SW8080507_Current Permit_20120514

A"i"Ap
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
May 14, 2012
Todd G. Harrison, Manager
Turtle Creek 37, LLC
831 East Morehead Street Suite 750
Charlotte, NC 28202
Subject: Name Change / Ownership Change
The Villages at Turtle Creek Phases 6 & 7
Stormwater Permit No. SW8 080507
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 080507 has been transferred on May 14, 2012, and shall be effective until
December 30, 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 your permit originally issued on June 16, 2008.
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
Intemet www.nrwaterquality.org
One NhCarolina
An Equal Opportunity 1 Affirmative Action Employer

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.
Sinc ely,
or Charles akild, P.E., Director
Division of Water Quality
GDS/dwc: S:1WQS1Stormwater\Permits & Projects120081080507 HD12012 05 permit 080507
cc: J.B. Dilisheimer
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management
Permit # SW8 080507
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 Creek 37, LLC
The Villages at Turtle Creek Phases 6 & 7
NC 210 and Lodge Hall Road, Surf City, Pender County
FOR THE
construction, operation and maintenance of nine (9) 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 30, 2021 and shall be
subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Sections 1.7 and 1.8 on page 3 of this permit.
3. The subdivision is permitted for 183 units, each allowed a maximum built -upon area as
described in Attachment A to this permit.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
5. Each basin must be operated with a 50' vegetated filter.
6. 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.

Permit Number: :E> W Xy �6 1233-�
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BUT.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
swale (if applicable).
smooth it over and provide erosion
i
I
control devices such as reinforced
j turf matting or riprap to avoid
future problems with erosion. i
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
'
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight [Unit at 919-
outlet~
1733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: f 3 FfO X Q'S-O'7
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #1 to Infiltrat-ion Basin 6A
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina. I. LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington, NC 28412
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of , do hereby certify that
T, bJ'P_gW'd e�' personall ppeared before me this f 'S4_
day ofQQ, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L. Dronitsky. Notary Public
Lower Merion Twp., MonOOmerY County
My commission E)ires Aug. 8, 2011
Member, Pennsylvania Association of Notaries
SEAL
My commission. expires b
l I I
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number:. &j 0 SU'7
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (er 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
i future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
, Potentialproblem:
How I will remediate the problem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and j
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them. on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
outlet.
Quality 401 Oversight Unit at 919-
1733-1786.
Form SW40 1 -Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: �Sl -,J 2a$U<-,Q'7
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #2 to Infiltration Basin 6B
Print name: J.B. Dilsheimer
Title: -Vice President / Member of DCNC North Carolina L LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington, NC 28412
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
IL I U) LMVi . , a Notary Public for the State of
PV County of do hereby certify that
, 11 e, knvj �qep U persona& appeared before me this ��
day of , o, and acknowledge the due execution of the
forgoing infiltr on basin maintenance requirements. Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L. Dronitsky, Notary Public
Lower Marion Twp., Montgomery County
My Commission E)OUes Aug. 8, 2011
Member, Pennsylvania Association of Notaries
SEAL
My commission expires 2 1 (� I I (
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: 51' 1' Cqg gsp--)
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Regrade the Swale if necessary to
Erosion is occurring in the
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form. SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
s ra '
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 319-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: 2 0$OSO"7
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #3 to Infiltration Basin 6C
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I. LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington, NC 28412
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
rthe State of
;reby certify that
before me this
day of , and acknowledge the due execution of the
forgoing infiltr ion basin maintenance requirements. Witness my hand and official seal,
c5as
eFF K��.�W,;Z.aries
VLyANIA
dW Ssky, , WEM�
Member, Pennsylvania Ass
SEAL
My commission &I 1
expires u I
p
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number:t
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if 4
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
I
I
control devices such as reinforced
turf matting or riprap to avoid
I future problems with erosion.
Form SW40 1 -Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
'
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
outlet.
Quality 401 Oversight Unit at 919-
1733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: 5 W �?y XQ Sd-7
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project name: The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #4 to Infiltration Basin 6D
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina L LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington, NC 28412
Phone:[phone] Z
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
forgoing i
a Notary Public for the State of
do hereby certify that
pared before me this
rrO, and acknowledge the due execution of the
basin maintenance requirements. Witness my hand and official seal,
4�MNA pIbA1 I�_. F FFNNOV NIA
Ofmdsil ��
FtpbYn l ikskY, Amory Public
LWW Merlon 1'wp.. Mantgornery County
My Commise 3n E)OMs Aug. 8. 2011
Member, Pennsylvania gssoclatlon of Notaries
SEAL
My commission expires � u
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: SyJ'-Y'0'�fO SU7
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment. and
dispose of it in a location where it
will not cause impacts to streams or
the B1lO'. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
EE damage have -occurred at the Quality 401 Oversight Unit at 917-
I outlet. , 733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: Q U SP
(to be provided by D Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #5 to Infiltration Basin 7A
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I. LLC
Address: 2528 Independence Blvd. Suite #104. Wilmington, NC 28412
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
ilic for the State of
do hereby certify that
ieared before me this I S-
ue execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
S�My com,-nission expires
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L DronitAy, Notary Public
Lower Merion Twp., Montgomery County
My Comnftsion E)ires Aug. 8, 2011
Member, Pennsylvania Association of Notaries
Form SW401-Infiltration Basin O&M-Rev.3
Page 3 of 3

Permit Number: a
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches ;or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Regrade the swale if necessary to
Erosion is occurring in the
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75 %
; sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair,
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
outlet.
Quality 4n1 Oversight Uhut at 919-
733-1.786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: :5 w %o `6O-s ]
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #6 to Infiltration Basin 7B
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I. LLC
Address: 2528 Independence Blvd. Suite #104. Wilmington, NC 28412
Phone:[phone]U i
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, , a Notary Public for the State of
County of do hereby certify that
6 - personall appeared before me this
day of , and acknowledge the due execution of the
forgoing infiltra on basin maintenance requirements. Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L Dronitsky, Notary Public
Lower Marion Twp., Nbntganery County
My Commission Bores Aug. 8, 2011
Member, Pennsylvania Association of Notaries
SEAL
My commission expires
Form SW40 1 -Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: S W ?0 $CAS Cif
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storin event greater than 1.0 inches for 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the roblem:
The entire BMP
Trash debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Regrade the swale if necessary to
Erosion is occurring in the
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP elemet
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is damages
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP, Re -place any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality A-01©versight Unit at 919-
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #7 to Infiltration Basin 7C
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I. LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington NC 28412
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I a Notary Public for the State of
County o , do hereby certify that Q�
personallyAppeared before me this
day of , a0Z and acknowledge the due execution of the
forgoing infiltr ion basin maintenance requirements. Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Sea!
Robyn L. Dronitsky, Notary Public
Lower Merion Twp., Montgomery County
My Commission Expires Aug. 8, 2011
Member, Pennsylvania Association of Notaries
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: S W ?0�sQsSO_7
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
-- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
j
Iturf matting or riprap to avoid
i future problems with erosion.
Form SW40 1 -Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75 %
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
'
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BR4P. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have recurred at the
Quality 401 Oversight Unit at 919-
nutlet.
1733-1786.
Form SW40 1 -Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: ) W yU � U SU--)
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #8 to Infiltration Basin 7D
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I, LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington NC 28412
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of do hereby certify that
personally appeared before me this r
day of ,eQ and acknowledge the due execution of the
forgoing infiltra ion basin maintenance requirements. Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L. Dronitsky, Notary Public
Lower Merion Twp., Montgomery County
My Commission Expires Aug. 8, 2011
Member, Pennsylvania Association of Notaries
0W:1161
My commission expires 2117111
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: �S W -&- sos U--?
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
'Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Regrade the swale if necessary to
Erosion is occurring in the
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 091 �'-
733-17,96,
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: S w xokoso:j
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Villages at Turtle Creek Phase 6 & 7
BMP drainage area number:Drainage Area #9 to Infiltration Basin 7E
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I. LLC
Address: 2528 Independence Blvd. Suite #104, Wilmington, NC 28412
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
h,KA'LA � l t i�� , County of do hereby certify that
fIpersonally ppeared before me this
day of , and acknowledge the due execution of the
forgoing infil ation basin maintenance requirements. Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L. Oronitsky, Notary Public
Lower Merion Twp., Montgomery County
My Commission E)ires Aug. 8, 2011
Member, Pennsylvania Association of Notaries
SEAL
My commission expires 91�/) 1
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: U 5v
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
-- Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anv sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
damage have occurred at the
i outlet.
Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1786_ i
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number: �jW'3ox90 So 7
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Villages at Turtle Creek Phase 6 & 7
BMP drainage area number: A11 dr2ri72q? Q(W5
Print name:J.B. Dilsheimer
Title:Vice President / Member of DCNC North Carolina I. LLC
Address:2528 Independence Blvd. Suite #104, Wilmington, NC 28412
Phone:[phone]
Date: S ,
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of 01)
, do hereby certify that ]
,0 . personall appeared before me this !
day of and acknowledge the due execution of the
forgoing filter trip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Sea!
Robyn L Dronitslry, Notary Public
Lower Merion Twp., Montgomery County
My Commission Expires Aug. 8, 2011
Member, Pennsylvania Association of Notaries
SEAL
My commission expires l
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

02
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: sw8 080507
2. Project Name: The Villages at Turtle Creek Phases 6 & 7
3. Current Permit Holder's Company Name/Organization: DCNC 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 Zip: 28412
6. Phone:( 910 790 - 9880 Fax: ( )
II. PROPOSED PERMIT TEE / OWNER i 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, LLC
2. Proposed permittee's signing official's name: Todd G.Harrison
3. Proposed permittee's title
Manager
4. Mailing Address:831 East Morehead street suite 750
City: Charlotte State: Nc Zip: 28202
Phone: ( 704 ) Fax: [phone]
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 nam o A or
POA in #1 above and provide name of HOA/POA's authorized representative
The property owner 401
❑ Lessee (Attach a copy of the lease agreement and complete Property nformaUbn on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final appro f��is tran will be
granted upon r eceipt of a copy of the recorded deed)
❑ 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 # sw8 080507 . 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: 2 ,111.22
I,a Notary Public for the State of
County of , do hereby certify that
personally app ared before me this the
fo
day of i ° eA_ , 20 rid acknowledge the due execution of the
re
my hand and, official
seal
aQR A
(Notary Seal)
Evelyn M. Duerr, Notary I
L,;vrar Merino TWP., Monkitne:...� ,
SSW N/® Change Revl5Feb2011

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, Todd G. HarrisonXr&-earz-f� cAO� 3�7t C-Lc— , hereby notify the DWQ that I have acquired
through sale, le a 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)
�j the most recent permit
® the designer's certification for each BMP
® any recorded deed restrictions, covenants, or easements
the D!,^,!Q 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 application p age will be returned as incomplete.
Signature: .- Date: �r� �-
I, , a Notary Public for the State of
County of AkEMk O *&rZJ0s::;, , do hereby certify that
�� �• t�''ruSt�1 personally appeared before me this the
day of kkft-KC- f , 20 I';-, and acknowledge the due execution of the
forgoing i ument. Witnes my hand and official seal,
"OFFICIAL EAU
NOt NOWY Pu6North cerohna
r en
Notary nat e 0 ( Meghan Otte
My Commission e*rss 12�17-2013
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee fisted 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.
IVIN=,
APR 17 2012
SSW N/© Change Rev15Feb2011 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections Il 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:
ZiD:28202
Zip:
Phone: (704) 333 - 3522 Fax: (704) 333 - 3527
Email: [e-mail]
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 S 143-215.6.
Signature of the property own t, Date: 3 /Y //Z
k7ls , a Notary Public for the State of
6'f'�UNA— , County of ���� , do hereby certify that
-TAW 6 - ++A1ZCASZ)0 personally appeared before me this the
day of �'Yl. , 20 12-, and acknowledge the due execution of the
forgoing ins ment. i ess y hand and official seal,
Notary ure ,�M�
rnv
Meghan Kw is
My Commission expires 12-17-201 S
All 17 2012
BY:.----- --
SSW N/O Change Rev15Feb2011 Page 4 of 4

Permit No. Sty l5U xC)S(0 /
(to be provided byDWQJ
OHO, W AIFR,Q
A! MA STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /it) must be printed, filled out and submitted along with aA of the requited information.
I. P00jW IN. mTlM14
Prn ert Name The Villages of Ttda Creek Phase 6. & 7
Contact Person DCNC North Carolina I,,LLC
Phone Number (9.10)790-9880.
Date
Drainage Area Number Drainage Area #1 to Infiltration Basin 6A
I'll. IDES10l '; INPI)tIIA11 00
Site Characteristics
Drainage area 103,199.00 le
Impervious area 68,367.00 fe
Percent impervious 0.57 %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
3.80
in
0.16
in/hr
0.11
fOlsec
2.43
felsec
2.32
felsec
7,211.00 fe
8,243.00 ff
in
fe
fe
fig
fe
Onslow
0.60 irVhr
43.00' fmsl
1.5Q' days
3.00
:1
45.00`
fmsl
46.75
fmsl
5,814.00 `'
ftz
48.00'
fmsl
varies fr
var'es ft
3,632.00 ft�
OK for non -SR waters
OK
OK
OK
Form SW401-Infikration Basin-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Permit No. !S w ,�2 Um S®,-?
(to be provided by D WQ)
Additional Information
Total runoff volume captured by basin
1.99
ac-in
OK
Length of vegetative filter for overflow
50.00 i'
ft
OK
Distance to structure
109.00
ft
OK
Distance from surface waters
2,300.00'r _
ft
OK
Distance from water supply well(s)
3,200.00
ft
OK
Separation from impervious soil layer
2.00
ft
OK
Naturally occuring soil above shwt
2.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y J.i
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Bypass Box
Form SW401-Infikration Basin-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit No.;SWxQ QS��
(to be provided by DWNQ)
i f QU1RED yiEMS CHE��;' FIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
�• S • 1 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
Ldt �, 2. Partial plan 11" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
G •S •7-
3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
orb—
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�o�A'
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C• • Z
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
es Am- Adl
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
jNbrh:
9. A copy of the deed restrictions (if required).
Farm SW401-infiltration Basin-Rev.2 Page 1 of 1 Part III. Required items Checklist, Page 1 of 1

INWA\
Permit No. 5 W 90 �_d 23
(to be provided byDWQ)
XaT �qQ
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM`'
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
ICI pN„i,llNl�I�Ill L:",,,+, a Ilpl, k� t �iIpIL, :I III lul 1. �� "" =F :f' Y1.IllujllI�IIlIplIlIgIIII � dil;l';'+td rlllll IIII
uu�kv�
Project Name The Villages of Turtle Creek ..Phase 647
Contact Person DCNC North Carolina i, LLC'
Phone Number (910.) 790-9880
Date
Drainage Area Number Drainage Area #2 to Infiltration.:Basin 6B
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 2Arhr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume raruired
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
181.,644.00 If
113,977.00 flz
0.63 %
1.50 in
3.80 in
0.16 inlhr
026ft JSFen
6.90 felsec
6.64 ft isec
13,958.00 if
14,537.00 : ft3 OK for non -SR waters
in
fe
fe
fe
fe
Onslow
0.60 in/hr
39_83_ fmsl
2.40 days
3.00
:1
42.00
fmsl
44.90.
fmsl
6,432.00
flz
46.00
fmsl
varies ft
varies tt
3,693.00 fe
OK
OK
OK
Form SW401-Infiltration Basin -Rev 9 Parts I. & H. Design Summary, Page 1 of 2

Additional Information
Total runoff volume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
Permit No. W"ZA(3 a() 5V�
(to be provided by DWO)
3.84:
ac-in
Maximum of 2 acre -inches allowed
50.00
ft
OK
51.00
ft
OK
2,000.00
ft
OK
3,000.00
ft
OK
2.17
ft
OK
2.17
ft
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Bypass Box
Form SW401-Infiltration Basin-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit NoSW �SUkOST�
(to be provided by DWQ)
111. RED lRE;a � E'M5 CHtrCK .I
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided th
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
}S G. 5• 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' cr larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
Pretreatment device.
�Jq S G • S •� 3. Section view of the infiltration basin (1" = 20' or larger) showing;
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
'Errs 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
!AS , vU W 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
fi. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
5 _*4-- 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
CS 5.4m- 1, 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No. J U3 (1C1 SC) <_:�o
(to be provided by DWQ)
�� �ao4 W A TE9pG
1
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
Otis iiz , must be filled out, printed and submitted
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
L PROJI01IRFORMATION
Project Name The Villages of Turile Creek Phase'6 & 7
Contact Person DCNC North Carolina,1, LLC
Phone Number (910);790-9880
Date
.
Drainage Area Number Drainage Area #3 to Infiltration Basin 6C
11. 13E511ON IN, 71X171 .
Site Characteristics
Drainage area
115;231:00`
: if
Impervious area
65,310.00
: ftz
Percent impervious
0.57
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3,80 .::
in
1-yr, 24-hr intensity
0,16
in/hr
Pre -development 1-yr, 24-hr runoff volume
:0.16
/sec
fe/sec
Post -development 1-yr, 24-hr runoff volume
4.75
if/sec
Pre/Post 1-yr, 24-hr peak flow control
4.59
if/sec
Storage Volume: Non -SR Waters
Minimum design volume required
8,068.00
fe
Design volume provided
8;801.00
fe OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
fe
ft3
ft3
fe
ure
7.92 in/hr
39.20 fmsl
days
3.00. ;::.:1
42.00
fmsl
43.75
fmsl
5,8AW
45.00::
fmsl
"-`varies fr
varies ft
4,255.00 ff
OK
OK
OK
Form SW401-Infiftration Basin-Rev.2 Paris i. & II. Design Summary, Page 1 of 2

Permit No. is W 0 U o Us��
(to be provided byDWOJ
Additional Information
Total runoff volume captured by basin
2.22
.: ac-in
Maximum of 2 acre -inches allowed
Length of vegetative finer for overflow
%00...
ft
OK
Distance to structure
15.00 ::' .
ft
OK
Distance from surface waters
1,800.00.
It
OK
Distance from water supply well(s)
2,800.00
It
OK
Separation from impervious soil layer
2.80
ft
OK
Naturally occ uring soil above shwt
2:80 --
tt
OK
Bottom covered with 4-in of dean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y ''''
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Bypass Box
Form SW401-Irfittration Basin-Rev.2 Parts & Ii. Design Summary, Page 2 of 2

Permit No. St 13 Wo'im S 0-7
(to be provided by DWQ)
II( RE LII ITEMS dWCKUST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
LAS G S .1 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement
EA S C-. � _ r& 2- Partial plan 11" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
r� 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
AAS ILA 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C • / • L 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
L` 7. The supporting calculations.
r m' 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
'PAS S 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

(to be provided by DWQ)
�pE WATF9 G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM oy
NCDENR 401 CERTIFICATION APPLICATION FORM' Y
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
., .....I..i �:ryiy r ii� IIN IIII i liIII" " p ' ' gJ I° 'I'tlllllll" IInI °' II9 q P�a�,.y,,,yp
itI101,1.i1 �..,,,d�. 11•j,I'M11'0'LiI1 •:.P57 Ills •.I�IJrIll I� III 441�!I��I:,-}A��
NINnwl I!,! IIIIII .. IIINNIIINNi� :l IL ... ,. L. IJIIIINIIIIIIIN�NNIL.NNINu NIINII�IIN Ih .d.I..4
Project Name The Villages of Turtle Creek Phase 6 & 7
Contact Person DCNC North Carolina 1, LLC
Phone Number [phone]
Date
Drainage Area Number Drainage Area #4 to Infiltration Basin 6D
111 j s" ;i i;i(I�i„ II r. ui I: :a: ..'•�'_'-I'.'4 4'1� flAi f_ ` roWi Ili: I� 'll 'y II q,ii��l. ..,,,,;,e� ; , ; I�I�I=,� ,:I:�II!�±I•;�I-...:�'r+� , .I��,.�i'I i�� �I'.,�I��:.INII�IIII �.IL �.:al"h„u�II�ILItlNlluuulllNullNlh� `I:IhIIIIIIIIIIIIH�Nm l'!I,I
Site Characteristics
Drainage area 95,954.00 fe
Impervious area 59,545.00 le
Percent impervious 0.62 %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
PrelPost 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Solis Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
3.80 in
0.16 in/hr
0,15 I?Isec
4.53 0sec
4.38 itsisec
7,299..00 fe
7,993.00 : fe OK for non -SR waters
in
fe
.fe
fe
fe
Kureb
0.60 in/hr
35.83 fmsl
0.90
days OK
3.00 :
:1 OK
37.90:.::
fmsl OK
39.00::
fmsl
8,283.00
fe
40.50
fmsl
varies. ft
varies ft
6,360.00 f?
Form SW401-Infiltration Basin-Rev.2 Parts 1. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
2.00
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
18.00.
ft
OK
Distance from surface waters
1,300.00 ::
ft
OK
Distance from water supply well(s)
2,800.00
ft
OK
Separation from impervious soil layer
2.00
ft
OK
Naturally occuring soil above shwt
2.00 :::
ft
OK
Bottom covered with 4-in of clean sand?
Y :'
(Y or N)
OK
Proposod drainage casement provided?
..—(Y
or N)
OK
Capures all runoff at ultimate build -out?
Y ... `
(Y or N)
OK
Bypass provided for larger storms?
Y "
(Y or N)
OK
Pretreatment device provided
Bypass Box
Form SW401-Infiltration Basin-Rev-2 Parts I. & II. Design Summary, Page 2 of 2

Permit No.f_-� (L) 5rsw s o
(to be provided by DWQ)
III. REQURE10 ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. ff a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C. S • '6
9- Par5al plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
—
C • s•
3. Section view of the infiltration basin (1" = 29 or larger) showing;
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
Gt
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Lam. S
QJ
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
405
6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
��►-5
`�
7. The supporting calculations.
.n;
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No.is 405
(�
(to be provided byD
OF WATE9
WW
O7
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o m
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be fi7sd out, printed ar►d submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
P11Dd.ECT INF 'I<'1,
Project Name The Villages of Turtle Creek : Phase 6 & 7
Contact Person DCNC North Carolina I, LLC
Phone Number [phone]
Date .
Drainage Area Number Drainage Area #5 to Infiltration Basin 7A
Site Characteristics
Drainage area
78,115 00 :.
7-7
f?
Impervious area
42,115.00 :.
flz
Percent impervious
0.54
%
Design rainfall depth
.1.50 .
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWf elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
3.811; .
in
0.16
in/hr
0.10...:.
ft?/sec
3:05:::.:
fts/sec
2.95
ftslsec
5,304..00 file
6,192.00 file
in
fe
fe
fe
fe
. .............
Kureb'
0.60in/hr
37.33 fmsl
1.50 days
3.00' I'
:1
39.56
fmsl
41.25 ''
fmsl
4,143.00 ""
fe
42.75'
fmsl
varies ft
varies ' ft
3,100.00 ff2
OK for non -SR waters
OK
OK
OK
Form SW401-Infi@ration Basir Rev.2 Parts 1. & 11. Design Summary, Page 1 of 2

Permit No. JW 9a'XU!�0%
(to be provided by DW()
Additional Information
Total runoff volume captured by basin
1.46
ac4n
OK
Length of vegetative filter for overflow
50.00' ''
ft
OK
Distance to structure
15.00' "'
ft
OK
Distance from surface waters
2,000.00
ft
OK
Distance from water supply well(s)
2,500.00
ft
OK
Separation from impervious soil layer
2.17
ft
OK
Naturally occuring soil above shwt
2.17
ft
OK
Bottom covered with 4-in of dean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Bypass Box
Form SW401-Infitration Basin-Rev.2 Paris I. & II. Design Summary, Page 2 of 2

Permit No. S
(to be provided by DWQ)
III. I4EQUI; ITEMS O*dX T1ST ;..,71
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in '.he space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
fj)5 C.S•W
Plans (1" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
G • S • � 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
44S r 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
EAS _ V{k 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
fl}S L.1 . Z 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
LAS 9qA=!E- 7. The supporting calculations.
F�IS 6 - . 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
L16_ �jabrQ,�, 9. A copy of the deed restrictions (If required).
Form SW401-Infittration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of t

Permit No.'::; W �U RCO JCY-7
(to be provided by DWQ)
0� WA
0�
�OG
�OGAMA STORMWATER MANAGEMENT PERMIT APPLICATION FORM a
NCDENR 401 CERTIFICATION APPLICATION FORM.'
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
1. 0E k, ;MFO . -MA..
Site Characteristics
Drainage area
305,617.00 fe
Impervious area
170,036.00 le
Percent impervious
0.56 %
Design rainfall depth
1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
180
in
1-yr, 24-hr intensity
0.16
in/hr
Pre -development 1-yr, 24-hr runoff volume
0.39
fe/sec
Post -development 1-yr, 24-hr runoff volume
6.66
ft"Isec
Pre/Post 1-yr, 24-hr peak flow control
6.27
felsec
Storage Volume: Non -SR Waters
Minimum design volume required
. 21,039.00
fe
Design volume provided
24,700.00
fe
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
fe
Post -development 1-yr, 24-hr runoff
fe
Minimum volume required
fe
Volume provided
fe
Soils Report Summary
Soil type
Mandarin
Infiltration rate
6.41
in/hr
SHWT elevation
38.50
fmsl
Basin Design Parameters
Drawdown time
0.10
days
Basin side slopes
3.00
:1
Basin bottom elevation
41.00
fmsl
Storage elevation
42.50
fmsl
Storage SA
17,776.00:
L' fe
Top elevation
45.50
fmsl
Basin Bottom Dimensions
Basin length
varies
ri
Basin width
varies '
ft
Bottom SA
15,172.00'_
i.e
OK for non -SR waters
OK
OK
OK
Form SW401-Infiftration Basin-Rev.2 Pails I. & II. Design Summary, Page i of 2

—Mdlitiorial Information
Total runoff volume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
5.69..
ac-in
50.00
ft
25:00
ft
2,200.00.
ft
2,600:00
ft
2.50 :.
ft
2.50 :::.
ft
Y:... ;,:,
(Y or N)
Y -
(Y or N)
Y
(Y or N)
Y
(Y or N)
Bypass Box
Permit No. 5 W On,( SV
(fo be provided by DWQ)
Maximum of 2 acre -inches allowed
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-In iRration Basin-Rev.2 Paris I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
lip, R .00A 011VO CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
f�• 6 G • S •y 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
. S. 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
zo C • S, Cl 3. Section view of the infiltration basin (1' 20' or larger) showing:
Pretreatment and treatment areas, and
- Inlet and outlet structures.
f� 5 4. A table of elevations, areas, incremental volumes &accumulated volumes to verify the volume provided.
2 _ rA- 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C .1. Z. 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
�4 7. The supporting calculations.
5"4rn8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
ZAG 5A&. LCE 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

A25A
Permit No. 6�QkU 50:7
(fo be provided b Dy DWQ)
OF WATE9
�G
y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
1. PR0JEi4T'.(0 RKIN
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
11. 1DESIWJNF0RMi#, l.. ,
Site Characteristics
Drainage area
124,600.00''-
f?
Impervious area
72,387.00'»>-
f?
Percent impervious
0.58
%
Design rainfall depth
1.50 _
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.80
in
1-yr, 24-hr intensity
0.1.6
inlhr
Pre -development 1-yr, 24-hr runoff volume
0.1.5
fOlsec
Post -development 1-yr, 24-hr runoff volume
3!34
f0isec
Pre/Post 1-yr, 24-hr peak flow control
3.19
folsec
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basis � length
Basin width
Bottom SA
8,922.00 f?
8,939.00' f?
in
fls
fl3
fls
fl9
Mandarin
6.57 inlhr
49.00: fmsl
0.10 days
3.00
A
51.00
fmsl
52.50
fmsl
6,676.00
fe
54.50
:. fmsl
varies. ft
variesft
fe
OK for non -SR waters
OK
OK
OK
Form SWA101-Infiltration Basin-Rev.2 Parts I. & H. Design Summary, Page 1 of 2

Permit No.`�.;J --AO�nS-SY-
(fo be pmwded by DWOJ
Additional Information
TOO runoff volume captured by basin
2.35 ''
ao-in
Maximum of 2 acre -inches allowed
L,�ngth of vegetative filter for overflow
50 00 :'.
ft
OK
❑;stance to structure
40,00 :'
ft
OK
c;siarce from surface waters
2 600.00.:.
It
OK
pistance from water supply well(s)
3,000.00
ft
OK
c, f aration from impervious soil layer
2.00..
- ft
OK
pjuraily occuring soil above shwt
2 00
ft
OK
F.,r;om covered with 4-in of clean sand?
Y
(Y or N)
OK
:posed drainage easement provided?
Y
(Y or N)
OK
capures all runoff at ultimate build -out?
Y
(Y or N)
OK
,, �hass provided for larger storms?
Y
(Y or N)
OK
r; treatment device provided
Bypass:'Box
Form SW401-Infiltration Basin-Rev.2 Parts'. & 11. Design Summary, Page 2 of 2

Permit No.3W S(0 X!as0-7
(to be provided by DWG)
Jill. I DIRE ITEMS CHEO"T .
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
_ C.S.Ll
C- 5 .) ®
Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
�7 G O 3. Section view of the infiltration basin (1' 2V or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
the 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
LOS o!Lr-� 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
jt�- C _ 1 " Z. 6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
I�L) 7. The supporting calculations,
IV-
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
rZ 4.b 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by DWQ
W WAIF9
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
KDENR 401 CERTIFICATION APPLICATION FORM '
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
.DCN:C North Carolina I; LLC
(910):790-9880'
Drainage Area #8 to Infiltration Basin 71)
li DE , N OFQRMA, TION . : •
r .
Site Characteristics
Drainage area
104,231.00'
ftz
Impervious area
58,86200' '
fe
Percent impervious
0.56
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3,80
in
1-yr, 24-hr intensity
0.16
inlhr
Pre -development 1-yr, 24-hr runoff volume
0.13
0sec
Post -development 1-yr, 24-hr runoff volume
..::: 2.86
if/sec
Pre/Post 1-yr, 24-hr peak flow control
2.73
ftslsec
Storage Volume: Non -SR Waters
Minimum design volume required
:.: 7,273.00
Its
Design volume provided
7,434.00
Its OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
fts
Post -development 1-yr, 24-hr runoff
fe
Minimum volume required
tts
Volume provided
Its
Soils Report Summary
Soil type
Mandarin
Infiltration rate
6.56
inlhr
SHWT elevation
49.00
fmsl
Basin Design Parameters
Drawdown time
0.10
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
51.00..:
fmsl OK
Storage elevation
52.50::
fmsl
Storage SA
5,583;00
fe
Top elevation
:54.50 ';
fmsl
Basin Bottom Dimensions
Basin length
varies ''
tt
Basin width
::'.varies ::''
ft
Bottom SA
:::4 343.00I'
fe
Form SW401-Inf1tration Basin.-Rev.2 Parts I. & H. Design Summary, Page 1 of 2

Permit No 5W 63'20SO-7
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
:::.1.97
ac-in
OK
Length of vegetative filter for overflow
WOO:.: :
' ft
OK
Distance to structure
21.00. ''
ft
OK
Distance from surface waters
: 2,700.00
ft
OK
Distance from water supply well(s)
3,20000
ft
OK
Separation from impervious soil layer
2100 :.::
It
OK
Naturally occuring soil above shwt
2:00 :.:
" ft
OK
Bottom covered with 4-in of dean sand?
MY
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y :' .. ',
(Y or N)
OK
Bypass provided for larger storms?
Y ::
(Y or N)
OK
Pretreatment device provided
Bypass Box
Form SW401-Infitration Basin-Rev.2 Parts I. & U. Design Summary, Page 2 of 2

Permit No. S(J 01jS pF7
(to be provided by DWG)
[14, REQUIRED ITEPS CHEMA11 b>
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
F�FS
G. S.1-(
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
A'
4AS
- Pretreatment device.
L-S.1 �7
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
)I—
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
��
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
-
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
f S
orY
7. The supporting calculations.
—6-M;94b
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
LPS
L
JN' m: i}GJ
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by DWQ)
A'A
ir v_�2oF WAr�9Ov
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM o
INFILTRATION BASIN SUPPLEMENT
This form must be 1~,iled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
FAR r Inkill 1O$ -
Project Name The Villages of Turtle Creek Phase 6 & 7 .'
Contact Person DCNC North Carolina I, LLC
Phone Number [phone]
Data
Drainage Area Number Drainage Area #9 to Infiltration Basin 7E
1. DIESION INFORMATION:
Site Characteristics
Drainage area
58,484.00 ftz
Impervious area
32,387.00 ftz
Percent impervious
0.55 %
Design rainfall depth
1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Solis Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
380
in
0.16 ''
inmr
0.10
fi%ec
2.28:
felsec
2.18
felsec
4009.00 fe
4,281.00 ft
in
fe
fe
fe
fe
Leon
5.71 inmr
45.50fmsl
010. days
3.00'
:1
49A
fmsl
50.60'''
fmsl
3106.00'
if
51.75 ..
fmsl
varies ft
varies'' ft
2,.194.00 f?
OK for non -SR waters
OK
OK
OK
Form SW401-Infikration Basin-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Permit No.:51W RO Y507
(fo be provided byDWQ)
Additional Information
Total runoff volume captured by basin
1.10
ao-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
3200
ft
OK
Distance from surface waters
3,200.00
ft
OK
Distance from water supplywell(s)
3;700A0
ft
OK
Separation from impervious soil layer
3.50
'= ft
OK
Naturally occuring soil above shwt
3.50 `
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Bypass Box
Form SW401-Infiltration Basin-Rev.2 Parts !. & H. Design Summary, Page 2 of 2

Permit No-45W 8 00 0 7
(to be provided by DWQy
10. -REQURED RTR S CHECKit
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
i+,; 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
�• 1 ! 2. Partial plan (1' = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
L. S. ( 3. Section view of the infiltration basin (1' = 2V or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
SAS 0
q*,-4-4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Z--
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
�tr
7. The supporting calculations.
p <.A^"!,
8. A copy of the signed and notarized operation and maintenance (0&M) agreement
.rt7 p, , 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required items Checklist, Page 1 of 1

fi�".Qk
IOWA
ATA
0�
WDENR �
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This Corm must be completely filled out, pdr►ted and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
1. IKOJECT 1WOOINATIOK
Project name The Villages at Turtle Creek Phase 6 & 7
Contact name DCNC North Carolina 1, LLC
Phone number [phone]'
Date May 8, 2008
Drainage area number Drainage Area #1 fromBypass
IL DSIG 11+FR FIOIV"
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before Infiltration Basin 6A- Infiltration Basin holds 10yr Storm Event
Drawdown flow from the BMP 1.04 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
fe
Do not complete this section of the worksheet.
Impervious surface area
ftz
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C Coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cfs
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 1 0-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cfs
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50.00
ft
Width of dense ground cover
ft
Width of wooded vegetation
ft
Total width
50.00
ft
Elevation at downslope base of level lip
45:20 I'
fmsl
Elevation at top of bank of the receiving water
45.00
fmsl
Slope (from level lip to to top of bank)
0.40
% OK
Are any draws present?
N
: (Y or N) OK
Level Spreader Design
Forebay surface area
sq ft No forebay is needed.
Feet of level lip needed per cfs
13
ft/cfs
Answer `Y" to one of the following:
Length based on the 1 in/hr storm?
N
(Y or N)
Length based on the 10-yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y
(Y or N)
Design flow
104 ';
cfs
Is a bypass device provided?
Y
(Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip 13,00 ft
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
0
------------
M
y
B
' 1
M
#VALUE!.
•
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and It. Design Summary, page 2 of 2

Il r t�ult h TM�CW'PKLi0T
Please indicate the oaqe or elan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
G.S . 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
G • s, 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
s G.S 3. Section view of the level spreader (1" 20' or larger) showing:
Underdrain system (if applicable),
- Level lip,
Upslope channel, and
- Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present,
G • % Z 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
� "`• � 7. A copy of the signed and notarized operation and maintenance (O&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

_ OF WATF9
OG
f
ACDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely tilled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
IL DESIGN INF RM$T14
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before Infiltration Basin 6B- Infiltration Basin holds 10yr Stomt Event
Drawdown flow from the BMP 0.22 '' cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
ftz
Do not complete this section of the worksheet.
Impervious surface area
le
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cis
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
5000..
ft
Width of dense ground cover
ft
Width of wooded vegetation
ft
Total width
50.00
ft
Elevation at downslope base of level lip
41.40
fmsl
Elevation at top of bank of the receiving water
41.20
fmsl
Slope (from level lip to to top of bank)
0.40
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
sq ft No forebay is needed.
Feet of level lip needed per cis
13
ft/cfs
Answer "Y" to one of the following:
Length based on the 1 In/hr storm?
N
(Y or N)
Length based on the 10 yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y
(Y or N)
Design flow
0.22
cis
Is a bypass device provided?
Y
(Y or N) OK
Form SWA01-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip ; :MOO: ft #VALUE!
Are level spreaders in series? ..N(Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
1 _i
*------------
TR
♦ B
(Y or N)
(Y or N)
ft
ft
::...... .... .:. .
ft
cis
® 1
-----------�
M
Form SW401-Level Spreader, Fiker Strip, Restored Riparian Butner-Rev.5 Parts I. and II. Dcsign Summary, page 2 of 2

Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
Ags C 1. Plans (1" - 50' or larger) of the entire site showing:
- Desian at ultimate build -out.
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM, and
- Boundaries of drainage easement.
41- C J" _ 2. Plan details (1" = 30' or lamer) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
�S
yy
Z
3. Section view of the level spreader (1" = 20' or larger) showing:
Underdrain system ('rf applicable),
- Level lip,
Upslope channel, and
Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
� _
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
jFA"J
k"k-
6. The supporting calculations.
rjaS
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
1� S
r►�
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer•Rev.5 Part III, page 1 of 1

STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submiffed.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name
Contact name
Phone number
Date
Drainage area number
i
rde'Creek Phase6&7
lina I; LLC
from Bypass
M�MlGk INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass BeforeInfiltration' Basin 6C-Infiltration Basin holds 10yr Storm Event
Drawdown flow from the BMP 1.05 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 1 0-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bion:tention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Do not complete this section of the worksheet
le
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
%
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
cis
Do not complete this section of the worksheet.
min
inlhr
Do not complete this section of the worksheet.
cfs
Do not complete this section of the worksheet.
(Y or N)
N....:. (Y or N)
N::::::.: (Y or N)
Y ..:. (Y or N) Please complete filter strip characterization below.
. 50A0:::
ft
it
It
50.00
It
41.40 '"
fmsl
41.20
fmsl
0.40
%
N
(Y or N)
sq ft
13 ft/cfs
N
(Y or N)
N
(Y or N)
Y
(Y or N)
1.05
cfs
Y
(Y or N)
OK
OK
No forebay is needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and H. Design Summary, page 1 of 2

Length of the level lip 13.00'' !'!: ft #VALUE!
Are levy spreaders in series? .:N. (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
1 i----------
M
B
(Y or N)
(Y or N)
ft
. ft
ft
ft
cfs
---/---- 1
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts 1. and II. Design Summary, page 2 of 2

Ili R 0! JJ J � I` 1115 CHECFI;LItT
Please indicate the Daae or elan sheet numbers when; the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the proiect. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
_ 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
�:a'S ti• S. O 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
4�is C.5.12-
MS
3. Section view of the level spreader (1" 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

ATg�QG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, pnrded and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass BeforeInfiltration Basin 6D_ Infiltration Basin holds 10yr Storm Event
Drawdown flow from the BMP 0.11 cis
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
Do not complete this section of the worksheet.
Impervious surface area
fe
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cis
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N " (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (If applicable)
Width of grass
50.00'
I' ft
Width of dense ground cover
ft
Width of wooded vegetation
ft
Total width
50.00
ft
Elevation at downslope base of level lip
38.00
fmsl
Elevation at top of bank of the receiving water
37.80
fmsl
Slope (from level lip to to top of bank)
0.40
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
sq ft No forebay is needed.
Feet of level lip needed per cfs
13
filcfs
Answer "Y" to one of the tollovang:
Length based on the 1 in/ hr storm?
N
(Y o; N)
Length based on the 10-yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y
; (Y or N)
Design flow
0.11
cis
Is a bypass device provided?
Y
(Y or N) OK
Form SW401-Level Spreader, Finer Strip, Restored Riparian Buffer-Rev.5 Parts 1. and II. Dosign Summary, page 1 of 2

Length-ofthe level lip 13.00 it
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland? (Y or N)
Does the channel enter the stream at an angle? (Y or N)
Dimensions of the channel (see diagram below):
M It
B ft
W
'ft
y tt
Peak velocity in the channel during the 10-yr storm cis
Channel lining material
1 i-------------
y
--------------i 1
M
M
B
#VALUE!
Form SW401-Level Spreader, Finer Strip, Restored Riparian Buffer Rev.5 Parts 1. and H. Design Summary, page 2 or 2

)fl.. Fti=QU1l E ITEMS ONECK IST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
1. Plans (1" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
_ Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
G .S • U 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
'EAS
3. Section view of the level spreader (1" = 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
� ,
�• �• L.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
Ate!?c�
6. The supporting calculations.
X&S
tXA6:044
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
B. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
If. [ * INFO
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before Infiltration Basin 7D- Infiltration Basin holds 10yr Storm Event
Drawdown flow from the BMP 0.84 cis
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 1 0-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter ship or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cis
Answer "Y" to one of the following:
Length based on the 1 irdhr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Do not complete this section of the worksheet.
ftz
Do not complete this section of the worksheet.
ff
Do not complete this section of the worksheet.
%
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
cis
Do riot complete this section of the worksheet.
min
inlhr
Do not complete this section of the workshest.
cis
Do not complete this section of the worksheet.
N (Y or N)
N . (Y or N)
N... (Y or N)
Y:::. (Y or N) Please complete filter strip characterization below.
50.00 '
ft
ft
ft
50.00
it
50.70
fmsl
50.50
fmsl
0.40
%
N
(Y or N)
sq ft
13 fticfs
iv
jr or iv)
N
(Y or N)
Y
(Y or N)
I: 0.84'
................
cis
Y
(Y or N)
OK
OK
No forebay is needed.
OK
Form SW401-Level Spreader, Flier Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

L&Idth of the level lip 13.00 : It
Are level spreaders in series? N (Y or N)
Bypass Channel Design (If applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
0
------------
M
i B i
#VALUE!
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

F Ik. REQUIRE ITEM GHQ I(UgT
Please indicate the oaae or olan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
G-IT S G• 5• O 2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
- Design at ultimate build -out
LIP 3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
Downslope filter fabric.
Aj I/n�
J�
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
}
G • i • Z-
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
Gf�A�M•o
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�S
bens b
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev_5 Part III, page 1 of 1

ITEM
MCDENR
t/Iot wnrkq
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name
Contact name
Phone number
Date
Drainage area number
les at7urtle.Creek Phase fi & 7 .
firth Carolina f, LLC
988Q.,
108
Area #9 from Bypass
PL b6lGIN'INFOMIMFor Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before Infiltration Basin 7EwIniltration Basin holds 10yrStorm Event
Drawdown flow from the BMP 0.11 cis
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
ftz
Do not complete this section of the worksheet.
Impervious surface area
fe
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cis
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N::. (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50.00
ft
Width of dense ground cover
ft
Width of wooded vegetation
ft
Total width
50.00
ft
Elevation at downslope base of level lip
48.90
fmsl
Elevation at top of bank of the receiving water
.:: 47.90
fmsl
Slope (from level lip to to top of bank)
2.00
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
.:..:: "
:. sq ft No forebay is needed.
Feet of level lip needed per cis
13
filds
Answer "Y" to one of the following:
Length based on the 1 inlhr storm'?
N''
(Y or N)
Length based on the i 0-yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y.
(Y or N)
Design flow
0.11
cfs
Is a bypass device provided?
(Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5
Parts I. and It. Design Summary, page 1 of 2

Lengn'ofthe level lip 13.00 ft #VALUE!
Are level spreaders in series? N ' (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
. ..... ........... .
(Y or N)
(Y or N)
,.. .. . ft
ft
ft
ft
cfs
w
1
--------------�
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

11 i fl 2r G STEM G LIST;
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. if a
requirement has not been met, attach justification.
Pagef Plan
Initials Sheet No.
1. Plans (l" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROM, and
- Boundaries of drainage easement.
l C�6. It 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
- Design at ultimate build -out.
[Z 3. Section view of the level spreader (1' = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
-1 A 4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
_ 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
i45a�i 6. The supporting calculations.
J LX IK 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

A�.
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must oe compieteiy fitted out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I. PROJECT INFCPJRATION
Project name The ` i lages at Turtle Creek '' Phase G & 7
Contact name DCNC North Carolina I, LLC''
Phone number [phone]:
Date Maya, 2008 .I
Drainage area number Drainage Area #5 from Bypass
For level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before Infiltration- Basin 7A- Infiltration Basin holds 10yr Storm Event
Drawdown flow from the BMP 0.06 cis
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity,10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cis
Answer `''Y` to one of the following:
Length based on the 1 in/hr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Do not complete this section of the worksheet.
ftz
Do not complete this section of the worksheet.
fl
Do not complete this section of the worksheet.
_ %
Do not complete this section of the worksheet.
_
Do not complete this section of the worksheet.
cis
Do not complete this section of the worksheet.
min
In/hr
Do not complete this section of the worksheet.
cis
Do not complete this section of the worksheet.
N (Y or N)
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
50.00
'' ft
ft
ft
50.00
ft
39.70 >
' fmsl
39.60
fmsl
0.20
%
N
(Y or N)
sq ft
13 ft/cfs
N
(Y or N)
N
(Y or N)
Y
(Y or N)
0.06
cis
Y
(Y or N)
ON
No forebay is needed.
OK
Form SW401-Level Spreader, Finer Strip, Restored Riparian Buffer-Rev.S Parts I. and II. Design Summary, page 1 of 2

Length of the level lip 13.00 ''' :. ft
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
t �a
*------------
M
B
M
#VALUEI
Form SW401-Level Spreader, Finer Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

Ili. REQUIRED ITEMI71. Ki[ IST
Please indicate the page or plan sheet numbers where the sunnortina documentation can be found. An incomolete submittal nackane will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
_ G• ay 1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
e� 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
�.5 . I Z 3. Section view of the level spreader (1" 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
• �. Z 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
AS Q o9:6. The supporting calculations.
EAS ii `am m.Ala i 7. A copy of the signed and notarized operation and maintenance (O&M) agreement.
r7 s�► e,G 8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITErVIS (NEXT WORKSHEET)I
L DEMON IN . � ,.
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before lInfiltration Basin 7B-Infiltration Basin holds 1OyrStorm Event
Drawdown flow from the BMP 0.24 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 1 0-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cis
Answer "Y" to one of the following:
Length based on the 1 in/hr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Do not complete this section of the worksheet
if
Do not complete this section of the worksheet.
fe
Do not complete this section of the worksheet.
%
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
cis
Do not complete this section of the worksheet.
min
in/hr
Do not complete this section of the worksheet.
cis
Do not complete this section of the worksheet.
N..
..: (Y or N)
N. (Y or N)
N: (Y or N)
Y: (Y or N) Please complete filter strip characterization below.
...... ....... .
50.00
it
It
It
50.00
It
40.50
fmsl
39.90
fmsl
1.20
%
N
(Y or N)
sg ft
13 ft(rls
............ ...........
N
(Y or N)
N
(Y or N)
0.24 ::.
cuss
Y
(Y or N)
OK
OK
No forebay is needed.
OK
Form SW401-Level Spreader, Filter Strip, Rostored Riparian Buffer-Rev.5 Parts I. and It. Design Summary, page 1 of 2

,Length of the level lip 13.00 ft
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
..... ft
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
#VALUE!
• W •
M
i B i
0— 1
M
Form SVV401-1-evel Spreader, Finer Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

111. I EQ IREiJ ITENIS CRIECKLIF
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
LAS C. 5xL 1. Plans (1" - 59 or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROM, and
Boundaries of drainage easement.
MS C- 5, 1— 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build-out.
S
C • S . / Z
3. Section view of the level spreader (1' 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
LA,;
UP —or
6. The supporting calculations.
6A6rh c ,
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
.Su?�
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Suffer-Rev.5 Part III, page 1 of 1

AW
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
Tins ►orm must be compfefely filled out, printed and submitted
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
a. rryw�y� n+ervivne�A�v�,. - l
Project name The Villages at Turtle Creek Phase 8 8 7
Contact name DCNC North Carolina I,.LGC
Phone number (910)', 790-9880'
Data May 8, 2008
Drainage area number Drainage Area #7 from Bypass
ye. 1G�11 F ,
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bypass Before Infiltration Basin7G7nfiltration Basin holds 10yr 5tgrm Event
Drawdown flow from the BMP 0.18 cis
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
if
Do not complete this section of the worksheet.
Impervious surface area
fe
Do not complete this section of the worksheet.
Percent Impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cis
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (If applicable)
Width of grass
50.00. ',
ft
Width of dense ground cover
ft
Width of wooded vegetation
ft
Total width
50.00 :.:'
: ft
Elevation at downslope base of level lip
50.60..
fmsl
Elevation at top of bank of the receiving water
50.60
fmsl
Slope (from level lip to to top of bank)
0.00
% OK
Are any draws present?
N' '
(Y or N) OK
Level Spreader Design
Forebay surface area
sq ft No forebay is needed.
Feet of level lip needed per cis
13
fticfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
N
(Y or N)
Length based or. the 10-yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y
(Y or N)
Design flow
0.18
cis
Is a bypass device provided?
Y
(Y or N) OK
Form SW401-Level Spreader, Flier Strip, Restored Riparian Buffer-Rev.5 Parts 1. and n. Design Summary, page 1 of 2

Length df the level lip _ 13`00 ft
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
#VALUE!
W
•
ri
M
M
B
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and IL Design Summary, page 2 of 2

jli. RECIU1 0 I"%EM60ECALIS '
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
C. Spy 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROAN), and
Boundaries of drainage easement.
rAr
2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
f-AS C.S.1 Z
N-lam
3. Section view of the level spreader (1" 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

6LA3Fs6g0 SO-7
Hiah Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the 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 engineered 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, J & fl-14-wmar , 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 iot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality under
NCAC 2H.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
them.
4. The covenants pertaining to stormwater may 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 take place without the concurrence
of the Division of Water Quality.
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 parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, it the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below.
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the fight -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
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of t e stormwater collection system. Lots that will naturally drain into the system are
not required top these additional measures.
Signature: Date:-
0-muxyl a Notary Public in the
State of ���.i 1�{ 1, County of ,
do hereby certify that. ,Q Ili L personally appeared
before me this the day of Rau, , 20,0, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
will
02
• -
My Commission 7expires
•
SEAL
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L Dronitsky, Notary Public
Lower Marion Twp., Montgomery County
My Commission Epires Aug. 8, 2011
Form DRPC-3 Rev.1 Page 1 of 1 Member, Pennsylvania Association of Notaries

MAXIMUM IMPERVIOUS SURFACE AREAS FOR BUILT UPON AREAS OF RESIDENTIAL
LOTS (SF)
LOT #
MAX. IMPERV.
SURFACES
LOT #
MAX. IMPERV.
SURFACES
LOT #
MAX. IMPERV.
SURFACES
LOT ##
MAX. IMPERV.
SURFACE(SF)
221
1
267
tow �
� 313
1,600
359 •
- -
222
1,700
2
.,, I'm
314
1,600
,30
269
i ,600
� �
1,
361
1,600
1,950
270
1,600
�10
1, 0
362
1,600
225
1,700
271
1,600
317
1,600
363
1,600
226
1,700
272
1,600
318
1,600
364
1,600
227
22
1,700
273
274
_ 14w-
1 1,850
319
320
1,600
1,600
8
1 M--
1 ••
a
275
1,600
1100
367
1,600
230
1,700
276
1,600
2
368
1,600
231
1,700
277
1,600
323
1,600
369
1,600
232
1,700
278
1,600
324
1,600
1,
233
1,700
i
1V
325
1,600
3
2360
1,8
3u2
1,85
372
1,600
}
i
281
1,600
i 7
1
373
i
236
1,700
282
1,600
328
1,600
4
];
237
1,700
2.;
1.Ma
329
1,600
375
1,600
238
1,700
1.850
330
1 -
376
1,600
239
1.95D
285
1,600
331
18w
7
1'
240
1,850
286
1,600
332
in
1:
241
1,600
287
1,600
333
1,600
379
1,600
242
1,600
.... 1,
1
380
1,600
243
1,600
1 '
381
1,600
244
1,600
290
1,600
t336
1,600
1,291
1,600
Tmn
3
1 0
384
1,600
247
1,600
293
1
1,600
385
1,600
248
1,600
294
1,600
340
1,600
386
1,600
249
1,600
295
I'm
341
1,600
387
1,600
280
+,85b
1 296
1
342
1,600
38.;
.sw
251.
1 850
297
1,600
343
t 050
1.8m
252
1,600
298
1,600
1,S50
390
1,600
253
1,600
299
1§M
345
1,600
391
1,600
254
1,600
300
1, ....
346
1,600
392
1,600
255
1 850
301
1,600
347
1,600
393
1,600
256
1 850
302
1,600
348
1,600
-394
1;
257
1,600
303
1.8m
1, 0
m
1,
258
1,600
304
1,
0
t 0
396
1,600
259
tl 850
305
1,600
351
1,600
397
1,600
260 ,.
1,850
306
1
352
1,600
398
1,600
261
1,600
307
1
353
1,600
399
1,600
262
1,600
308
1,600
4
1,050
400
148b
1,850
309
1,600
1 $50
1
l
�4
1,85Q
310
1,600
356
1,600
402
1,600
265
1,600
311
IW.
357
1,600
'I ,
266
1,600
312 j
1,41W
358
1 1,600
_u
NOTE 1: AVG. SF PER LOT IS APPROX. 1,717 SF
(314,200 SF TOTAL 1183 LOTS = -- 1,717 SF)
NOTE 2: TOTAL BUA FOR END LOTS INCLUDES 62' L X 24' W BUILDING ENVELOPE, PLUS 10' WIDE
DRIVEWAY SECT ION, UNLESS ^vTHERWISE NOTED. TOTAL BUA FOR INSIDE UNITS LOTS
INCLUDES 62' L X 20' W BUILDING ENVELOPE, PLUS 10' WIDE DRIVEWAY SECTION, UNLESS
OTHERWISE NOTED. CURB IS NOT INCLUDED IN BUA.
NOTE 3: LOTS 221-239 ALONG TURTLE CREEK BLVD HAVE INCREASED BUA DUE TO THE
DRIVEWAY LENGTH
j1E C E I V ED
MAY 12 200e
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