SW8010801_HISTORICAL FILE_20130318

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW S{DIO�U I
DOC TYPE I ❑ CURRENT PERMIT
❑ ' APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
WYYMMDD

lr
A 410
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
March 18, 2013
CERTIFIED MAIL #7010 0290 0003 0834 4391 CERTIFIED MAIL #7010 0290 0003 0834 4407
RETURN RECEIPT REQUESTED RETURN RECEIPT REQUESTED
Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc.
c/o
Thomas Lovett
716 Darwin Drive
Wilmington, NC 28405-2656
Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc.
201 N. Front St. M108
Wilmington, NC 28401
Subject: Notice of Permit Expiration
State Stormwater Management Permit No. SW8 010801
Southland Studios
Brunswick County
Dear Mr. Crawford:
John E. Skvarla, III
Secretary
The Wilmington Regional Office of the Division of Water Quality issued State Stormwater Permit Number SW8
010801 to Southland Studios, Inc on July 25, 2002. The permittee, Southland Studios, Inc., dissolved per the NC
Secretary of State on July 21, 2011, The Division attempted to contact you via mail on September 15, 2011; July 12,
2012; and July 30, 2012. No response was received. The permit expired on July 25, 2012. We understand that you
never purchased the property, no development activities were conducted on the property, and no construction or
installation of stormwater measures took place. The Division has been in contact with the current land owner,
Tunston Land and Timber, LLC, via the Attorney General's Office and we understand that the land owner is not
interested in pursuing a permit transfer. Therefore, State Stormwater Permit SW8 010801 has expired, and is
inactive.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson, at
[phone].
Sincerely,
m Charles Wakild, P.E., Director
Division of Water Quality
GDSlkpj: S:1WQMStormwaterlPermits & Projects120011010801 HDI2013 03 permit 010801
cc: Jeff Earp, Manager, Tunston Land and Timber, LLC,
PO Box 100, Winnabow, NC 28479
Inspector, Brunswick County Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mai! Service Center, Rale'lgh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: 91 U07-63001 FAX: 91 H07-64921 DENR Assistance: 1-877-62M748 North Carolina
Intemet:www,navateraualitv.org '- �7►7���r��/�

I ■ Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the caul to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
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If YES, enter delivery address below: ❑ No
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(rransrer from service label] 7 010 0290 0003 0834 4407
PS Form 3811, February 20C4 Domestic Return Receipt 102595-02-M-1540

UNITED STATES POSTAL SERVICE First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box
NC DEN - DIVISION OF WATER QUALITY
SURFACE WATER PROTECTION SECTION
127.CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405

NC DENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
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CERTIFIED &A'A..
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7010 0290 0003 0834 4407
Mr. Todd
Southlan,
201 N. Fi
Eawford, Executive Vice President
2udios. Inc.
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ALIW-WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
March 18, 2013
CERTIFIED MAIL #7010 0290 0003 0834 4391 CERTIFIED MAIL #7010 0290 0003 0834 4407
RETURN RECEIPT REQUESTED RETURN RECEIPT REQUESTED
Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc.
c/o
Thomas Lovett
716 Darwin Drive
Wilmington, NC 28405-2656
Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc.
201 N. Front St. M108
Wilmington, NC 28401
Subject: Notice of Permit Expiration
State Stormwater Management Permit No. SW8 010801
Southland Studios
Brunswick County
Dear Mr. Crawford:
John E. Skvarla, III
Secretary
The Wilmington Regional Office of the Division of Water Quality issued State Stormwater Permit Number SW8
010801 to Southland Studios, Inc on July 25, 2002. The permittee, Southland Studios, Inc., dissolved per the NC
Secretary of State on July 21, 2011. The Division attempted to contact you via mail on September 15, 2011; July 12,
2012; and July 30, 2012. No response was received. The permit expired on July 25, 2012. We understand that you
never purchased the property, no development activities were conducted on the property, and no construction or
installation of stormwater measures took place. The Division has been in contact with the current land owner,
Tunston Land and Timber, LLC, via the Attorney General's Office and we understand that the land owner is not
interested in pursuing a permit transfer. Therefore, State Stormwater Permit SW8 010801 has expired, and is
inactive.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson, at
[phone].
Sincer ly,
. Charles W kild, P.E., Director
Division of Water Quality
GDSlkpj: S:1WQS1StormwatelAPermits & Projects120011010801 HD12013 03 permit 010801
cc: Jeff Earp, Manager, Tunston Land and Timber, LLC,
PO Box 100, Winnabow, NC 28479
Inspector, Brunswick County Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91H07.63001 FAX: [phone] DENR Assistance:1-877-623-6748
Internet www.nmaternualitv.ong
NorthCarolina
Naturally
An Equal oplwWnity 4 Affirmative Action Employer

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
4411
A. Signature
X ❑ Agent
❑ Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from item 17 ❑ Yes
If YES, enter delivery address below: ❑ No
Sennce Type
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4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number f (701©^©290 0003 0834 4391
frarrsfer from service label) �
Ps Form 3811,. February 2004 �. Domestic Return Receipt 102585-02-M-1540

UNITED STATES POSTAL SERVICE First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DEN R- DIVISION OF WATER QUALITY
SURFACE WATER PROTECTION SECTION
127 CARDINAL DRIVE E)CrENSION
WILMINGTON, NC 28405

NC DENR - Division of WaterQuality
ua Cardinal Drive Extension
Wilmington, NC 28409
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MAR 2 2013
Mr. Todd Crawford, Executive Vice President
BY: Southland Studios, Inc.
c/o Thomas Lovett
716 Darwin
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at la forngosite et prevenir ainsi les mauvaises odeurs.
Gconsad bySNvarea - Sous licenca Sirvarco I

Pat McCrory
Governor
`i
March 18, 2013
HC®EMR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P. E.
Director
CERTIFIED MAIL #7010 0290 0003 0834 4391 CERTIFIED MAIL #7010 0290 0003 0834 4407
RETURN RECEIPT REQUESTED RETURN RECEIPT REQUESTED
Mr. Todd Crawford, Executive Vice President Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc. Southland Studios, Inc.
c/o 201 N. Front St. M108
Thomas Lovett Wilmington, NC 28401
716 Darwin Drive
Wilmington, NC 28405-2656
Subject: Notice of Permit Expiration
State Stormwater Management Permit No. SW8 010801
Southland Studios
Brunswick County
Dear Mr. Crawford:
John E, Skvarla, III
Secretary
The Wilmington Regional Office of the Division of Water Quality issued State Stormwater Permit Number SW8
010801 to Southland Studios, Inc on July 25, 2002. The permittee, Southland Studios, Inc., dissolved per the NC
Secretary of State on July 21, 2011. The Division attempted to contact you via mail on September 15, 2011; July 12,
2012; and July 30, 2012. No response was received. The permit expired on July 25, 2012. We understand that you
never purchased the property, no development activities were conducted on the property, and no construction or
installation of stormwater measures took place. The Division has been in contact with the current land owner,
Tunston Land and Timber, LLC, via the Attorney General's Office and we understand that the land owner is not
interested in pursuing a permit transfer. Therefore, State Stormwater Permit SW8 010801 has expired, and is
inactive.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson, at
(910) A6-7215,
Sincerely,
7.; Charles W kild, P.E., Director
Division of Water Quality
GDSlkpj: S:IWQSIStormwaterlPermits & Projects120011010801 ND12013 03 permit 010801
cc: Jeff Earp, Manager, Tunston Land and Timber, LLC,
PO Box 100, Winnabow, NC 28479
,IP Inspector, Brunswick County Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Rhone: 91M07-6300 4 FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarolina
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MCDENK
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
March 18, 2013
CERTIFIED MAIL #7010 0290 0003 0834 4391 CERTIFIED MAIL #7010 0290 0003 0834 4407
RETURN RECEIPT REQUESTED RETURN RECEIPT REQUESTED
Mr. Todd Crawford, Executive Vice President Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc. Southland Studios, Inc,
c/o 201 N. Front St. M108
Thomas Lovett Wilmington, NC 28401
716 Darwin Drive
Wilmington, NC 28405-2656
Subject: Notice of Permit Expiration
State Stormwater Management Permit No. SW8 010801
Southland Studios
Brunswick County
Dear Mr. Crawford:
John E. Skvaria, III
Secretary
The Wilmington Regional Office of the Division of Water Quality issued State Stormwater Permit Number SW8
010801 to Southland Studios, Inc on July 25, 2002. The permittee, Southland Studios, Inc., dissolved per the NC
Secretary of State on July 21, 2011. The Division attempted to contact you via mail on September 15, 2011; July 12,
2012; and July 30, 2012. No response was received. The permit expired on July 25, 2012. We understand that you
never purchased the property, no development activities were conducted on the property, and no construction or
installation of stormwater measures took place. The Division has been in contact with the current land owner,
Tunston Land and Timber, LLC, via the Attorney General's Office and we understand that the land owner is not
interested in pursuing a permit transfer. Therefore, State Stormwater Permit SW8 010801 has expired, and is
inactive,
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson, at
[phone].
Sincerely,
Charles Wkild, P.E., Director
Division of Water Quality
GDSlkpj: S:IWQSIStormwater\Permits & Projects120011010801 HD12013 03 permit 010801
cc: Jeff Earp, Manager, Tunston Land and Timber, LLC,
PO Box 100, Winnabow, NC 28479
Inspector, Brunswick County Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] DENR Assistance: "77-623.6748 NorthCarolina
Internet vavw.nCnrateraualitv.org Aaturdllll

Johnson, Kelly
From: Scott, Georgette
Sent: Tuesday, February 19, 2013 2:59 PM
To: Oliver, Jane; Johnson, Kelly
Cc: Matthews, Matt; Gregson, Jim; Bennett, Bradley; Cooper, Kathy
Subject: RE: SWP 010801 - Southland Studios
Since this was not built, the land was never owned by the permittee and the current owner does not want the permit
there is no reason to give an extension to the permit. I would recommend that we remove the extension. That would
mean it would become expired and inactive.
Georgette Scott
Store watcr Pro ;rain SL111crVlsor
State Slol-111%vater Pro�q, -mil
NC DIvIsIon oI `'Valcr Quality
127 Cardinal Drive Ext.
W11111111o.,rton, NC 28105
1'11011c [phone]
Fax [phone]
Entail correspondence to and from this address may be subicei to the N oilh Carolina Public Records I-iw and nuty be disclosed to third patsies.
From: Oliver, Jane [mailto:J0UVER@ncdoIcLovl
Sent: Tuesday, February 19, 2013 2:52 PM
To: Scott, Georgette; Johnson, Kelly
Cc: Matthews, Matt; Gregson, Jim; Bennett, Bradley; Cooper, Kathy
Subject: SWP 010801 - Southland Studios
This one is a bit of a puzzle and, if there is a way you can inactivate this permit, that would be my recommendation.
Just to summarize:
This is a high density permit which by its terms would have expired on 7/25/12 (but arguably was extended under Permit
Extension Act of 09).
My understanding, based on a conversation with the current owner of the property, Jeff Earp of Funston Land and
Timber, is that the original permittee never purchased the property, no development activities were conducted on the
property, and no construction or installation of stormwater measures took place.
The current owner does not plan to develop this parcel for at least 15 years. He was very clear about this. He does not
want the SW permit to be transferred to him. This is not a situation in which operation and maintenance is an issue.
The current owner understands that, if he does develop this parcel at a later time, he will have to apply for a
stormwater permit and he will have to comply with whatever rules are in existence at that time.
Can we treat this one as expired or de -activated?
Jane L Oliver
Assistant Attorney General
NC Dept of Justice

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
July 30, 2012
CERTIFIED MAIL #7007 0220 0000 8224 9919
RETURN RECEIPT REQUESTED
Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc.
c/o
Thomas Lovett
716 Darwin Drive
Wilmington, NC 28405-2656
Subject: Request for Permit Transfer
Southland Studios
Stormwater Permit No. SW8 010801
Brunswick County
Dear Mr. Crawford:
Natural Resources
Dee Freeman
Secretary
According to the North Carolina Secretary of State, Southland Studios, Inc. was dissolved on July 21, 2011. The
Division mailed the enclosed letter on July 12, 2012, which was returned as undeliverable. I have since talked with
the landowner, Jeff Earp of Funston Land and Timber, and he explained that there is a radio tower and a
communications building on the property which has been leased for approximately the next two years. Since the
permit is written to Southland Studios, Inc which is no longer a legal entity the permit must be transferred to another
permittee.
If you do not respond to this letter by October 1 2012, then the Division will consider that you have abandoned the
permit and will either revoke and reissue the permit to the new property owner, or modify the permit by transferring it
to the property owner for cause. If the new landowner, Funston Land and Timber, LLC wants to obtain the permit
and the associated permit rights via a permit transfer, they must contact the Division in writing to express their intent
by October 1, 2012.
If you have any questions about this process, please contact me at [phone] or kelly.p.johnsonG7a ncdenr.gov.
Sincer
Ily h on
Environmental Engineer
GDS1kpj: S:IWQSIStormwaterlPermits&Projects120011010801 HD12012 07 letter 010801
enc: July 12, 2012 Letter
cc, Jeff Earp, Manager, Funston Land and Timber, LLC, PO Box 100, Winnabow NC 28479
WRO
Wilmington Regional Office
127 Cardinal Drive Extension, Mmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: www.ncwaterquality,org
An Equal opportunity 4 Affirmative AcVon Employer
NorthCarolina
Naturally
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item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
I or on the front if space permits.
1. Article Addressed to:
del L/ aYaj
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A. Signature
X ❑ Agent
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B. Received by (Printed Name) C. Data of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
Service Type
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❑ Rlegistered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number --' - - — -3
(Transfer from service label) �_ 7007 0 2 2 0- 0 0 0 0 8224 9 919 i
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-154C

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DEN R- DIVISION OF WATER QUALITY
SURFACE WATER PROTECTION SECTION
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405
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Beverly Eaves Perdue
Governor
July 12, 2012
AZ)'5AF
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P. E.
Director
CERTIFIED MAIL #7010 0290 0003 0834 4353
RETURN RECEIPT REQUESTED
Mr. Todd Crawford, Executive Vice President
Southland Studios, Inc.
201 N. Front St. M108
Wilmington, NC 28401
Subject: 60 day Notification
Revocation or Modification of a State Stormwater Permit for Cause
Southland Studios
Stormwater Permit No. SW8 010801
Brunswick County
Dear Mr. Crawford:
Dee Freeman
Secretary
On September 15, 2011 the Division of Water Quality (DWQ) inspected Southland Studios in Brunswick County to
determine the status of compliance with Stormwater Management Permit Number SW8 010801 issued'on July 25,
2002. You were mailed notification of the inspection via certified mail on the same date. This letter also outlined
your options to rescind or transfer the permit to the new landowner. A review of the file shows that we have not
received a response to the letter, and therefore we have to assume that you intend to abandon the permit.
The North Carolina Secretary of State shows that Southland Studios, Inc was dissolved on July 21, 2011. County
records show that this project would be located on Parcel 05800007 which is currently owned by Funston Land &
Timber, LLC. The September 15, 2011 inspection revealed that the project has not yet been completed. The
Wilmington Regional Office is hereby providing the required 60 day notification that you are in violation of the permit
for failing to notify the Division prior to the sale or lease of any portion of the property and for failing to submit a formal
permit request to document a change of ownership or a name change of the permittee. Therefore, per NCAC
02H.1011, the Director has the ability to revoke and reissue or modify the permit to the property owner for cause.
Please be aware that under General Condition Section II (12) of the permit, the permittee is required to notify the
Division prior to the sale or lease of any portion of the property. Section lil (1) requires that you submit a formal
permit request to document a change of ownership or a name change of the Permittee. To date, the Division has no
record of receiving these notifications from you regarding the dissolution of Southland Studios, Inc.
Section it (12): Prior to the sale or lease of any portion of the property, the Permittee shall notify DWQ and
provide the name, mailing address and phone number of the purchaser or leasee. An access/maintenance
easement to the stormwater facilities shall be granted in favor of the permittee if access to the stormwater
facilities will be restricted by the sale or lease of any portion of the property.
Section III (1): This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, 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. Responsibility for compliance with all permit conditions remains
with the Permittee until such time as the Division approves the formal permit request.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: 910,350-20D41 DENR Assistance: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmat ve Action Employer
NorthCarohna
Aaw,ra!!y

Please also note that General Condition Section III (6) of the permit states that the permit may be modified, revoked
and reissued or terminated for cause.
Section III (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.
If you do not respond to this letter by September_ 12, 2012, then the Division will consider that you have abandoned
the permit and will either revoke and reissue the permit to the new property owner, or modify the permit by
transferring it to the property owner for cause. If the new landowner, Funston Land and Timber, LLC wants to obtain
the permit and the associated permit rights via a permit transfer, they must contact the Division to express their intent
by September 12, 2012.
If you have any questions about this process, please contact me at [phone] or [e-mail].
6eSi;ceIy,
llyt
son
Environmental Engineer
GDS\kpj: S:\WQS\Stormwater\Permits&Projects\2001\010801 HDI2012 07 letter 010801
cc: Alan Kerry, Manager, Funston Land and Timber, LLC, 7406 Funston Road SE, Winnabow, NC 28479
WiRO
U.S. Postal Service,,.,
CERTIFIED MAIL,,, RECEIPT
(Domestic Mail Only; No Insurance Coverage Provided)
For defiv" information visit our Website at %vww.usps.cOm2)
m
0 Pie $ S%Ll
5
Certified gD, fied Fee
Ell
C7 Return Receipt Fee - Here
O (Endorsement Required)
M
Restricted DeMry Fee
(Endorsement Required)
Q' !//n
rLl Total Postage &Foos $ �UI
M- lam ��U lam✓ �r
ApL 0.;
--------------- --
r� or Pa Bax No. G(//
Page 2 of 2 I / �7/"7 ;25?x-) ,stJC �

NC DENR - Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 2.8405
7010
0290 0003
J
MR. TODD CRAWFORD, � CUIIVE VICE PRESIDENT
SaLIT DI05, lNC
201 N. FRONT ET, 108
WILMINGTON, NC 28401
0834 4353
PN
v'�1/ PII Nf:Y BO'N[5
oz 1F2 $ 06.750
0006558826 JUL13 2012
MAILED FROM ZIPOODE 28405
i N-IXIE Ri=283 T'aRiJDE''1: iDER00 07/Z5.112
TO ATTEMPTED - NOT KNOWN
UNABLE TO Ft-.RWARD
a
2 9 4 0 5 Cd540 6 itl�ttltt[.t�tt{�t�ti��t��i{{lItlttli tttti t�tt tl 3ttl�et� 'l _

i
UNITED STATES POSTAL SERVICE First -Class Mail i
Postag
USPSe &Fees Paid ,
Permit No. G-10 f 1
i1
• Sender: Please print your name, address, and ZIP+4 in this box • ;�
It
G
�.�7

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
SOUTHLAND STUDIOS, INC. (0398479)
201 N Front Street
Ste M-108
Wilmington, NC 28401
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF DISSOLUTION
1, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
SOUTH.LAND STUDIOS, INC.
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 55-14-21
for failure to file an annual report effective as of the date set forth hereunder.
A corporation administratively dissolved under N.C.G.S. Section 55-14-21 may apply to the Secretary
of State for reinstatement by complying with the procedure set forth in the N.C.G.S. Section 55-14-22.
This the 21st day of July, 2011
Elaine F. Marshall
Secretary of State
Document Id: C201119409089

286
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Johnson, Kell
From: Johnson, Kelly
Sent: Wednesday, February 13, 2013 V47 PM
To: Scott, Georgette
Subject: FW: Southland Studios SW8 010801 Dissolved LLC
Attachments: Inspection_2011 09 15_Could Not Find —Do Not Think Built.pdf; Inspection_2012 01 30_Could
Not Find —Land Owner Told Me Tower There.pdf; Inspection_2012 07 12_File Review.pdf;
Letter 60DayNotice_2012 07 12 Returned.pdf; Letter —Email —Sent to AG_2012 11 01.pdf;
Letter NOI_2011 09 15_Returned.pdf; Letter —Request Transfer_2012 07 30_Returned,pdf;
Permit_2002 07 25.pdf; Permit_ Expires _2016 07 25.pdf; Property_Land Owner_2012 07
11.pdf; Property_Land Owner Address_2012 07 17.pdf; Sec of State _Funston Land
Timber —Annual Report_2012 04 03.pdf; Sec of State —Southland Studios_ Alternate Address_
2011.pdf; Sec of State —Southland Stud ios_Dissolution_2011 07 21.pdf
Importance: High
Georgette,
Here are the files that the AG requested for SW8 010801, Southland Studios.
KJ
From: Scott, Georgette
Sent: Thursday, November 01, 2012 1:16 PM
To: Bennett, Bradley; Matthews, Matt
Cc: Oliver, Jane; Cooper, Kathy; Gregson, Jim; Johnson, Kelly
Subject: Southland Studios SW8 010801 Dissolved LLC
This is one of the projects Kelly Johnson is handling. She has sent several letters requesting that the permittee
respond and transfer the permit. Letters were sent certified mail to several addresses, however these two
letters have been returned.
For more details on this project please discuss with Kelly.
I am forwarding our file copies from our S drive of the letters along with a PDF of the latest inspection. If you
need signed versions let Kelly know.
Georgette ScoLl.
Slornnvalcr Program Superv1501
Slate Storlllwatel• Progrmll
NC Division of Walcr Quality
127 CardiIlal Drive 1",xi,
Wilminglon, NC 28405
I'lionc [phone]
Fax [phone]
I mail correspondence to and from this address may be suhicct to Ilic ,Noith Carolina Public Records law and stay be disclosed to third patlies.

Johnson, Kelly
From: Scott, Georgette
Sent: Thursday, November 01, 2012 1:16 PM
To: Bennett, Bradley; Matthews, Matt
Cc: Oliver, Jane; Cooper, Kathy; Gregson, Jim; Johnson, Kelly
Subject: Southland Studios SW8 010801 Dissolved LLC
Attachments: 2012 07 letter 010801_1.docx; 2012 07 letter 010801_2.docx; 2012 07 CEI_BIMS_2
010801.pdf
This is one of the projects Kelly Johnson is handling. She has sent several letters requesting that the permittee
respond and transfer the permit. Letters were sent certified mail to several addresses, however these two
letters have been returned.
For more details on this project please discuss with Kelly.
I am forwarding our file copies from our S drive of the letters along with a PDF of the latest inspection. If you
need signed versions let Kelly know.
Gcort cltc Scott.
Slorlilwaler Progyani Supel-visor
Stele Storltlwater Progrmil
NC Division ol' Wawr Quality
127 Cardinal Drive Ext.
` llminb4on, NC 28,10
Phone [phone]
F;LC [phone]
t-�rtciil correspondence to and lions this address may be suhjccl to the Noilh Carolina Ynblic accords Liwand ruay he disclosed to third 1M11ics.

s�ankr
wj o
LIMITED LIABILITY COMPANY
� rs -�
- V' ANNUAL REPORT
NAM I, 01, [LIMI'['ED LIAI31L1'1'Y COMI'ANY: 17nnston Land & Timber, LLC
REPORTFOR THE YEAR: 2012
SECRETARY OF STATE L.L.C. ID NUMBER: 0648424
NATURE OF BUSINESS: Lcntcl artd 7'inrber Investtttent
REGISTERED AGENT: C'T Corporation System
fZI G[S'1'ERED OFFICE MAILING ADI)IZESS: 1501 gyetteville S1., 13or 1011
Raleigh, NC 27601
F-Filed Annual Report
-1-0-5570284
Do not data enter manually.
STATE OF INCORPORATION: NC
RIiGIS'I'ERED OhhICE S'IRE;1;'I' ADDRESS: 1501-ayetteville St., Box 1011
Raleigh, NC 27601 Wake County
PRINCIPAL, OFFICETELEPLIONE NUMBER: [phone]
PRINCIPAL 01-FICE MAILING ADDRESS: 7406 h'unston Road SE
Winnabow, NC 28479
PRINCIPAL OFFICE STREET ADDRESS: 7406 Funston Road A
Winncrbow, NC 28479
MANAG}?RS/M [:MBERS/ORGANI1_EIZS:
Nance: Lord Bahimore Capital Corporation Ncrnte: Allen jerrerson eatp Ecnp
"Title: Manager 'Title: Manager
Address: Address:
6225 Sinith ,4venue 7406 Ftrnston Road SE
Baltimore MD 21209 Winnabow, NC 28479
CERTIFICATION OF ANNUAL, REPORT MUSTBF. COMPLETED 13Y ALL L1MITFD LIABILITY COMPANIES
Lord Baltimore Capital Corporation
FORM MUS'l' 13E SIGNED 13Y A MANAGER/MEMBI:R
Alan Kerry
04/03/2012
DATE
Manager
TYPE OR PRINTNAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

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9/ 12/2011

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
SOUTHLAND STUDIOS, INC. (0398479)
201 N Front Street
Ste M-108
Wilmington, NC 28401
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF DISSOLUTION
1, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
SOUTHLAND STUDIOS, INC.
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 55-14-21
for failure to file an annual report effective as of the date set forth hereunder.
A corporation administratively dissolved under N.C.G.S. Section 55-14-21 may apply to the Secretary
of State for reinstatement by complying with the procedure set forth in the N.C.G.S. Section 55-14-22.
This the 21st day of July, 2011
f,6A&-7*.41z.
Elaine F. Marshall
Secretary of State
Document Id: C201119409089

SOUTHLAND STUDIOS INC Wilmington NC [phone] Page 1 of 2
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Home s North Carolina * Wilmington a Motion Pictures » Motion picture and video production x
SOUTHLAND STUDIOS INC
0
Address:
716 DARWIN DR
Wilmington, North Carolina 28405
USA
Phone: [phone]
Website: No information provided.
Classification:
Motion Picture and Video Production
Contact:
Contact 2:
Contact 3:
Est Total Employees:
Est Years in Business:
Est. Total Sales:
Is this your business?
THOMAS LOVETT, OWNER
WALTER LOVETT
TODD CRAWFORD
3
12
$240,000
Send an email message to SOUTHLAND
STUDIOS INC.
SOUTHLAND STUDIOS INC is a Motion Picture and Video Production
company located In Wilmington, North Carolina.
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State Stormwater Management Systems
Permit No. SW8 010801 Modification
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
Southland Studios, [tic.
Southland Studios
Brunswick County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 July 25, 2012, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stonnwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 758,077 square feet of impervious area.
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.
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.
2

State Stormwater Management Systems
Permit No. SW8 010801 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Southland Studios
Permit Number:
SW8 010801 Modification
Location:
Brunswick County
Applicant:
Mr. Todd Crawford, Vice President
Mailing Address:
Southland Studios, Inc.
201 N. Front Street, M 108
Wilmington, NC 28401
Application Date:
July 5, 2002
Receiving Stream/River Basin/Index #:
Cape Fear 1 Town Creek / 18-81
Classification of Water Body:
"C Sw"
Pond I Pond 2
Pond Depth, feet:
4 4
Permanent Pool Elevation, FMSL:
29.8 30.0
Drainage Area, acres:
3.71 29.55
Total Impervious Surfaces, W:
48,158 709,919
Offsite Area entering Pond, ftz:
none per Engineer
Required Surface Area, fI2:
4,362 55,343
Provided Surface Area, ft':
7,307 66,565
Required Storage Volume, ft3:
4,285 58,607
Provided Storage Volume, ft3:
4,603 68,259
Temporary Storage Elevation, FMSL:
30.4 31.0
Controlling Orifice:
4" pipe 1" pipe
3

State Stormwater Management Systems
Permit No. SW8 010801 Modification
11. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's 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 b months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
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.
Decorative spray fountains will not be allowed in the stormwater treatment system.
b. 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. 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, or sale 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.
4

State Stormwater Management Systems
Permit No. SW8 010801 Modification
10. 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.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name, mailing address and phone number of the purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the 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. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
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. Responsibility for compliance with all permit conditions remains with
the Permittee until such time as the Division approves the formal permit 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) which have 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.

State Stormwater Management Systems
Permit No. SW8 010801 Modification
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 25th day of July, 2002.
NO? CAROLINA ENVI/RO-N�MENTAL MANAGEMENT COMMISSION
441 Alan W. Klimek, P.E., Director
"�Division of Water Quality
By Authority of the Environmental Management Commission
,n

State Stormwater Management Systems
Permit No. SW8 010801 Modification
Southland Studios
Stormwater Permit No. SW8 010801 Modification
Brunswick County
Designer's Certification
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
7

State Stormwater Management Systems
Permit No. SW8 010801 Modification
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 outleUbypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
b. Trash rack is provided on the outletlbypass 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
Brunswick County Building Inspections

lkl�iHT ANGLE
ENGINEERING. P.C.
201 N. Front Street Suite 809 • Wilmington, NC 28401 rel. [phone] • Fax [phone]
RECEIVED
J U L 2 42002
July 24, 2002
Ms. Noelle Lutheran
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Stormwater Management Permit Application
Southland Studios
Ms. Lutheran,
Enclosed are two copies of the overall Site Plan with dimension for the Southland Studios project. Please
let me know if there are any questions regarding the project.
Sin ely,
ane Lip 0
JPE

DESIGN NARRATIVE FOR HIGH DENSITY TREATMENT
OF STORMWATER AT SOUTHLAND STUDIOS
SR 1553
BRUNSWICK CO., N.C.
MARCH, 2001
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN
Southland Studios
SR 1553.
March, 2001
/ \ !
\' LI
a
SEAL —
4
023917
O ry +
u e
m
r rf J.7� //�1
APPENDIX
IMPERVIOUS AREA TOTALS
STORM PIPING CALCULATIONS
PROPOSED SWALE CALCULATIONS
DETENTION POND #1 SIZING CALCULATIONS
DETENTION POND #2 SIZING CALCULATIONS
FIGURES
SHEET Cl — COVER SHEET AND VICINITY MAP
SHEET C2 — STORM DRAINAGE PLAN
SHEET D1 — DETAILS
SHEET D2 — DETENTION POND DETAILS

1. Proiect Description: The Southland Studios Facility is a proposed project to be
constructed in the near future in Brunswick County. In the first phase, the land
disturbing activity associated with the project will consist of clearing and grubbing of
trees, excavation for drainage swales, initial rough {preliminary} grading of the site, and
sediment and erosion control measures such as a silt fence, gravel construction
entrance, and a sediment basin. Phase II will consist of final grading, constructing
drainage swales, building a detention pond, storm piping, water lines, irrigation lines,
and sewer lines, and the construction of buildings, driveways, and parking lots. The
total area which will be disturbed for this project is 33.3 acres.
2. Site Description: The project site is in Brunswick Co., NC, located directly to
the south of Kay Todd Rd. (SR 1553). The site is located to the southeast of where
Hwy. 17 crosses over Sunny Point RR, 2 miles south of Magnolia Greens. The property
on which the development will take place is owned by Southland Studios.
On site soils consist mainly of Woodington, Foreston, and Goldsboro soils. These soils
are mainly loamy, fine sands.
Southland Studios is currently under contract to purchase a total of 141.28 acres of land
which is shown in Sheet C1. Of the total site, 18.14 acres are wetlands.
The finished studio site will consist of five sound stage buildings, two mill shops, a
rigging shed, a lighting/grip building, a front gate building, a pump house, and a
commissary. In addition there will be roadways, parking, and sidewalks. The areas for
each of these are shown in the attached appendix - Impervious Areas.
Stormwater on the north side of the existing creek shown on the plans will be collected
by catch basins which empty into storm piping and drain into an onsite detention pond.
The pipe network is shown on Sheet C2. Stormwater on the south side of the existing
creek will be collected by drainage swales which empty into a detention pond. Both
detention ponds drain into the Morgan Branch of Town Creek, which empties into the
Cape Fear River.
General slope of the site is from north to south towards the back of the lot.
Land use in the vicinity is commercial.
3. Adiacent Property: The areas adjacent to the project site are wooded and
sparsely populated.
4. Drainage Considerations: Drainage calculations to determine the size of storm
piping is attached in the appendix — Storm Piping Calculations. The project site is
graded so that all -stormwater will drain into 29 strategically placed catch basins.
Building roofs will divert stormwater into roof drains which will empty directly into catch
basins. From the catch basins storm water will empty into a network of storm pipes
which drain into an onsite stormwater detention pond. The storm pipes empty into the
pond below the permanent pool elevation. The small overflow parking area to the south
of the existing creek is drained by swales which empty into a small detention pond.
Southland Studios
SR 1553.
March, 2001

Calculations showing the sizing of the stormwater detention ponds are shown in the
attached appendixes -- Detention Pond #1 Sizing Calculations and Detention Pond #2
Sizing Calculations. Both ponds are designed to receive a Total Suspended Solids
(TSS) removal of 90%. For Detention Pond #1, the Surface Area to Drainage Area ratio
(SA/DA) is 2.70% based on a 4' depth. For Detention Pond #2, the Surface Area to
Drainage Area ratio is 4.30% based on a 5 foot depth of the permanent pool. With 90%
TSS there is no need for a vegetative filter for either pond. The required temporary
storage volume was determined using the Schueler Method and basing calculations on
a 1" rainfall event. Then the permanent pool volume is determined based on the
permanent pool surface area and the depth of the pool. Then 20% of that volume is to
be used for the forebay volume.
Next the drainage orifices were sized to keep the drainage time of the 1 inch storm
event between 2 and 5 days. For Detention Pond #1 an outlet structure with a pipe was
designed to handle overflow. An emergency spillway was designed to handle additional
stormwater overflow. For the Detention Pond #2, an overflow weir was designed above
the temporary pool elevation. It was sized using the excess runoff created from pre and
post development for the 25 year storm. An emergency drainage weir was sized to
handle the same flow as the overflow weir.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Temporary Gravel Construction Entrance/Exit
A temporary gravel construction entrance should already be onsite to prevent
sediment from leaving the site. The entrance should be checked to see if it is
functioning properly. An additional entrance is needed directly to the south of the
existing creek. If needed, each one should be adjusted to the dimensions and
specifications as shown in Construction Details.
2. Land Grading
The existing slope of the site is from north to south towards the back of the lot.
Most of the disturbed areas on the site will drain into either catch basins or
drainage swales which will empty into an onsite detention pond.
3. Silt Fence
Silt fence should already be onsite from the previous clearing and grading
activities. However, additional silt fence may be needed in certain areas as shown
on plans. Existing silt fence should be checked to see if it is functioning properly.
If needed, silt fence should be cleaned and replaced if damaged. See Construction
Detail for dimensions and specifications.
4. Inlet Protection
Inlet protection consisting of a small portion of silt fence surrounding proposed
catch basins will be utilized to prevent sediment from entering the drainage
system. See Construction Detail for dimensions and specifications.
5. Temporary Channel lining
Drainage channels will need to be lined with temporary erosion control mats as
shown on plans, to control erosion during construction.
Southland Studios
SR 1553.
March, 2001

6. Detention Pond
A detention pond will be built to control sediment from leaving the site. It will be
constructed at the south end of the lot. See Construction Detail for dimensions
and specifications.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install/Maintain temporary construction entrance/exits.
4. Before clearing and grading of the site, check existing silt fencing and clean and
replace as necessary.
5. Build onsite detention ponds.
6. Begin clearing and grading of the site.
7. Construct onsite drainage swales with erosion control protection.
8. Construct onsite catch basins with inlet protection.
9. Install storm piping.
10. All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
11. After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 %2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
Southland Studios
SR 1553.
March, 2001

8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
7. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate 1 Schedule
Temporary Seeding
Grass Type
Amount
Time of
Initial
Fertilization 1
Fertilization 1
Fertilization 1
1 1000
Seeding
1000 sf
1000 sf
1000 sf
SF
Maintenance
Maintenance
Maintenance
Rye Grain
1-2 Ibs
Nov. —
25 Ibs
NIA
NIA
NIA
Jan.
10-10-10
Brown Top
1-2 Ibs
June —
25 lbs
NIA
NIA
NIA
Mullet
Aug.
10-10-10
Permanent Seeding
Grass Type
Amount
Time of
Initial
Fertilization 1
Fertilization 1
Fertilization 1
11000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
maintenance
maintenance
Burmuda,
1-2 Ibs
Apr. —
25 Ibs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
12lbs
Weeks
12lbs
10-10-10
1-2 Ibs N.
10-10-10
Fescue, Tall
5-7 Ibs
Sept. —
25 Ibs
Feb -March
May & Dec.
Sept. -Oct.
(Kentucky
Oct.
10-10-10
12 Ibs
'/2 to 1 lb. n.
12 Ibs
31)
Feb. —
10-10-10
10-10-10
Oct.
Sericea
1-2 Ibs
March —
25 Ibs
Feb -March
'/2 to 1 Ib. N.
NIA
Lespedeza
Apr.
10-10-10
(Slopes
END OF PLAN
Southland Studios
SR 1553.
March. 2001

APPENDIX
IMPERVIOUS AREA TOTALS
STORM PIPING CALCULATIONS
PROPOSED SWALE CALCULATIONS
DETENTION POND #1 SIZING CALCULATIONS
DETENTION POND #2 SIZING CALCULATIONS

Right Angle Engineering
IMPERVIOUS AREA TOTALS
3/20/02
Drainage Area - Detention Pond #1
Total Site Area 161570 sf
3.71 acres
Impervious Area Individual
Sewer Pump Station
2304
sf
C value - Sewer Pump Station
0.9
Percent of parcel
1.43%
Streets
5430
sf
C value - Streets
0.9
Percent of parcel
3.36%
Parking area
40424
sf
C value - Parking area
0.9
Percent of parcel
25.0%
Other areas
113412
sf
C value - Other areas
0.20
Percent of parcel
70.2%
Weighted C value
0.41
Equivalent % impervious
29.8%

Right Angle Engineering IMPERVIOUS AREA TOTALS 3/20/02
Drainage Area - Detention Pond #2
Total Site Area
1287056
sf
29.55
acres
Impervious Area Individual
Buildings
253357
sf
Streets
120389
sf
Parking
326615
sf
Sidewalks
9558
sf
Other
0
sf
Total Impervious Area
709919
sf
16.30
acres
Impervious Area Percentage
55.16%
Pervious Area Percentage
44.84%
Weighted C-Value
0.59
Avg. Area drained per inlet
44381
Impervious Area per Inlet
24480
Pervious Area Inlet
19901

Right Angle Engineering PROPOSED SWALE CALCULATIONS 3/20/02
The following shows sizing calculations for bare earth channels without lining.
Yreepoara ue in Tor an unanneis =
'I
TT
Swale
C
I in/hr
A ft2 A acres
Q Calculated cfs
Q Total cfs
1
0.41
8
53,857 1.24
4.04
4.04
Channel Lining:
Earth, Staight, and Uniform
n=
0.022
50 ft.
1
S=
0.50%
3
Q Mannings (cfs)=
4.04
-2.0 ft.-►{
Length=
306
ft
Inv. Upstream =
33.21
Velocity=
2.32
ft/s
Inv Downstream =
31.68
Depth with Freeboard=
1.50
ft
rreeboara ue to for all cnannels =
9
Tt
Swale
C
I in/hr
A ft2 A acres
Q Calculated cfs
Q Total cfs
2
0.41
6.4
53857 1.24
3.23
3.23
Channel Lining:
Earth, Staight, and Uniform
n=
0.022
44 ft.
1
S=
0.50%
3
Q Mannings (cfs)=
3.23
�---2A ft.-►
Length=
266
ft
Inv. Upstream =
33.01
Velocity=
2.18
ft/s
Inv Downstream =
31.68
Depth with Freeboard=
1.44
ft
rreeboara ue to for an cnannels =
1
ft
Swale
C
i inlhr
A ft2 A acres
Q Calculated cfs
Q Total cfs
3
0,41
10.0
53857 1.24
5.05
12.33
Channel Lining:
Earth, Staight, and Uniform
n=
0.022
86 fL
1
S=
0.50%
3
Q Mannings (cfs)=
12.33
-----2,0 ft.�
Length=
75
ft
Inv. Upstream =
31.68
Velocity=
3.13
ft/s
Inv Downstream =
31.30
Depth with Freeboard=
1.86
ft
Pipe Underneath Gravel Road
Q flowrate
Diameter in Manning's n
Slope {%)
(cfs)
Calc. Actual value
0.50% 4.04
14.3
15 0.013

Right Angle Engineering PROPOSED SWALE CALCULATIONS 3/20102
Since the velocities of the unlined channel 3 exceeds 2.5 feet per second, a temporary lining is reccommended.
Calculations for this channel with the temporary lining are shown below. Grass seeding is recommended for all
channels.
rreeooara ue in Tor an t nanneis =
i
TT
Swale
C I inlhr
A ft2 A acres
Q Calculated cfs
Q Total cfs
3
0.41 10
53857 1.24
5.05
12.33
Channel Lining:
Excelsior Mat
n=
0.034
1.05 ft.
1
S=
0.50%
3
Q Mannings (cfs)=
12.33
i4l---- 2.0 ft--►I
Length=
75
ft
Inv. Upstream =
31.68
Velocity=
2.27
ftls
Inv Downstream =
31.30
Depth with Freeboard=
2.05
ft

Right Angle Engineering PROPOSED SWALE CALCULATIONS 3/20/02
After the temporary channel lining for channel 3 has biodegraded, it will be solely grass lined. Also channel 1 and 2 will
begrass-lined. All 3grass-lined channels are shown below.
rreeooara ue Tn for au t,nanneis =
I
T1
Swale
C I inthr
A ft2 A acres
Q Calculated cfs
Q Total cfs
1
0,41 8
53,857 1.24
4,04
4.04
Channel Lining:
Grass Lined
n=
0.030
1. 58 ft.
1
S=
0.50%
3
Q Mannings (cfs)=
4.04
�{— 2.0 ft—►I
Length=
306
ft
Inv. Upstream =
33.21
Velocity=
1.85
ft/s
Inv Downstream =
31,68
Depth with Freeboard=
1.58
ft
rreeooara ue Tn Tor an tinanneis =
1
TT
Swale
C ! inlhr
A 112 A acres
Q Calculated cfs
Q Total cfs
2
0.41 6.4
53857 1.24
3.23
3.23
Channel Lining:
Grass Lined
n=
0,030
52 ft.
1
S=
0.50%
3
Q Mannings (cfs)=
3.23
i4l --- 2.0 ft---�
Length=
266
ft
Inv. Upstream =
33.01
Velocity=
1.74
ft/s
Inv Downstream =
31.68
Depth with Freeboard=
1.52
ft
rreeooara ue Tn Tor an cnanneis =
7
TT
Swale
C I in/hr
A ft2 A acres
Q Calculated cfs
Q Total cfs
3
0.41 10.0
53857 1.24
5.05
12.33
Channel Lining:
Grass Lined
n=
0.030
99 ft.
1
5=
0.50%
3
Q Mannings (cfs)=
12.33
Length=
75
ft
Inv. Upstream =
31.68
Velocity=
2.49
fUs
Inv Downstream =
31,30
Depth with Freeboard=
1.99
ft
Pipe Underneath Gravel Road
Slope (%)
Q flowrate
(cfs)
Diameter in
Manning's n
value
Calc.
Actual
0.50%
4.04
14.3
15
0.013

Right Angle Engineering, P.C. DETENTION POND #1 SIZING CALCULATIONS
Drainage Area =
3.71
acres
Impervious Area =
1,11
acres
Percent Impervious =
29.8%
Pond depth =
4
ft
TSS removal =
90%
SA/DA =
. 2.70%
(No vegetative filter required)
Minimum Required Surface Area at Permanent
Pool:
=
0.027
'
Minimum Required Volume (Schueler Method, see calculations):
Rv = 0.05 + 0.009
(29.81)
_
Volume = (1'712") '
0.32
'
Surface Area Provided at PP =
7307
>
Need at Least
4285
W
Elevation of Temporary Pool =
29.8
+
Surface Area at
30.4
Storage Volume Provided =
4603
W
Forebay Volume
Surface Area at bottom of pool =
1806
sf
Permanent Pool Volume =
18226
cf
Forebay Volume Required =
(.2'
18226
Forebay Volume Provided =
3908
cf
Orifice Sizing
02 =
4285
1
Q5 =
4285
/
Choose a 2" Circular Orifice, Average Head =
0.025 cfs <
Choose a 1" Circular Orifice, Average Head =
0,025 cfs >
Therefore, use a 1" Orifice
3.71
'
0.32
3.71
" 43560 =
4362
@
of storage/
7307
Therefore, use
0.6
ft =
8038
sf
= 3645 cf
43560
4285 ft'
Elev. 29.8 ft
0.59 ft
0.60 ft
30.4 ft
3/20/02
Page 1
4362 sf
172800
= 0.025
cfs (Flowrate required for a 2 day drawdown)
432000
= 0,010
cfs (Flowrate
required for a 5 day drawdown)
a2 =
0.01013
as =
0,004053
(.60-(1/2)'(2in/12)/2 =
0.258
ft
dia (in) = 2
a = pi(rA2)
0.0218
sf
Q = Ca(2gh)A.5 =
0.0534
cfs
0.0534 cfs
>
0.010
cfs
(.60-(1/2)'(4in/12)/2 =
0.279
ft
dia (in) = 1
a = pi(rA2)
0.00545
sf
Q = Ca(2gh)A.5 =
0.01388
cfs
0.0139 cfs
>
0.010
cfs

%, Right Angle Engineering, P.C. DETENTION POND #1 SIZING CALCULATIONS
3120/02
Page 2
Pre -Development 25 Year Storm
Q = CIA =
impervious 0.00%
pervious = 100.00%
C =
0.2
I =
7.25
t (in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
9,36
A =
3.7
Q = CIA =
5.38 cfs
Post -Development 25 Year Storm
Q = CIA =
impervious 29.81%
pervious = 70.19%
C =
0.41
1 =
7.25
1(in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
9.36
A =
3.7
Q = CIA =
10.99 cfs
Difference between Pre and Post Development
Q = 5.61 cfs
Size Outlet Pipe
D = 16(Qnt(s^.5))^(318)
s =
1.36%
n =
0.013
D (theoretical) =
13.4 in
D (actual) =
15.0 in
Size Emergency Spillway
Channel Lining: Grass Lined
n= 0.010
.39 it. 1 S= 0.50%
3 Q Mannings (cfs)= 5.61
-2.0 fi--►I
Length= 10 ft
Velocity= 4.48 f /s
Depth with Freeboard= 0.39 ft

FIGURES
SHEET Cl - COVER SHEET AND VICINITY MAP
SHEET C2 - STORM DRAINAGE PLAN
SHEET D1 - DETAILS
SHEET D2 - DETENTION POND DETAILS

%.v,
REVISED CALCULATIONS
•:
STORM DRAINAGE PIPING
DETENTION POND #2
by
RIGHT ANGLE ENGINEERING, PC
July 2002
SEAL i =
= 023917 ?
NE
•, N

Downstream
Upstream
Length
(R)
Slope
(96)
Stuclure
Drop (R)
Drainage Area
Inlet
Time
Pipe
Material
Invert
Q Rowrate
(cfs)
To (min)
I, Intensity
(inlhr)
DiameteDiameter
r (in)
(in)
Composite
C value
I,
Intensity
(in/hr)
Manning's n
value
(unidess)
Unpaved (so
Paved (sf)
Downstream
Upstream
Calc.
Actual
OUTLET-3
CB-1
134
0.70%
0
1 19,238
23,664
5.0
HDPE
2800
28.94
23.11
7.77
6.67
23.4
24
0.59
6.67
0.010
CB-1
CB-2
285
0.5W,
4
119,238
23,664
5.0
HDPE
28.94
30.36
19.63
7.06
6.80
23.6
24
0.59
6.80
0.010
CB-2
CB-3
206
0.35%
0
19,238
23,664
5.0
HDPE
30,36
31.08
15.97
6,45
6.91
23,2
24
0.59
6.91
0.010
CB-3
CB-4
125
0,50%
0
19,238
23.664
5.0
HDPE
31.63
32.46
4.16
5.00
7.20
13.1
15
0.59
7.20
0.010
CB-3
CS-5
246
025%
0
19.238
23,664
5.0
HDPE
31.08
31.70
8.18
5.58
7.08
19.2
24
0.59
7.08
0.010
CB-5
CB-6
121
0.20%
0
19,238
23.664
6.0
HDPE
32.20
32.44
4.16
5.00
7.20
15.6
18
0.59
7.20
0.010
OUTLET-2
C13-7
77
0.50%
0
19,238
23.664
5.0
HDPE
25.04
25.43
87.68
10.07
6.29
41.1
42
0.59
6.29
0.010
CB-7
CB-30
247
0.40%
0
19.238
23,664
5.0
HDPE
25.43
26.41
84.51
9.60
6.36
42.3
42
0.59
6.36
0.010
CB-30
CB-B
91
0.40%
0
19.238
23,664
5.0
HOPE
26.91
27.28
51.68
9.41
6.39
35.2
36
0.59
6.39
0.010
CB-8
CB-9
129
0.40%
0
19,238
23,664
5.0
HDPE
27.28
27.79
48.33
9.13
6.44
34.3
36
0.59
6,44
0.010
CB-9
CB-10
175
0.40%
0
19.238
23,664
5,0
HDPE
27,79
28,49
45,04
8,76
6,50
33.4
38
0,59
6.50
0.010
CB-10
CB-11
198
0.35%
0
19,238
23,664
5.0
HDPE
28.49
29.19
41.77
8.31
6.58
33.3
36
0.59
6.58
0.010
CB-11
CB-12
157
0.40%
0
19,238
23,664
5.0
HDPE
30.94
31.56
4.16
5.00
7.20
13.7
15
0,59
7.20
0.010
CB-11
CB-13
105
0.20%
0
19,238
23.664
5.0
HDPE
29.19
29.40
34.46
7.99
6.63
34.4
36
0.59
6.63
0.010
CB-13
CB-14
152
0.35%
0
19,238
23.664
5.0
HDPE
29.90
30.43
30.95
7.60
6.70
29.8
30
0,59
6.70
0.010
CB-14
CB-15
147
0.60%
0
19,238
23,664
5.0
HDPE
31.43
32,31
8.18
5.56
7.09
16.3
18
0.59
7.09
0.010
CB-15
CB-16
160
0.60%
0
19,238
23,664
5.0
HDPE
32.56
33.64
4.16
5.00
7.20
12.7
1s
0.59
7.20
0.010
CB-14
CB-17
275
0.20%
0
19,238
23,664
5.0
HDPE
30.43
30.98
19.83
6.67
6,87
28.0
30
0.59
6.87
0.010
CB-17
CB-18
167
0,20%
0
19.238
23,664
5.0
HDPE
31.98
32.31
4.16
5.00
7.20
15.6
18
0.59
7.20
0.010
CB-17
CB-19
179
0.60,%
0
19.238
23,664
5.0
HDPE
31.48
32.55
12.03
6.26
6.95
18.9
24
0,59
6.95
0.010
CB-19
CB-20
149
0.60%
0
19.238
23.664
50
HOPF
33.05
33,95
8.12
5,85
7.03
16.3
48
0.59
7.03
0.010
CB-20
CB-21
178
0.20%
0
19,238
23,664
5.0
HDPE
33.95
34.30
4.16
5.00
7.20
15.6
18
0.59
7.20
0.010
CB-30
CB-22
95
0.20%
0
19,238
23.664
5.0
HDPE
26.91
27.10
30.69
7.92
6.65
32.9
36
0.59
6.65
0.010
CB-22
CB-23
166
0.20%
0
19.238
23.664
5.0
HDPE
27.10
27.44
27.21
7.42
6.73
31.5
36
0.59
6.73
0.010
CB-23
CB-24
192
0.20%
0
19.238
23.664
5.0
HDPE
27,94
28.32
23.74
6.77
6,85
29.9
30
0.59
6.85
0.010
CB-24
CB-25
165
0,20%
0
19,238
23,664
5.0
HDPE
28.32
28.65
20.09
6.21
6.96
28.1
30
0.59
6.96
0.010
CB-25
CB-26
226
0.50%
0
19,238
23,664
5.0
HDPE
29.90
31.03
4.16
5.00
7.20
13.1
15
0.59
7.20
0.010
CB-25
CB-27
148
0.50%
0
19,238
23,664
5.0
HDPE
29A5
29.89
12.18
5.84
7.03
19.6
24
0.59
7.03
0.010
CB-27
C8-28
121
0.50?10
0
19,238
23,664
5.0
HDPE
30.39
30.99
8.20
5.48
7.10
16.9
18
0.59
7.10
0.010
CB-28
CB-29
139
0.50%
0
19,238
23.664
5.0
HDPE
31.24
31.94
4.16
5.00
7.20
13.1
15
0.59
7.20
0.010
*Flowrate determined by using The Rational Formula: Q = CIA
Q = Flowrate (cfs)
I = Intensity (iNhr)
A = Total Area drained by Individual catch basin
'Pipe diameter calculated by using Manning's Equation for a pipe flowing just full: D = 16' (Qn / (s^.5)) " (3/8)
D = Diameter (in)
Q = Flowrate (cfs)
n = Manning's roughness coefficient (unitless)
s = Longitudinal Slope (ft/ft)

Right Angle Engineering, P.C. DETENTION POND #2 SIZING CALCULATIONS 711102
Page 1
Drainage Area =
29.55
acres
Impervious Area =
16.30
acres
Percent Impervious =
55,16%
Pond depth =
6
ft
TSS removal =
90%
SA/DA =
4.30%
(No vegetative filter required)
Minimum Required Surface Area at Permanent Pool:
=
0.043
29.55
'
Minimum Required Volume (Schuelor Method,
see calculations):
Rv = 0.05 + 0.009
(55.16)
=
0.55
Volume = (1'712" )"
0.55
'
29.55
' 43560 =
Surface Area Provided at PP =
66565
>
55343
@
Need at least
58607
ft'
of storage/
66565
Therefore, use
Elevation of Temporary Pool =
30
+
1
ft =
Surface Area at
31
=
69952
sf
43560 - 55343 sf
58607 ft'
Elev. 30 ft
0.88 ft
1,00 it
31 it
Storage Volume Provided = 68259 ft' > _fiS ft' Required
Forebay Volume Awl
Surface Area at bottom of pool = 41 174 sf
Permanent Pool Volume= 269348 cf
Forebay Volume Required = (.2' 269348 )
=
53870 cf
Forebay Volume Provided = 60756 cf
Orifice Sizing
Qz = 58607 1
172800
= 0.339
cfs (Flowrate
required for a 2 day drawdown)
Q5 = 58607 1
432000
= 0.136
cfs (Flowrate
required for a 5 day drawdown)
22 =
0.10404
as =
0.041618
Choose a 2" Circular Orifice, Average Head =
(1.00-(112)`(2in112)12 =
0.458
it
dia (in) = 2
a = pi(r"2)
0.0218
sf
Q = Ca(2gh)^.5 =
0.0711
cfs
0.339 cfs >
0.0711 cfs
<
0.136
cis
Choose a 4" Circular Orifice, Average Head =
(1.00-(112)'(4in112)12 =
0.417
ft
dia (in) = 4
a = pi(r^2)
0.08727
sf
Q = Ca(2gh)A.5 =
0.27123
cfs
0.339 cfs >
0.2712 cfs
>
0.136
cis
Therefore, use a 4" Orifice

Right Angle Engineering, P.C. DETENTION POND #2 SIZING CALCULATIONS
7/ 1102
Page 2
Pre -Development 25 Year Storm
Q = CIA =
impervious 0.00%
pervious = 100.00%
C =
0.2
1 =
7.25
r (in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
9,36
A =
29.5
0 = CIA =
42.86 cfs
Post -Development 25 Year Storm
Q = CIA =
impervious 55.16%
pervious = 44.84%
C =
0.59
1 =
7.25
1 (in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
9.36
A =
29.5
0 = CIA =
125.61 cfs
Difference between Pre and Post Development
Q = 82.75 cis
Principal Spillway Weir Sizing
Cwr = 0.611 + 0.075 (HIPw) =
H (depth of flow 1 head) =
1.0
ft
Pw =
1.5
ft
F
1
Cwr =
0.662
23 10
Q = Cwr(213){2g}^.5(b)(H11.5) _
g =
32.2
ftfs^2
b (channel width) =
23
ft
Q =
84.33
cfs
Emergency Spillway (Trapezoidal Weir directly above Principal Spillway Weir)
i'
4 1.5­110��_ 23
Cwr = 0.611 + 0.075 (H/Pw) =
H (depth of flow i head) = 1.0 ft
Pw= 1.5 ft
Cwr = 0.662
Q = Cwr(2t3)(2g)A.5(b)(H11.5) =
g = 32.2 fVs^2
b (channel width) = 23 ft assume weir is 23' wide by 1' high rectangular weir for calculation purposes
Q = 84.33 cfs 'exceeds difference between pre and post -development flowrates
Concrete channel directly after wier
Channel Lining: Concrete
.28 ft, n= 0.013
S= 2.73%
-- 37.3 ft. Q Mannings (cfs)= 82.7
Length= 152 f1
Velocity= 7.95 ftls
Depth with Freeboard= 0.28 ft

INGLE
��UT
NGINEERING. P.C.
201 N. Front Street Suite 809 + Wilmington, NC 28401 • Tel. (910) 25t-8544 • Fax [phone]
JUL 0 5 2002
July 2, 2002 �BY:
Ms. Noelle Lutheran
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Stormwater Management Permit Application
Southland Studios
Ms. Lutheran,
In response to your comments given to Shane Lippard by email on June 25, 2002, I have enclosed all the
corrections you had recommended. Enclosed are only portions of the project that have been changed.
Enlcosed are 2 copies of the Pond #2 Wet Detention Basin Supplement, Storm Pipe Calculations,
Detention Pond #2 Sizing Calculations, and Sheets C1, C3, DI., and D2 of the design plans. Let me know
if there is anything else you might need.
Sincerely,
Zach Pollard, EI.
Enclosure:
2 copies each of:
Pond #2 Wet Detention Basin Supplement
Storm Pipe Calculations
Detention Pond #2 Sizing Calculations
Sheets C3, D'l, and D2

Southland Studios
Subject: Southland Studios
Date: Tue, 25 Jun 2002 09:52:32' -0400
From: Noelle Lutheran <[e-mail]>
To: Shane Lippard <[e-mail]>
Mr. Lippard,
As we discussed per a telephone conversation on 5/23'/2002',,I need some
additional information before I can write the permit for Southland
Studios SW8 010801.
1. Please show the location of the outlet structure on pond 42.
There must be a 3:1 (L:W) ratio on both sides of the_,pond..
2. Please provide a detail of the outlet for pond #2 and label each
outlet detail accordingly.
3. Please provide a swale detail.
4. It appears that they are proposing to fill a small area of
wetlands. Please provide information showing that the corps has been
notified or that these wetlands are not adjacent.
Thank you,
Noelle Lutheran
Noelle Lutheran <NoelIe.Lutherangncmail.net>
IT
t or 1 6/25/2002 9:52 AM

VI�T .ANGLE
ENGINEERING. P.C.
201 N. Front Street Suite 809 • Wilmington, NC 28401 • Tel. [phone] & Fax [phone]
..
MAR Z 5 Za4Z
March 25, 2002 LILY —
Mrs. Linda Lewis
NCDENR — Division of Water Quality
1.27 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Stormwater Management Permit Application
Southland Studios
Mrs, Lewis,
Enlcosed are 2 copies of The Stormwater Management Permit Application and 2 copies of design plans
for Southland Studios for your review and approval. Let me know if there is anything else you might
need.
Sincerely,
4&,4 Y'e��V
Zach Pollard, El.
Enclosure:
2 copies of the Stormwater Management Permit Application
2 copies of Design Plans
MAP
I��o�
S

201 N. Front Street
1
July 23, 2001
AGHT ANGLE
ENGINEERING, PC
Suite 809Wilmington, NC 28401
Mrs. Linda Lewis
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
-Wilmington, North Carolina 28405
RE: Stormwater Management Permit Application
Dear Mrs. Lewis,
Tel. [phone] Fax [phone]
�O
V�-
[r,VVO ` V
RECEI V.P.-D
J U L 2 3 2001
DWQ
PROD #
Enclosed are 2 copies each, of The Stormwater Management Permit Application and
design plans for Southland Studios in Brunswick County for your review and approval.
Let me know if there is anything else you might need.
_Sincerely,
,Zack Pollard, El.
Enclosure: 2 copies each of The Stormwater Management Permit Application and design
plans

EROSION AND SEDIMENTATION CONTROL PLAN
SOUTHLAND STUDIOS
SR 1553
BRUNSWICK CO., N.C.
JULY, 2001
TABLE OF CONTENTS
1.0 NARRATIVE
2.0 CONSTRUCTION SCHEDULE
3.0 VEGETATION PLAN
4.0 MAINTENANCE
APPENDIX
AGREEMENT OF SALE (1ST PAGE ONLY)
SWALE SIZING CALCULATIONS
SEDIMENT BASIN CALCULATIONS
FIGURES
SEDEMk'-7NT AND EROSION CONTROL PLANS — C1 to C2
CONSTRUCTION DETAILS — C3
TANGLE
� e • ccnc
LE GINEERING. P.C.
3
a
- SrAL
201 North Front Street, Suite 809 - C 2 3 9 17
Wilmington, North Carolina 28401
[phone]
[phone](fax) �N,� ,` °; �•'.`? �.��
zo
Southland Studios
SR 1553.
July, 2001

1.0 NARRATIVE
This Sediment Erosion Control Plan is being designed to control disturbed soils on a
site in Brunswick Co., NC, located directly to the south of SR 1553. The site is located
to the southeast of where Hwy. 17 crosses over Sunny Point RR, 2 miles south of
Magnolia Greens. The property on which the development will take place is currently
under contract to purchase by Southland Studios. The agreement of sale is included
with this narrative.
The land disturbing activity associated with the project will consist of clearing and
grubbing the area, and building drainage swales throughout the site which drain into an
on site sediment basin.
On site soils consist mainly of Woodington, Foreston, and Goldsboro soils. These soils
are mainly loamy, fine sands.
Stormwater on the site will be collected by drainage swales which empty into an onsite
sediment basin. This will drain into the Morgan Branch of Town Creek, which empties
into the Cape Fear River.
General slope of the site from north to south towards the back of the lot.
Land use in the vicinity is commercial.
Disturbance will follow the construction schedule and reclamation will be conducted as
covered areas are completed and stabilized.
Sediment Erosion Control Practices
1. Temporary Gravel Construction Entrance/Exit
A temporary gravel construction entrance will be installed at the northern most
corner of the site on SR 1553. to prevent sediment from leaving the site. The
entrance should be graded so that runoff water will remain on owner's property.
See Construction Detail for dimensions and specifications.
2. Land Grading
The existing slope of the site is from north to south towards the back of the lot.
Most of the disturbed areas on the site will drain into swales which will empty into
an sediment basin.
3. Sediment Fence
Sediment fences will be constructed at the base of slopes to prevent sediment
from leaving the site.
4. Sediment Basin
A sediment basin will be built to control sediment from leaving the site. It will be
constructed at the south end of the lot. See Construction Detail for dimensions
and specifications.
Southland Studios
SR 1553.
,July, 2001

K
Future Development
Future development on this site will consist of bringing in offsite fill to provide proper
drainage of the site, constructing several buildings, parking lots, storm water piping,
water lines, irrigation lines, and sewer. The total area, which will be disturbed in this
activity, is projected to be 46 acres. A modification to this permit will be submitted prior
to that construction.
Stormwater on the site will be collected by catch basins and stormwater piping which
empty into an on site detention pond. This will drain into the Morgan Branch of Town
Creek, which empties into the Cape Fear River.
2.0 CONSTRUCTION SCHEDULE
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install/Maintain temporary construction entrance/exit.
4. Before clearing and grading of the site, install silt fencing at the base of slopes to
restrict movement of sediment from the site.
5. Build onsite sediment basin.
6. Begin clearing and grading of the site.
7. Construct onsite temporary drainage swales.
8. All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
9. After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
3.0 VEGETATION PLAN
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2° deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
Southland Studios
SR 1553.
July, 2001

6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
4.0 MAINTENANCE PLAN
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate / Schedule
Temporary Seeding
Grass Type
Amount 11000 SF
Time of Seeding
Initial
Rye Grain
1-2 lbs
Nov. — Jan.
25 lbs 10-10-10
Brown Top Mullet
1-2 lbs
June — Au .
25 lbs 10-10-10
Permanent Seeding
Grass Type
Amount
Time of
Initial
Fertilization 1
Fertilization I
Fertilization 1
11000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
maintenance
maintenance
Burmuda,
1-2 lbs
Apr. —
25 lbs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
12 lbs
Weeks
12lbs
10-10-10
1-2 lbs N.
10-10-10
Fescue, Tall
5-7 lbs
Sept. —
25 lbs
Feb -March
May & Dec.
Sept. -Oct.
(Kentucky
Oct.
10-10-10
12 lbs
'/z to 1 lb. n.
12 lbs
31)
Feb. —
10-10-10
10-10-10
Oct.
Sericea
1-2 lb s
March —
25 lbs
Feb -March
'/2 to 1 Ib. N.
NIA
Lespedeza
Apr.
10-10-10
(Slopes)
END OF PLAN
Southland Studios
SR 1553.
July. 2001

INTERNATIONAL @ PAPER
May 23, 2001
VIA FEDERAL EXPRESS
Mr. Todd Crawford, Esq.
Southland Studios, Inc.
201 N. Front Street M108
Wilmington, NC 28401
3 PARAGON DRIVE
MONTVALE N) 07645
PHONE [phone]
Re: SP Forests L.L.C. sale of Orton Plantation, Parcels
B&I #1 and B&I #2, 141.28 acres, Brunswick County,
North Carolina to Southland St]ldiQs,InQ.
Dear Crawford:
Enclosed please find one fully executed original of the
Agreement of Sale.
This will further serve to acknowledge the receipt of
the earnest money deposit in the amount of I ID on May
18, 2001.
very t `"1 y0or
s ,
Co tte J.11
Enclosure (1)
CC: Alien D. Moore (w/enc.) VIA FEDERAL EXPRESS
John J. McEwan, Esq. (w/o enc.)
\cjb\05210104.ltr

AGREEMENT OF SALE
ORTON PLANTATION, PARCELS B&I #1 and B&I ;i2
gRUNSWICK COUNTY NORTH CAROLINA
AGREEMENT dated 2001 between SP FORESTS L.L.C., a Delaware
limited liability company ("Se le ' , having an office c/o INTERNATIONAL PAPER
COMPANY, 3 Paragon Drive, onrvalc, New Jer-sey 07645-0436 and SOUTHLAND
STUDIOS, INC., a North Carolina corporation, ("Purchaser"}, having an u4tress at 201 N. Front
Street, M 108, Wilmington, North Carolina 28401.
WITNESSETH:
In consideration of the mutual covenants and agreements contained herein, and other good
and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the
panics hereto agree as follows:
1. Sale and Purebase a;Real PropeM.
Seller agrees to sell and Purchaser agrees to purchase all of the real property (the
"Prcmises") known as "Orton plantation, Parcels B&1 #1 and B&I #2", located in the County of
Brunswick. State of North Carolina, containing 141.28 :1-- acres more or less and being more
particularly shown on Exhibit A attacl had hereto and made a part hereof. The Premises shall mean
all of the land shown as Parcels B&I 01 and B&I #2 on ExjLibit A, together with Seller's interest in
any improvements thereon, easements, covenants and other rights appurtenant to such land. The
parties acknowledge that the map attached as Exhibit A is us:d for illustration of the location of the
parcels only, and that the appearance of any roads or other improvements thereort does not
constitute a representation by Seller that any of such roass or other improvements exist or will
exist, or then Seller is granting any easements to Purchaser.
The Premises shall be sold to Purchaser subject to the following matters of title
(collectively, the "Permitted cce ri n '): (i) those matters disclosed on Purchaser's title
commitment to which Purchaser either does not object or agrees to accept and (ii):
(a) Rights, if any, relating to the construction and maintenance in connection with
any public utility of wires, poles, pipes, conduits and appurtenances thereto, on, under or
across the Premises;
(b) Real estate taxes, water rates attd other govertuneatal charges, if any, subject io
adjustment as herein provided;
(c) Restrictions on Purchaser's ability to build upon or use the Premises imposed
by any current or future building or zoning ordinances or any other lzw or regulation of any

File: Open_Channel.xis
Printed on: 7/5/01
Freeboard Depth for all Channels = 1 ft
Swale C I inlhr
A ft2 A acres
Q Calculated cfs Q Total cfs
1 0.48 7.22
291,640 6.70
23.20
23.20
Channel Lining: Grass -Lined
n=
0.015
1.75 ft.
1
S=
0.20%
2
Q Mannings (cfs)-
23.20
�- .0 ft.
Velocity=
3.77 ft/s
Depth with Freeboard=
2.75 ft
Swale C I inthr
A ft2 A acres
Q Calculated cfs
Q Total cfs
2 0.48 7.22
42,894 0.98
3.41
3.41
Channel Lining:
Grass -Lined
n=
0.015
85 ft.
1
S=
0.20%
2
Q Mannings (cfs)=
3.41
�- .0 ft. --►I
Velocity=
2.34
fUs
Depth with Freeboard=
1.85
ft
Swale C I inlhr A ft2 A acres Q Calculated cfs Q Total cfs
3 0.48 7.22 201,347 4.62 16.02 42.63
Channel Lining: Grass -Lined
n= 0.015
2.20 ft. 1 5= 0.20%
2 Q Mannings (cfs)= 42.63
�- .0 ft. -►I
Velocity= 4.39 fus
Depth with Freeboard= 3.20 ft
Swale C I inthr
A ft2 A acres
Q Calculated cfs Q Total cfs
4 0.48 7.22
99,592 2.29
7.92
7.92
Channel Lining: Grass -Lined
n=
0.015
1.17 ft.
1
S=
0.20%
2
Q Mannings (cfs)=
7.92
�- .0 ft. -►I
Velocity=
2.88 fUs
Depth with Freeboard=
2.17 ft
Swale C I inthr
A ft2 A acres
Q Calculated cfs Q Total cfs
5 0.48 7.22
22,485 0.52
1.79
52.35
Channel Lining: Grass -Lined
n=
0.015
2.38 ft.
1
S=
0.20%
2
Q Mannings (cfs)=
52.35
.0 ft.
Velocity=
4.62 fus
Depth with Freeboard=
3.38 ft

File: Open_Channel.xls
Printed on: 7/5/01
Freeboard Depth for all Channels =
1 ft
Swale C I in/hr A ft2 A acres Q Calculated cfs Q Total cfs
6 0.48 7.22 197,987 4.55 15.75 15.75
Channel Lining: Grass -Lined
n= 0.015
1.52 ft. 1 S= 0,20%
2 Q Mannings (cfs)= 15.75
- .0 ft. -�
Velocity=
with Freeboard=
3.42 ft/s
2.52 ft
Swale C 1 in/hr A ft2 A acres Q Calculated cfs Q Total cfs
7 0.48 7.22 58,897 1.35 4.69 4.69
Channel Lining: Grass -Lined
n= 0.015
96 ft. 1 S= 0,20%
2 Q Mannings (cfs)= 4.69
�- .0 ft. -I►�
Velocity=
with Freeboard=
2.52 fus
1,96 ft
Swale C I inthr A ft2 A acres Q Calculated cfs Q Total cfs
8 0.48 7.22 162,271 3.73 12.91 33.35
Channel Lining: Grass -Lined
n= 0.015
2.01 ft. 1 S= 0,20%
2 Q Mannings (cfs)= 33.35
�-- .0 ft. --►I
Velocity=
with Freeboard=
Swale 2 Swale 9
Swale 1 Swale 3 Swale 5
Swale 4
Swale 7
Swale 6
Swale 8
4.13 fus
3.01 ft
Swale C I in/hr A ft2 A acres Q Calculated cfs Q Total cfs
9 0.48 7.22 112,573 2.58 8.96 8.96
Channel Lining: Stone -Lined, 15 in
n= 0.030
1.59 ft. 1 S= 0.20%
J 2 Q Mannings (cfs)= 8.96
�f- .0 ft. --►1
Velocity=
with Freeboard=
1.77 fus
2.59 ft

SEDIMENT BASIN DESIGN CALCULATIONS
To = 40
1 (inlhr) = g!(h+T) = 3.5
g (10 yr. Storm) = 252
h (10 yr. Stone) = 30
Surface Area
Q = CIA =
10.08 cfs
A (site) =
14.00 acre
C=
0.2 A=0,01q
A (basin) =
0.1008 acre A = basin surface area (acres)
A (basin) =
4391 sf q = peak inflow rate (cfs)
Basin Shape
I =
170.00 ft length to width ratio must be greater than 2:1
w =
85.00 ft
A =
14450 sf a 33.75' elev.
A =
12000 sf Q 31.75' elev.
Storage Volume
Site Area =
14.00 acres Volume to elevation of principal spillway crest at least 18D0 cflacre
V (thea) =
25200 cf
d=
2 ft
V (actual) =
26450 of
Spillway Capacity
Peak Runoff =
10.08 cfs Must carry the peak runoff from the 10-yr storm with a min. 1 ft. freeboard
n=
0.010
S=
0.50%
Q Mannings (cfs)=
34.79 cfs
Velocity--
6.05 fVs
50 1
3
10.0 ft. —►{
Principal Spillway
Capacity =
2.8 cfs Vertical riser connected to a horizontal
n =
0.01 Capacity - Min, capacity of 0,2 cfs/acre of drainage area
S =
0.005 ft/ft
D = 16(Qn1(s1.5))1318 =
11.3 in
D actual =
18.0 in
Sediment Cleanout Elevation
Elev =
33.75 ft Distance from top of the riser to pool level when the basin is 50% full
Crest Elevation
34.75 Keep elevation of the riser a min. of 1 ft below crest elev. Of the emergency spillway.
Riser and Barrel
Cross -Sectional Area of thee. barrel size =
0.70 sf Min. barrel at 8 inches for cmp and 6 inches for smooth wall pipe
Barrel Cross -Sectional Area ' 1.5 =
1.05 sf Cross -Sectional Area of riser is 1.5 times that of the barrel.
Riser Diameter =
18 in
Riser Cross -Sectional Area =
1.77 sf
Basin Dewater[ng
Ao =
As x (2h)^.5
T x Cd x 20,428
Ao =
Cross -Sectional Area of dowatering hole
As =
Cross -Sectional Area of the basin
h =
head of water above the hole
Cd =
coefficient of contraction for an orifice, Approx. 0.6
T =
detention time or time needed to dewater basin (10 hrs. recommended)
As =
14450 sf
h=
1 ft
Cd =
0.6
T =
10 hr
Ao =
0,166726927 sf
24.00867747 sq. in.

State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section ma
1 ]
PROJECT NAME: S U V T L %i� S L' 4r b� H■ �!
COUNTY: OKUMW•► CuDATE:
EROSION AND SEDIMENTATION CONTROL PLAN APPLICATION CHECKLIST
North Carolina Administrative Code Title i 5A, Chapter 4B entitled "Sedimentation Control" requires that all
persons disturbing an area of one or more acres must obtain approval of a soil erosion control plan prior to the
commencement of said land -disturbing activity. A complete application that includes the required fee and the
other following checklist items must be filled a minimum of 30 days prior to the activity with the Regional
Engineer of the Land Quality Section of the Department of Environment, Health and Natural Resources, who
must approve, approve with modification, or disapprove the plan within 30 days of receipt. Failure of the
Regional Engineer to act within that 30 day period will be deemed as approval of the plan. Commencement
of a land -disturbing activity under the jurisdiction of Title 1 5A without an approved erosion and sedimentation
control plan is a violation that can result in civil penalties or injunctive action under N.C. General Statues.
LOCATION OF PROJECT:
V , Including roads, streets, watercourses,
and other maior landmarks or features
GENERAL SITE F=ATURES:
Y Legend: rwrcn -,raw, Pun .cam, wos,en eonlroi measwes. a :,
Property lines and boundaries of total tract
=xistlnc and proposed conrcurs
limit anc acreage of disturbed area
Mfg Planned & existing buildings and elevations
IV:A Planned & existing road locations and elevations
f _ Geologic features: such as.streims, lakes, dams,
F�;h wetlands, seeps, springs, rock outcrops. etc'.
1 M •easements & adjoining praoerty-uses'
N 11� Profiies; streets, utilities; lateral,ditchiines, Cc-
N'A Stockpiie locations
BORROW AND/OR WASTE AREAS
rl uv same oer"n conduce the tans-dsfturt, rN x:rvity ant, any
retatad oorrow or waste 24;1 y. milt berrowrwa=te actrv+ly srvll
C*r=U%c tsar, df the Land-damrbi g WNirV. tetras the mrrowi -
wmte aairvtty is oertnrttec artd7tx.rWw,ec waver the Mining Aat
of 1971. or la a landfill fagUated by rne•glvisian of Solid waste
Marvgemert. If the lano-disturbing'actwity ano the raatW ot,rrawf
wmte privity are not concocted by tnv acme fo_,_mlly iraociaibie
nary. tray shall be eornieaee separate lanadirtwoing activmm.
SITE/DRAINAGE ;cATURES:
Drainage features; existing and planned-linciuding
off -site areas that drain through the proiect;
Size of sub -watershed (Acres) .
s% Culverts & sewers; size and location
Soils information (Type, special. charactaristirs,. etc.)
Name and classification of receiving watercourse or
name of municipal operator e.scnarvwl
OTHER INFORMATION:
DESIGN CALCULATIONS:
_ Preconstruetion runoff caicuiations, for each
outlet from site lat a ., Peak dlacnarge iocanenl
Culverts and storm sewers
JJt Open channels; existing & oianned rincit+oe i,c. lininpsi
AlEnergy dissiDators, iinc:ues scene a,ze a no aline nit, vi
V .Sediment basins, pits, check Cams
FiNANC1AL RESPONSIBILITYlOWNERSHIP FORM
v/ Completed, notarized =R/O corm
Accurate aopucation fee
Certif'icaie of assumeld name, if *whams:,& Partnerenio
VEGc 11 ATIVE STABILIZATION:
Methods of soli preparation
Seed type and rates lte wrarr and permanent)
Fertilizer type and rates
Mulch type and rates
EROSION CONTROL MEASbRES:
tJ Location of measures,.tcmporary & permanent
Construction detpils of ternvorary & ocrosixnt r"aaaura
-Maintenance requirements of all.measures
Contact persons for rhaimenanee.of measures
NARRATIVE AND CONSTRUCTION SEQUENCE:
V Nature and pul:pose of .the proiect
Construction sequence as it relaCes to erosion
control, inilu61g provisions for ihi tallation
of critical measures prior fie the initiation of
the land -disturbing activity; all maintenance
measures; and removai of measures after areas
thev`terve have been permanently stabilized.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-39B=3s00 Fax [phone]
An Equal Opportunity Affirmative Action Employer