SW8060949_Current Permit_20120608

AXX'
.r 41VA
CDE�a
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
June 8, 2012
Todd G. Harrison, Manager
Turtle Creek 37, LLC
831 East Morehead Street Suite 750
Charlotte, NC 28202
Subject: Name Change / Ownership Change 8r Permit
The Villages at Turtle Creek Phase 3
Stormwater Permit No. SW8 060949
Pender County
Dear Mr. Harrison:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of Chapter 143 of
the General Statutes, which is current and valid at any point between January 1, 2008, and
December 31, 2010. The law extends the effective period of any stormwater permit that was set
to expire during this time frame up to three (3) years from its current expiration date. On August
2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for an
extension of up to four (4) years.
On April 17, 2012, Turtle Creek 37, LLC submitted an application to transfer the ownership of
the permit. A file review and site inspection was performed on March 5, 2012 by DWQ and as
noted in the enclosed inspection report, the site is currently in compliance with the terms and
conditions of the current state stormwater permit. The Division is hereby notifying you that
permit SW8 060949 has been transferred on June 8, 2012, and shall be effective until
December 3, 2021, which includes the extensions. For your records, please find enclosed a
copy of the updated page 2 of the previously issued permit, a copy of the inspection report, and
a copy of the Name/Ownership Change form submitted on April 17, 2012. Please attach this
cover letter and updated page 2 to permit originally issued on September 3, 2007.
This permit is subject to the conditions and limitations as specified in the previously issued
permit. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer the permit, or to renew the permit, will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX [phone] DENR Assistance:1-877-623-6748
Internet: www.ncwaterquaiV.org
An Equal Opportunity 1 Affirrnallve Action Employer
XWMINIIA,
�thCarolina

If you have any questions, need additional copies of the permit or approved plans, please
contact David Cox with the Division of Water Quality in the Wilmington Regional Office at (910)
796-7215.
Sincerely,
lakild, P.E., Director4or Charles
Division of Water Quality
GDS/dwc: S:1WQS1Stormwater\Permits & Projects120061060949HD\2012 06 permit 060949
cc: J.B. Dilisheimer
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 060949
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
Turtle Creek37, LLC
The Villages at Turtle Creek Phase 3
NC 210 at Lodge Hall Road, Surf City, Pender County
FOR THE
construction, operation and maintenance of three (3) infiltration basins 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 December 3, 2021 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 subdivision is
permitted for 53 lots, each allowed a maximum amount of built -upon area as
described in Section 11.15 (f) of this permit.
3. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
4. The basin must be operated with a 50' vegetated filter.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
Page 2 of 8

IMA
� 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW8060949
2. Project Name: The Villages at Turtle Creek Phase 3
3. Current Permit Holder's Company Name/Organization: oCNC North Carolina 1, LLC
4. Signing Official's Name: J.B. Dilsheimer
5. Mailing Address: 2528 Independence Blvd., Suite 104
Title: Vice President
City: Wilmington State: NC
6. Phone: 910 790 - 9880 Fax:
Zip: 28412
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
® Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
® Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: Turtle creek 37
2. Proposed permittee's signing official's name:
3. Proposed permittee's title:
Manager
Todd G. Harrison
4. Mailing Address:831 East Morehead Street, Suite 750
City: Charlotte State: NC Zip: 28202
Phone: 7o4 333-3522 Fax: ( 704 )333-3527
5. New Project Name to be placed on permit:
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
® The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner lnformatio
page 4) tv
❑ Purchaser (Attach a copy of the pending sales agreement. Final appro o this transf e
granted upon receipt of a copy of the recorded deed) APR 1 �' �o
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev15Feb2011 Page 1 of 4 �{:

III.. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
® Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, Maury Johnson , the current permittee, am submitting this application
for a transfer of ownership for permit # sws 060949 . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature:
Date: 3 / /,V
a Notary Public for the State of
/T , County of , do hereby certify that
M14eIe-11 - �dAtSd/J per4onally a&ared before me this the
_day of , 20 /.Qand acknowledge the due execution of the
nst umen the y hand and official seal,(Notary Seal)
g ature ��'1 �0\
a fVY.3L2YC-� PoO�e]fy i3 I
'', Mu iun Up, l
SSW N/O Change Revl 5Feb2011 P 0 2-cf 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
1, Todd G. Harrison �T 37 LZC , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
the most recent permit
® the designer's certification for each BMP
® any recorded deed restrictions, covenants, or easements
® the DWQ approved plans and/or approved as -built plans
® the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this app.l ation package will be returned as incomplete.
Signaturre::,erg Cam/ - Date:
a Notary Public for the State of
County of A , do hereby certify that
personally appeared before me this the
day of� , 20_iz__, and acknowledge the due execution of the
forgoing instru ent. Wii(bo tne my han and official seal,
q "OFFICIAL SEAL"
na
Notary Si re `��'tf"ii
W COMMIN> ' Knotts
sires 1&17-2p19
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please mote that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
ECEIVEL
APR 17 2012
BY:
SSW N/O Change Rev15Feb2011 Page 3 of 4

c
VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections ll and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name: Todd G. Harrison
Organization: Turtle Creek 37, LLC
Title within the Organization:
Manager
Street Address: 831 East Morehead Street, Suite 750
City: Charlotte
Mailing Address:
City:
State: NC
(if different from street address)
State:
Phone: (704) 333 - 3522 Fax: (704) 333 - 3527
Email: [e-mail]
Zip:28202
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NC �143-215.6.
Signature of the property owner Date:
10,
I, W�' , a Notary Public for the State of
County of Ni�do hereby certify that
personally appeared before me this the
. day of IKLf-4 f/, 20-jak-,-and acknowledge the due execution of the
forgoing instrument. Witness m and and official seal,
Notar n r
M
SEWth Caroline.enbwgottse 12-17-2013
C lEI V � .,
APR 17 2012
SSW N/O Change Rev15Feb2011 Page 4 of 4

Permit No. SbJ ^9 O(P09 +9
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORVIWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina I, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No. Phase 3 - A in Drainage Area 3A
(as identified on plans) (from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type onslow
Infiltration Rate 6.40 in/hr in/hr or cnr/sf (circle appropriate units)
SHWT Elevation 20.50 finsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Forth. SWU-103 Rev 3.99
1.5 inch (1.5 inch event for S.4 waters, I inch event for others)
16,221 c.f.
0.21 days
Varies ft. F Varies { = 5,081 Sq. ft. (bottom dimensions)
17,611 c.f.
RECEIVRT'1�1'
22.50 finsl OCT '
25.25 finsl91007
26.75 finsl DWQ
Page .1 of 3

M. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
EG a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
EG b. System is located at least 100 feet from water supply wells.
EG c. Bottom of system is at least 2 feet above the seasonal high water table.
EG d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
EG e. System is not sited on or in fill material or DWQ approval has been obtained.
EG f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
NA & Drainage area for the device is less than 5 acres.
EG h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
EG i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
EG j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
EG k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
EG 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
EG
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
EG n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
EG o. Flow distribution mechanism within the basin is provided.
EG p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
EG q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
EG r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
EG s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.69 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system. or responsible party.
Print Name and Title: DCNC North Carolina I. LLC, By: D=W&a4tna
2528 Independence Blvd 4104
Phone: (910) 7"880 Date: 3
Signature:
Note: The leg ly responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
re�si /d,, t of the subdivision
I jhas
, been named the president.� I
I, 5arW ` 6. 0 KG"K/� , a Notary Public for the State of County of
tit., j �tir[C.I,l , do hereby certify that 3-8 c T$t �U�`lt i personally appeared before me this
A �AA day of -, 2.co'l , and ac__knoovvrledge/the
, due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal, ��GfA1, G. Lam"
�io/:\0
My commission expires
Form SWIJ�-103 Rev 3.99 Page 3 of 3

Permit No. O(�
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina I, LLC Phone Number: ( 910 ) 790- 98BO
This worksheet applies to: Basin No.
Phase 3 - B
(as identified on plans)
in Drainage Area 3B
(from Form SWU--101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Form SWU-1.03 Rev 3.99
Onslow Sandy Loam
6.34 in/hr in/hi or cf/hr/sf (circle appropriate units)
17.80 fmsl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch event for SA waters, I inch event for others)
12,869 c.f.
0.19 days
Varies f % Varies T[ = 4,286 sq. ft. (bottom dimensions)
13,081 C.f
RECEIVEL
19.80 fmsl
22.25 fmsl OCT 19 2007
23.75 fmsl
DWQ
Page Z of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
EG a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
EG b. System is located at least 100 feet from water supply wells.
EG c. Bottom of system is at least 2 feet above the seasonal high water table.
EG d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
EG e. System is not sited on or in fill material or DWQ approval has been obtained.
EG f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
EG g. Drainage area for the device is less than 5 acres.
EG h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
EG i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
EG j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
EG k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
EG 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
EG In. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
EG n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
EG o. Flow distribution mechanism within the basin is provided.
EG p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
EG q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
EG r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
EG s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.73 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: DCNC North Carolina I. LLC, By: B3icheim�eee ' ^ �o3i:sa--�'ae
2528 Independence Blvd
Note: neXally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
res dent of the subdivision has been named the president. h �
I, �` , a Notary Public for the State of � V L , County of � � �/_f`al law
���A '� "� , do hereby certify thatj.1. M tL t n'i3.- personally appeared before me this
4�
day of Os� ,ate"% , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires M eZ.a6
Form SWU-103 Rev 3.99 Page 3 of 3

a
Permit No. ) 6u F UCoUCf
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DM Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina r, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No.
Phase 3 - C
(as identified on plans)
in Drainage Area 3 C
(from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Sandy Loam
6.70 in/hr in/hr or cf/hr/sf (circle appropriate units)
20.00 fhlSl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch event for SA waters, I inch event for others)
16,373 c.f
0.24 days
Varies f. X
19, 042 C.f.
22.00 finsl
25.25 fmsl
26.75 finsl
Varies ft = 4,123 sq. Ift(bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3
RECEIVRT�
OCT 19 2007
DWQ
7-1D1 #

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
EG a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
EG b. System is located at least 100 feet from water supply wells.
EG c. Bottom of system is at least 2 feet above the seasonal high water table.
EG d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
EG e. System is not sited on or in fill material or DWQ approval has been obtained.
EG f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
NA g. Drainage area for the device is less than 5 acres.
EG h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
EG i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
EG j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
EG k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
EG 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
EG m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
EG n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
EG o. Flow distribution mechanism within the basin is provided.
EG p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
EG q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
EG r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
EG s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.81 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print Name and Title: DCNC North Carolina I. LLC, By: eTT81TeTMWr-%011 Una, LLC
2528 Indenehdence Blvd #104
Phone: (910
Note: The leg responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resid t of the subdivision hay
been named the president. l,� �. bc4ltlGG K/i a Notary Publicp�ubfor the State of 1 r c_ , County of
WWjAgnMIr , do hereby certify that Yl k5% 4!-rWy personally appeared before me this d
day of ► ,-2mol , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and offlicial seal, lr • �`"��
SEAL
My commission expires I a 1. 1 ;L I a'a
Form SWU-103 Rev 3.99 Page 3 of 3

SGv L oroo� ¢�
GG�99
In accordance with Title 16 NCAC 21-1.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective- covenants are required for High Density residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an enginaer ed stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
i,, 6. D, , acknowledge, affirm and agree by my signature below, that
i will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
f. The following covenants are intended to ensure ongoing compliance with State stormwater
Management hermit Number O(voct¢9' , as issued by the Division of Water Quality
under NCAC 2F1. 1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under. thorn.
4. The covenants pertaining to stom1watermay not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not flake place without the
concurrence of the Division of Water Qualify.
6. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and panting areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
OR if the proposed built -upon- areas per lot will vary, please REPLACE 96 above with the
following:
6. The maximum built -upon area per lot, in square feet, is as listed below.
Please see attached table
Lot # BUA Lot # SUA Lot #BUA Lot # SUA
This allotted amount includes any built -upon area constructed within the lot properly boundaries,
and that portion of the right -of --way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gavel, brick, stone, slate,
coquina and perking areas, but does not Include raised, open wood decking,. or the water
surface of swimming pools.
7. Alf runoff from the built -upon areas on the tot must drain into the permitted system. This may be
accomplished through a vartetyofineans including roof drain gutters which drain to the street,
grading the lotto drat toward the street, ar grading perimeter swafes to collect the lot runoff
and directing the i a campanenl of the stormwater collectlan system. l.ats that will naturally
drain into the sy ors oat required to provide €hese aridiflanal measur�s.l
Signature:
Public in the
State of _M OA-11 6 o 6 ka , County of _ PGA 0%6W-'V-'
do hereby certify that J a 'e'_ personally appoared
before me this the isday of ,vl& --L , 20DZ, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seas,
;�� e. SEAL
nature
My Commission expires a-

TABLE 5.6 MAXIMUM IMPERVIOUS SURFACE AREAS FOR
RESIDENTIAL LOTS (SF)
LOT #
MAX. IMPERVIOUS
SURFACE SF
LOT #
I MAX. IMPERVIOUS
SURFACE S
74
3,762
101
3,657
75
3,739
102
3,476
76
3,817
103
3,439
77
3,873
104
3,649
78
3,736
105
3,657
79
3,834
106
3,520
80
3,785
107
3,634
81
3,780
108
3,656
82
3,795
109
2,960
83
3,766
110
3,654
84
3,793
111
3,640
85
3,785
112
3,657
86
3,777
113
3,667
87
3,655
114
3,742
88
3,655
115
3,743
89
3,655
116
3,778
90
3,655
117
3,180
91
3,772
118
3,615
92
3,761
119
3,633
93
3,769
120
3,662
94
3,690
121
3,315
95
3,744
122
3,541
96
3,646
123
3,774
97
3,667
124
3,761
98
3,615
125
3,766
99
3,714
126
3,757
100
3,653
NOTE 1: AVG. SF PER LOT IS 3,668 SF
(194,426 SF TOTAL / 53 LOTS =3,668 SF)
NOTE 2: TOTAL BUA FOR EACH LOT INCLUDES 56' L X 55' W
BUILDING ENVELOPE, PLUS 25' L X 18' W DRIVEWAY, PLUS
SECTION OF DRIVEWAY WITHIN ROW (324 OR 216 SF,
DEPENDING ON LOCATION IN PHASE 3) UNLESS OTHERWISE
NOTED BELOW. SIDEWALKS AND CURB ARE NOT INCLUDED IN
BUA.
RECEIVED
OCT 19 2007
DWQ
-'-,,?OJ #