SW8070435_Current Permit_20120516

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Govemor Director
May 16, 2012
Todd G. Harrison, Manager
Turtle Creek 37, LLC
831 East Morehead Street Suite 750
Charlotte, NC 28202
Subject: Name Change / Ownership Change & Permit
The Villages at Turtle Creek Phases 4 & 5
Stormwater Permit No. SW8 070435
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 070435 has been transferred on May 16, 2012, and shall be effective until
September 18, 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 modified 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
Internet: www.nmatLrquality.org
An Equal Opportunity 1 Afflnnadva Acton Employer
No thCarolina
Ady,r lly

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 rely,
for Charles Wakild, P.E., Director
Division of Water Quality
GDS/dwc: S:1WQS\Stormwater\Permits & Projects120071070435HD12012 05 permit 070435
cc: J.B. Dilisheimer
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 070435MOD
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 4 & 5
Intersection of NC 210 and Lodge Hall Road, Surf City, Pender County
FOR THE
construction, operation and maintenance of two 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 modification revises Permit No. SW8 070435, issued September 18, 2007
as follows:
1. Adjusts the drainage area and for the infiltration basins.
2. Revises the allocated built -upon -area.
3. Adjusts the infiltration basin design
Please replace the previously approved plan set with the set of plans approved with this
permit modification.
This permit shall be effective from the date of issuance until September 18, 2021 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 94 lots, each allowed a maximum amount of built -upon area as
indicated in Section 11.15 and Attachment A of this permit.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 2 of 9

Permit Number Fr 6 -7 Q h 5r/(o, 1)
(to be provided bT DW
Drainage Area Number: LI A
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
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
The main treatment area
A visible layer of sediment
-spraying.
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.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:5 W 0 Q 7 0 �L 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 4 & 5
BMP drainage area number:Drainage Area #1 to Infiltration Basin A
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:(910) 790-Mad
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
-P , County f, do hereby certify that
personally appeared before me this VU
day of ., 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 Merlon Twp., Montgomery County
My Commission E)Ores Aug. 8, 2011
Member. Pennsylvania Association of Notaries
SEAL
My commission expires b
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number -16J3� #-'?6
(to be provided by DW
Drainage Area Number: Z
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
ap able .
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:
Potentialproblem:
How I will remediate theproblem:
The forebar
Sediment has accumulated
Search for the source of the
and reduced the depth to 75 %
of the original design depth.
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.
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
snravinv-
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
growing in the main
Remove the plants by hand or by
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.
immediate) .
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-
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:S W 2 Q 7 Q q 3S #- 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
BMP drainag
Print name: J.B. Dilsheimer
Title: Vice President / Member of DCNC North Carolina I LLC
Address: 2528 Independence Blvd. Suite #104 Wilmin-aton 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.
I, a Notary Public for the State of
, County o maLhw , do hereby certify that
I6. f I'MCiOP-e— personally appeared before me this Mh/
day of Q,Q" , 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 Merlon Twp., Montgomery County
My Commission Expires Aug. 8, 2011
Member, Pennsv1-Fmi? Association of Notaries
SEAL
My commission expires (� 0
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: ( �(' Q 3S (A'41
(to be provided b 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
(if applicable)
The flow splitter device is
clogged.
Unclog the conveyance and dispose
of anysediment off -site.
The flow splitter device is
damaged.
Make any necessary repairs or
replace if damage is too large for
i 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
lip
The swale is clogged with
sediment.
Remove the sediment and dispose
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
i There is erosion around the
end of the level spreader that
Regrade the soil to create a berm
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
Contact the NC Division of Water
damage have occurred at the I
outlet.
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:51'-5 6 a`]0 q -35 rn c5b
(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 4 & 5 f
BMP drainage area number:Drainage Area #1 from Bypass Box / 11 A
Print name:J.B. Dilsheimer
Title:Vice President / Member of DCNC North Carolina I, 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.
a Notary Public for the State of
County of do hereby certify that
personally a peared before me this
day of , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Robyn L. Dronitsky, Notary Public
Lower Merton Twp., Montgomery County
My Commission E)tres Aug. 8, 2011
Member, PennsylVznla Association of Notaries
SEAL
My commission expires R12-_(11
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

IAJPermit Number:']&J8 0-7 oq 35
(to be provided by DWQ)
Drainage Area Number: 4
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 the roblem:
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 any sediment off -site.
The flow sputter 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
lip
The swale is clogged with
sediment.
Remove the sediment and dispose
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 I
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
Contact the INC Division, of Water
I Quality local Regional Office, or the
i
I
outlet.
401 Oversight Unit at 919-733-1786. j
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number 0 U q a 5 f (- )
(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:Villaizes at Turtle Creek Phase 4 & 5
BMP drainage area number:
Print name:J.B. Dilsheimer
Title:Vice President / Member of DCNC North Carolina I, 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.
a Notary Public for the State of
, County of do hereby certify that
personally Qpeared before me this
day of and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires D 1
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

WNW
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 07N345
2. Project Name: The Villages at Turtle Creek Phases 4 & 5
3. Current Permit Holder's Company Name/Organization: oCNC North Carolina 1, LLC
4. Signing Official's Name: J.13. Dilsheimer
5. Mailing Address: 2528 Independence Blvd., Suite 104
Title: Vice President
City: Wilmington State: NC Zip: 28412
6. Phone: 910 790 - s880 Fax: (_�
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
® Name change 'of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
® Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: Turtle Creek 37, 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: LZQ4J 333-3522 Fax: ( 704 )333-3527
5. New Project Name to be placed on permit:
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
® The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner lnformationo
page 4) : A d s W
❑ Purchaser (Attach a copy of the pending sales agreement. Final approv this trinpt lllill
granted upon receipt of a copy of the recorded deed) ppR
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev15Feb2011 Page 1 of 4 g�:�

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.
1, Maury Johnson , the current permittee, am submitting this application
for a transfer of ownership for permit # sws 0704s5 . 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 11 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 11 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:
I, &EL ti/ a Notary Public fort ` a e
County of , do hetpvertify that
pers Wally app ared before me th�s�the
Ivy, day of , 201-Z-! and acknowledge the due exe'gion of the
forgoi instrume . Witne my hand and official seal, (Notary Seal)
^�.�ij�ll�JE@v'JI'Rl..bhr OF ^i:._�rayu�t'P�4C^"' �
No Si ature R'�rialseal
Ever; cj�. Doerr. Notary Puh;lo
i ower Merlon limp., k ome ;
tty Ccfnm:salon Exo�ros JUr� °
SSW N/O Change Revl 5Feb2011 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed'Permittee for all transfers of ownership)
1, Todd G. Harrison 3°7,,.6L - , hereby notify the DWQ that I have acquired
through sale, lease of legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
® the most recent permit
® the designer's certification for each BMP
® any recorded deed restrictions, covenants, or easements
® the DWQ approved plans and/or approved as -built plans
® the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and. I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this applica io package will be returned as incomplete.
Signature: Date: r�-
I, *Lk Ll f'hv � U , a Notary Public for the State of
YO Ot ' County of wif um - gl, do hereby certify that
m n � • ��� personally appeared before me this the
day of n/1 , 20 \,':A , and acknowledge the due execution of the
forgoing instrument. Witness my and and official seal,
al(N osy F C orb CaaroLnna
Not r re County of Mecklenburg
Meghan Knolls
My Commission expires 12-17-201 S
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the properly 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.
APR 17 2012
SSW N/O Change Revl 5Feb2011 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name: Todd G. Harrison
Organization: Turtle creek 37, LLC
Title within the Organization:
Manager
Street Address: 831 East Morehead Street. Suite 750
City: Charlotte
Mailing Address:
City:
State: NC
(if different from street address)
State:
Phone: (704) 333 - 3522 Fax: (704) 333 - 3527
Email: [e-mail]
Zip:28202
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NC 143-215.6.
a
Signature of the property owner Date:
a Notary Public for the State of
1y1�� County of _ Ki U N 960(a=, do hereby certify that
G •ym personally appeared before me this the
day of KWA, 20�z , and acknowledge the due execution of the
al seal,
Gary)FEW
M
Carolina
-it Meddenburg
,ieinan Knotts
My CommitWon mOres 12-17-2013
"OFFICIAL SEAL"
Notary PuWio, NorMi Carolina
County of Meddenburg
Meghan Knotts
My CommiWon expires 12-17 M13
SSW N/O Change Revl 5Feb2011 Page 4 of 4

,5\_4 1-U7,31f 36 YYbD
A
.�Adr JA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This forlin must be compidely filled ou4 printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)i
ME, EMII
MAN vffilar.0119 wm,�:,XSII w
Project name
The Villages atTUrtle Creek. . Phase 4 & 5 .: ... ........... ..
.. . . .......... . .
Contact name
DCNC North Carolina .l,.LLC:� . . .. .........
Phone number
[phone]:;::i::::':
Date
Aorl 16th, 200S.. . ..... ... .. . .... ...
Drainage area number
Drainage Area #1 from Bypass...
HIM'
IL, MIR,
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Bypass Before Infiltration Basin- Ingtrallion Basin holdslOyr Storm Event
Drawdown low from the BMP
1.00 cis
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
fe Do not compete this section of the worksheet.
Percent impervious
% Do not complete this section of the worksheet
Rational C coeffident
.. .. . . ....... . ... section of thewoft-heet.
Do not complete this sec t
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 low from the I 0-yr storm
cfs Do not compete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed biorelention cell?
To a mulched bloretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Flbr Ship 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 I Whir storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
(Y or N)
N (Y or N)
(Y or N)
Y, (Y or N) Please complete filter strip characterization below.
.... .. . . ... ..
... .... . ..
50.60
—ft
ft
56.00::
ft
30.00...;..:
fmsl
0.00
% OK
N
(Y or N) OK
sq it No forebay is needed.
13
Wds
(Y or N)
N
(Y or N)
(Y -or N)
cls
(Y or N) OK

6,4vzi7 5
Length of the level lip 13 00 it #VALUE!
Are level spreaders in series? N '.' (Y or N)
Bypare 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)
1
--------------
M

SQ�70q'55
I�{�y y, �y,�ryl,y� I/►�I�y �y � I u!ul lreli3111 n p �G II� Nyu n � spy k,p I,I�y�,yy���pp �'� I � III, �i{�i���� p�
ItldUV,'�'C 113���i1�YY�fr"iiI �M'�'A II���� � PSI �Xu� �I r � itiv '�'3� A N I� �Nlp 'Mt711�4�YdiN1119aTII�fltl�.tiG x�mml6Wl�1 n- �u ngmkurd'n�lm P6
IMRImAGIP ITu —f TXFIP Id"li1TNPll
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�{� �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),
Forebay (if applicable),
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
r 2. Plan details (1" = 39 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
k-a=S_ G.�.It.J
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 (O&M) agreement.
8. A copy of the deed restrictions (if required).

5 Z0y3
OF W.ATFR
�O r
_ � y
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
(PROECtIPOWTON
Project name The Villages at Turtle Creek Phase 49 5
Contact name DCNC North Carolina I, LLC
Phone number (910)' 790-9880
Date April,16th, 2008' Drainage area number Drainage Area,#2 from Bypass ...4j
For Level Spreaders Receiving Flow From a BMP
...................
Type of BMP Bypass Before l Infiltration Basin -.Infiltration Basin holds i10yr Storm Event '.
Drawdown flow from the BMP 1.00 I: 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 inlltr 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 cfs
Answer "Y" to one of the following:
Length based on the i Whir 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.
ftz
Do not complete this section of the worksheet.
%
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
cfs
Do not complete this section of the worksheet.
min
inlhr
Do not complete this section of the worksheel.
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.
ft
ft
ft
.38'.00"''''
fmsl
37.50
fmsl
1.00
% OK
N
(Y or N) OK
sq ft No forebay is needed.
13 fticfs
N
(Y or N)
N
(Y or N)
Y :; :
(Y or N)
100
: cis
.............................
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 M00 ft
Are levels readers in series? `::::.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
1 r-----------
M
i B i
M
#VALUE!
Form SW401-Level Spreader, Finer Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

6M7,-,�U);J435
i ,LoREQ 41 IRED l li(S CI EC (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.
Pagel Plan
Initials Sheet No.
c�g
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.
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
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (ff 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.
�-.r—r Z G• �j_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 (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

Permit No. J 5J
(to be provided by DWQJ
Q�OF W ATF9QG
ANIAW 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 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT 11&0Tl:1�11+1
Project Name The Villages ofTurtle Creek Phase 4 & 5
Contact Person DCNC North Carolina I, CLC
Phone Number (910) 790988D;
Date April 10th, 2008;
Drainage Area Number Drainage Area#1 to Infiltration Basin A / _ :
bES IGN (NIF011111111101PF
Site Characteristics
Drainage area
976,425.00 '
ff
Impervious area
:" 408,996 00.
8
Percent impervious
0.42
%
Design rainfall depth
1.50' ''
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3,80
in
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr runoff volume
0.72
fe/sec
Post -development 1-yr, 24-hr runoff volume
1.94
if/sec
Pre/Post 1-yr, 24-hr peak flow control
1.22
-if/see
Storage Volume: Non -SR Waters
Minimum design volume required
52,115.00
if
Design volume provided
54,786.00
if 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
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
in
if
fe
fe
fe
.... ........
'Onsbw : ,
.. 0 60i€€ inthr
.. .......... .. .
2&00i''. fmsl
...... .......
.................. .
170 days
3.00
:1
30.00 ''
fmsl
32.00
:: fmsl
31,018.00`
fe
33 00
fms!
varies ft
varies ft
23 785.00 fiz
............... .
OK
OK
OK
Form SW401-Infiltration Basin-Rev.2 Parts i. & H. Design Summary, Page 1 of 2

Permit Nd cO OZ�
(to be provided by DWQ
Additional Information
Total runoff volume captured by basin
14.35
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
18.50
ft
OK
Distance from surface waters
500.00
ft
OK
Distance from water supply well(s)
1,500.00
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
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y .'
(Y or N)
OK
Bypass provided for larger storms?
A....
(Y or N)
OK
Pretreatment device provided
RipRap with Level Spreader
Form SW401-Infiltration Basin-Rev.2 Parts 1. & II. Design Summary, Page 2 or 2

Permit No.
(to be provided by DWG?)
11L IWQUMD ITEMS AMC
KLl 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.
Page/ Plan
Initials Sheet No.
A— G•S•H
EAS Gam_
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.
4AS 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
&tS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
S �r-f' 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.
,&4 5 G -G.L-( 6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
F 4 15 7. The supporting calculations.
j ffi 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
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

VA
�I1. M101h INFO 111111 0!�'
Site Characteristics
PermitNo�(� 1i ��l ss/il,,01)
(to be provided b;DWQ)
O�'oF warE9Qc
Drainage area
367,895.00
fe
Impervious area
173,485.00 .
Je
Percent impervious
0.47
%
Design rainfall depth
1.50 I'
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
0.34 ''
feisec
Post -development 1-yr, 24-hr runoff volume
0,64
feisec
Pre/Post 1-yr, 24-hr peak flow control
0.30
ft lsec
Storage Volume: Non -SR Waters
Minimum design volume required
21,816.00
fe
Design volume provided
33,279.00
ft" 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
fe
fe
fl3
Mandarin
1.51 in/hr
34.33 fmsl
0.401, days
300
:1
37 00 !
fmsl
3825 'I'
frnsl
29 458 00.il
f(�
39.75 'I
fmsl
varies ft
varies ft
23,833.00 fe
•
•
•
Form SW401-Infiltration Basin-Rev.2 Parts i. & II. Design Summary, Page 1 of 2

Additional Information
Total runoff volume captured by basin
Length of vegetable filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply wells)
Separation from impervious soil layer
Naturally oc curing soil above shwt
Bottom covered with 4-in of dean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
6.01
ac-in
50,00
ft
17.00
ft
1,200.00
ft
21200:00
ft
: 2.33:.:'
ft
2.33
ft
Y:..:
(Y or N)
Y
(Y or N)
.Y
(Y or N)
Y'
(Y or N)
Ria:RaD with Level Spreade
Permit Nov W 6 0-7 Q q .3S (fi(:tD
(fo be provided byDKQ
Maximum of 2 acre -inches allowed
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-InfiRration Basin-Rev.2 Paris I. & II. Design Summary, Page 2 of 2

Permit No. G11J k 0 0
(to be provided by DWQ)
III.. (tED ITETt t tiHfC!' 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.
Pagel Plan
Initials Sheet No.
AEA!&_ C.i•s.44 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.
A S G.-7- f3 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.
LW; C, $ 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
LLB @Oper-
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
RADoc+
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.
Cr�L(
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.
GCS SubM: e o 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
s Sa".' dej 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part Ill. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The villages at Turtle Creek
Contact Person: DCNC North Carolina I, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No. Phases 4 and 5 - A in Drainage Area 4A
(as identified on plans) (from Form SWU--I01)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Onslow
0.60 in/hr in/hr or cf/hr/sf (circle appropriate units)
28.00 finsl (Seasonal High Water Table elevation)
1. 5 inch (1.5 inch event for SA waters, I inch event for others)
40,481 c.f.
1.3 days
Basin Size
varies ft. x
Basin Volume Provided
41,543 c.f.
Basin Elevations
Bottom Elevation
30.00 fmsl
Storage Elevation
31.50 fmsl
Top Elevation
32.50 finsl
varies � = 24,905 sq. , (bottom dimensions)
Forri SWU-103 Rev 3.99 Page I of 3

IiI. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification, if a requirement has not been met.
Applicants Initials
Ea a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
EG b. System is located at least 100 feet from water supply wells.
Ea c. Bottom of system is at least 2 feet above the seasonal high water table.
Bc d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
so e. System is not sited on or in fill material or DWQ approval has been obtained.
EG f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
NA g. Drainage area for the dc:,ice is less than 5 acres.
B° h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
as L System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
EQ k. All side slopes stabilized with vegetated cover are no steeper than 3:1(H:V).
Ec 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
8a m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
EG n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
so o. Flow distribution mechanism within the basin is provided.
g° p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
sa q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
Ea. r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
W s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the pmject is complete and the entire drainage area is
stabilized.
Form 5WU-I03 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
ve.geiated cover to maintain a maximum height of six inches, and remove tmin as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Oyer -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.38 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: J•B• Dilaheimer, Vice President/Member of DCNC North Carolina I, LLC
Address: 2528 rode endence Blvd, Suite #104, Wilmington, NC 26412
Phone: [phone] Date:
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. ]� /� /
k�[�iA'�/U' I �� , a Notary Public for the State of, ' `IVr`l C ara`i'� County of
Ups? H*UY-C� , do hereby certify that j ,[b t t►'v..r personally appeared before me this !�-
day of Zi__Xa09r1, and acknowledge the due execution of the forgoing infiltration basin maintenance reauir ments.
Witness my hand and official seal,
SEAL My commission expires L a- 12 �20�tj
Farm SWU-103 Rzv 3.99 Page 3 of 3

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina r, LLC Phone Number: 910 ) 790- 9880
This worksheet applies to: Basin No.
Phases 4 and 5 - B
(as identified on plans)
in Drainage Area 4B
(from Form SWTJ--101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Mandarin
1.51 in/hr In/hr or Cf/hr/Sf (circle appropriate units)
34.33 finSl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch event for SA waters,1 inch event for others)
34,230 c.f.
0.6 days
Varies ft. X Varies f = 21,772 sal. ft. (bottom dimensions)
47,940 c.f.
36.33 fTnsl
38.25 fmsl
39.50 fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

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

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. Auer every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
orighial design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as'designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads °. A@ feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Titte:.J•B• Dilsheimer, Vice President/Meteber of DCNC North Carolina i, LLC
Note. The lego raponsible party should not be a homeowners assodatlon unless more than 50% of the lots have been sold and a
residwft of the subalvision has been named the piv0dent.
T a L ►ems I ke—1 lm , a Notary Public for the State of NottA cag� County of
do hereby certify that J„ l i rno� personally appeared before me this
49�-
day o 2W-, and acknowledge the due execution of the forgoing infiltrstion'besic. msintc ance requirements.
Witness my hand and official seal,
SEAL My commission axpires G02 I tad o�pll
�i
Form SWU-103 RcY 3.99 Page 3 of 3

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.
1, J.3. Dilsheimer , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
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. 5�0') 0439
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 (at t ache d)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, if 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 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.
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 the stormwater collection system. Lots that will naturally drain into the system are
not required to provi4opese additional measures.
Signature:
DV
a Notary Public in the
State of �92AL j M) , Coun y of -
do hereby certify that �� .1 ,�Ilt�iO personaa appeared
before me this the day of J,QOJ_,� , 20VIL and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Pd -A SEAL
Signaftlee
My Commission expires COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Form DRPC-3 Rev.1 Page 1 of 1 Robyn L. Dronitsky, Notary Public
Louver Marron Twp., Montgomery County
My commission EWires Aug. 8, 2011
Member, Pennsylvania Association of Notaries

S�s��35
TABLE 5.9 MAXIMUM IMPERVIOUS SURFACE AREAS FOR BUILT UPON
AREAS OF RESIDENTIAL LOTS (SF)
LOT #
MAX. IMPERV.
SURFACES
LOT #
MAX. IMPERV.
SURFACES
LOT #
MAX. IMPERV.
SURFACE S
127
3,700
159
3,630
191
3,770
128
3,500
160
3,645
192
3,810
129
3,725
161
3,615
193
4,510
130
3,780
162
4,200
194
5,015
131
3,785
163
3,740
195
4,510
132
3,700
164
3,750
196
3,830
133
3,700
165
3,750
197
3,785
134
3,815
166
3,750
198
3,750
135
4,200
167
3,745
199
4,270
136
3,805
168
3,345
200
3,750
137
3,805
169
3,500
201
3,350
138
3,815
170
3,785
202
3,350
139
3,700
171
3,750
203
3,350
140
3,700
172
3,700
204
3,350
141
3,700
173
3,755
205
3,700
142
4,200
174
4,245
206
3,785
143
3,950
175
3,785
207
3,675
144
3,885
176
3,800
208
3,675
145
3,880
177
3,790
209
3,675
146
3,700
178
3,785
210
3,675
147
4,470
179
3,785
211
3,775
148
3,700
180
3,785
212
3,775
149
3,750
181
3,675
213
3,785
150
3,750
182
3,675
214
3,785
151
4,245
183
3,675
215
4,260
152
3,750
184
3,675
216
3,780
153
3,750
185
3,775
217
3,780
154
3,760
186
3,775
218
3,785
155
3,760
187
4,300
219
3,755
156
3,640
188
3,780
220
3,795
157
3,665
189
3,500
158 3,645 190 3,730
NOTE 1: AVG. SF PER LOT IS APPROX. 3,798 SF
(356,985 SF TOTAL / 94 LOTS = --- 3,798 SF)
NOTE 2: TOTAL BUA FOR EACH LOT INCLUDES 56' L X 55' W BUILDING ENVELOPE, PLUS 18,
WIDE DRIVEWAY (VARYING LENGTHS), PLUS SECTION OF DRIVEWAY WITHIN ROW
(DEPENDS ON LOCATION IN PHASES 4 AND 5), UNLESS OTHERWISE NOTED. SIDEWALKS
AND CURB ARE NOT INCLUDED IN BUA.
NOTE 3: THE FOLLOWING LOTS HAVE RESTRICTED MAXIMUM BUILDING ENVELOPE SIZES
IN PHASES 4 AND 5: LOT 128 (50' L X 55' W), LOT 145 (56 L X 53' W), LOT 168 (48' L X 56 W),
LOT 169 (51' L X 55' W), LO T 189 (56 L X 51' W), LOT 201 (50' L X 56 .N, LOT 202 (5(Y L Y. 55'
W), LOT 203 (50' L X 56 W), & LOT 204 (50' L X 55' W).