHALLOTTE, NC 28459
7. The name of the registered agent in the State of North Carolina is: LAWSON S. TRIPLETT, JR.
CORPORATIONS DIVISION
(Revised January 2002)
P. 0. BOX 29622
RALEIGH, NC 27626-0622
(Form f-09)

t
APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8. The names, titles, and usual business addresses of the current managers of the limited liability company are:
(use attachment if necessary)
Name
LAWSON S. TRIPLETT, JR.
PEGGY ANN TRIPLETT
B. STEVEN DENNEY
MARY JANE DENNEY
Business Address
13 Emerald Valley Drive, Shallotte, NC 28470
13 Emerald Valley Drive, Shallotte, NC 2B470
425 Lake Serene Drive, Winchester, VA 22603
425 Lake Serene Drive, Winchester, VA 22603
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted.
10. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 30thday of March 12004
RED APPLE GROUP, LLC
me of Limited Lia ility Company
Signature of Mahager
LAWSON S. TRIPLETT, JR.
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised January 2002)
P. 0. BOX 29622
Type or Print Name
RAL,EIGH, NC 27626-0622
(Form L-09)

:J -
Off r
*faf r Caryurnfivu Commission
I Certify the Foflowing from the Wecords of the Commission:
A certificate of organization was issued by the Commission to Red Apple Group, LLC, a limited
liability company formed under the laws of VIRGINIA, effective as of March 16, 2004.
A certificate of cancellation of certificate of organization has not been filed in this office by Red
Apple Group, LLC, a Virginia limited liability company.
Nothing more is hereby certified.
�OPATIOIy C
U,��.
W N
O
fso3
CIS0502
Signed andSeared at (h'ichmond on this Date:
March 30, 2004
x (peck Cferkof the Commission

v�MCKIM&CREED
DELIVERED
To: NCDENR/DWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
ATTENTION: Cameron Weaver
LETTER OF TRANSMITTAL
DATE: October 19, 2004
PROJECT NO: 031450001
TASK NO: 40
RE: Red Apple Professional Park
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ® Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ® Calculations ❑ Other -
Quantity
Drawing No.
Rev.
Description OCT 2 ,,.Status
2
By.
Stormwater Permit Application (original & copy) C1
GI
1
Wet Detention Basin Supplement
G
1
$4,000 Express Permit Application Fee
1
Design Narrative & Stormwater Narrative
C
2
C 1
Existing Conditions Plan
G
2
C2
Intentionally omitted
G
2
C3
Site & Utility Plan
G
2
C4
Site & Utility Details
G
2
C5
Grading & Erosion Control Plan
G
2
C6
Drainage & Erosion Control Details
G
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: Cameron - per your acceptance we are submitting this for Express Permit Review.
Please let us know when we need to meet for review. Thanks.
243 NORTH FRONT STREET, WILMINGTON. NC 28401 [phone] FAX i9101251-8282
cc: John Sawyer trans only/John Sawyer Arch. McKiM & CREED, PA
Tim Barnes trans only/Bradley Barnes
Lawson Triplett w/permit applications
only/Red Apple Group, LLC `
File w/enclosures 1
Signed
Bobbie Caison for Margaret Gray
S:\3145\0001\40-Permit\101904 DWQ Express Permit Trans.doc

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