SW8081114_CURRENT PERMIT_20120712

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 081\\4
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
0 21 O-I l2
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
BRAN WRENN
Director
July 12, 2021
NORTH CAROLINA
ErtrhagmenW Quatfty
Developer/Owner
Crosswind Development, Inc. / PC Residential, LLC
Attn: William H. Wynn
2550 Capitol Drive, Suite 105
Creedmoor, NC 27522
Subject: Permit Rescission
State Stormwater Management Permit No. SW8 081114
Hampstead Commons
High Density Subdivision Wet Detention Pond Project
Pender County
Dear Mr. Wynn:
Reference is made to your request for rescission of the subject Stormwater Management Permit received on
January 4, 2021. Staff of the Division of Energy, Mineral & Land Resources (DEMLR) in the Wilmington
Regional Office has confirmed that this permit is no longer required because this permit has been replaced by
permit number SW8 210102 issued by the Division on July 12, 2021.
Therefore, in accordance with your request, Stormwater Management Permit No. SW8 081114 is rescinded
effective immediately.
If it would be helpful to discuss this matter, please contact Steve Posey in the Wilmington Regional Office at
[phone].
Sincerely,
CAI�V
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
DES\sgp: \\\Stormwater\Pertnits & Projects\2008\081114 Inactive\2021 07 rescind 081114
Enclosure: Permit Recission Request Form
cc: Josh Spiegel, Vice President of LGI Homes —NC, LLC
Brandon Miller, PE — Withers and Ravenel, 219 Station Rd., Suite 101, Wilmington, NC 28405
Pender County Planning Department
Wilmington Regional Office Stormwater Permit File
m ®� ��� North Carolina Department of Enviromnental Quality I Div¢ion of Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
910.796.7215

Permit Number:
(to be provided by DGVQ)
Drainage Area Number:
Wet Detention 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches! ,i�
Coastal County). Records of operation and maintenance should
location and must be available upon request. FEB 0 2 20V
Inspection activities shall be performed as follows. Any problem tat are found shall
be repaired immediately. BY:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention 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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
revent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
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 to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
the basin surface.
with pest',V, �� tistwgvh.�
� ", `�''
FEB 0 2 2017
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment,
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(/111 in the blanks)
Sediment Removal .20 I Ple anen Pool
Elevatio i
Form SW401-Wet Detention Basin O&M-Rev.4
----------------- Volume
Bottom
Permanent Pool Elevation 26
Sediment Removal Elevation 22
19 -ft Min. -----------------------------
------------
Sediment
Bottom Elevation 21
Storage
FOREBAY
MAIN POND
� p
' FEB 0 2 2017
Page 3 of 4
Storage

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:Hampstead Lifestyle Center
BMP drainage area number:
Print name: >-Q � Y r^y Jo ---J
Phone: `( 1 (1 - 5`1 % - 37F1
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.
1, Madi San {a• 90 /t Z a Notary Public for the State of
MY l� 62rd1ino.- , County of T-)-e`161 e tr do hereby certify that
Jf f -C S fa uGl U i P, personally appeared before me this
day of Fe►bP ayV 20 11 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements.
seal, GOW) P"? k V apt
SEAL
My commission expires 09/�%�Z� 2 i
T—
Witness my hand and official
ECEIVE
FEB 0 2 2017
BY:
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

Permit Number.
(to be provided by DWQ)
Drainage Area Number:
Wet Detention 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment. 10
0
After the wet detention pond is established, it should be inspected once \month 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 should be kept ' a know/ et�
location and must be available upon request. \R _
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 wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

r'
Permit Number:
(io be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Determine the sou b ))
problem: soils, hy� ogy�disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to, e�s ish the
ground cover if a soil tee indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1756.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 22.0 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 24.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
24.0 1
-----------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 26.7
Pool
Sediment Removal Elevation 22.0 Volum
---------------------. ------
Bottom Elevation
MAIN POND
7g2ECEr
Nov 1 8 2010
Page 3 of 4
BX-_—
1-ft
Storage

• 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. l agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projec( name:Hampstead Lifestyle Center
BMP drainage area
Print name:Jeffrey J. Beaudoin
Address:PO Box 538 Hampstead NC 28443
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, G4P ry S •'? '', a Notary Public for the State of
b pl j� �i� "'ti , County of PSI 4"Ve'r do hereby certify that
Tc. _t-av • 3e.,. � v� personally appeared before me this 4
day of Ndvo 2& 10 , and acknowledge the due execution of the
seal,
wet detentiotAbasin maintenance requirements. Witness my hand and official
NOTARY
PuBUG
Nov 19 ZM
SEAL
My commission expires 041t 5I2WO f
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number: J/G`�G�d F//1 el
be provided by DWQ)
Drainage Area Number:
Wet Detention 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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 wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention 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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Forth SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number: $ W g 6 S 1 114
(to be provided by DWQ)
Drainage Area Number: I
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
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 pesticide is used, wipe it on
the plants rather than s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
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 to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50 % of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number: S1,4)9 091114
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1756.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.2 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.2 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 27.2
Sediment Removal a. 24.0 1 Pe anen Pool
---------------- Volume Sediment Removal Elevation 22.0 Volume
Elevatio 2.10 -ftMm.----------------------------------------
Bottom ------
Sediment Bottom Elevation 2L0 I I-ft w/"
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number: 5y 8 b 81 (1 H
(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:Hampstead Business Park
BMP drainage area number:
Print name:Jeff Beaudoin
Address:PO Box 538, Hampstead. NC 28443
Note: The legally responsible parry 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
wo✓fit C'ar'oftrw County of ft �"Je✓ , do hereby certify that
&0,4CL0tri personally appeared before me this
day of NJrW e. vt joey- ��and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
isREBECCA A. GREEN
NOTARY PUBUC
NEW HANOVER COUNTY, N.C.
My Cammissbn Ezplres 33.2009
QCAr
My commission expires "
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number: _.:� 'Fegy///
(to be provided by DWQ)
Drainage Area Number: I
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 splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any 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 e 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 time 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
Quality local Regional Office, or the
outlet.
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: .5LJ $ 0& 11 / I
(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:Hamostead Business Park
BMP drainage area number:
Print name:Jeff Beaudoin
Address:PO Box 538, Hampstead, NC 28443
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.
,, rr r I , a Notary Public for the State of
NDkl l Omo IttL , County of N&o +ta>7oVe-r— , do hereby certify that
personally appeared before me this
day of , wool, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
REBECCA A. GREEN
NOTARY PUBLIC
NEW HANOVER COUNTY, N.C.
�..s My Commissm Expires 3-3-2009
cc Ar
My commission expires wurre�h �OGti
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

DEMLR USE ONLY
Date Received
BIMS esci sion Date
Permit Number
la al
o
NC DEQ Division of Energy,, Mineral and Land Resources
STATE STORMWATER:
PERMIT RESCISSION REQUEST FORM
ONLY for when the permittee of record wishes to rescind an existing State Stormwater Management Permit due to
one of the options below. The permittee must complete, sign and submit this original form to the appropriate
DEMLR Regional Office, which can be determined by locating the project on the interactive online map at:
http y/deg. nc. gov/contact/reaional-offices.
1. State Stormwater Permit Number: S W 8 081 1 14
2. Project name: Hampstead Commons
3. ® I am the current permittee of the permit to be rescinded. (if you are not the current permittee, either the
current permittee must complete this form or you must apply to transfer the permit and receive
approval before you can apply to rescind the permit).
4. Rescission options (select only one response below)
® a. This project has been or will be replaced by a separate permit issued by the Division.
❑ If the new permit number has been assigned: SW
4
® If a new permit number has not been assigned, the proposed facility name: Southwater Village
❑ b. This project has not been constructed and there are no future plans to do so under this approval. I
understand that any vested rights or prior authorizations are forfeited based on this request.
❑ c. This project has received approval from the City of Wilmington under their post -construction ordinance
which includes and covers both the previously approved construction under the State permit, and all
subsequent new construction. A copy of the new permit issued by the City of Wilmington must be
submitted along with this form.
❑ The permit / approval number issued by the City of Wilmington:
❑ I acknowledge and understand that this delegated local government may impose stricter design
requirements for the existing part of the project.
❑ I acknowledge that this delegated local government may assess annual fees for its stormwater
permits. For comparison, the State charges $505.00 to transfer a permit or to modify a ermit, and`e
$505.00 every 8 years to renew a high -density permit. `C E I �Y Ei
Signature requirements for the named signing official representing the current permit holder must t le
requirements listed in NCAC 02H.1040(1). FAN U 4 2021
William Wynn the current permittee, am submitting thisBl4uo"
rescind the above -listed stormwater permit. I attest that this request for a permit rescission is made with the full
knowledge and understanding of the above -listed facts. I understand that the subject state stormwater permit will not
be rescinded until a copy of the permit issued by the delegated local government is submitted to DEMLR, or the
replacement permit - is issued, or it
is confirmed that the project has not been constructed.
Signature: t rXA o.. / 7 1,/1/rh ✓r Date: d
a Notary Public for the State of
County of do hereby certify that
personally appeared before me this the
day of (jam -� zr4. ,1 20_.Zo , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature:
t�
My commission expires
(Notary Seal)
NATHAN M.GARREN
Notary Public
North Carolina
Durham County
Stormwater Permit Rescission Request Form Page 1 of 1 March 14, 2019

Permit No Syvp u/11
(to be provided by DWQ)
tied triangles at the upper right hand comer indicate design comments
Please complete the yellow shaded items.
TA
NCDENR
�op VIA
TF9OG
coy
� r
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION 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.
Project name
Contact person
Phone number
Date
Drainage area number
Drainage area
1,243,638 ftz
Impervious area, post -development
584,746 ft'
%impervious
47.02 %
Design rainfall depth
1.5 in
Storage Volume: Non•SAWaters
Minimum volume required
73,537 ft'
Volume provided
95,304 ft'
Storage Volume: SA Waters
1.5• revel(
ft'
Pre -development 1-yr, 24-hr runoff
ft'
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3
Peak Flow Calculations
Commons
Aaron T Beckner, P E
OK, volume provided is equal to or in excess of volume required
Is the pre/post control of the lyr 24hr storm peak flow required?
N Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unidess)
Rainfall intensity 1-yr, 24-hr storm
inmr
Pre -development 1-yr, 24-hr peak flow
ft3/sec
Post -development 1-yr, 24-hr peak flow
ft'Isec
Pre/Post 1-yr, 24-hr peak flow control
ft'/sec
Elevations
Temporary pool elevation
26.75 fmsl
Permanent pool elevation
26.00 first
SHWJelevation (approx at the perm. pool elevation)
nla fmsl
Top of egetated shelf elevation
26.0. fmsl
Bottom of vegetated shelf elevation
25 00 fmsl
Sediment cleanout, lop elevation (bottom of pond)
2200 fmsl
Sediment cleanout, bottom elevation
21.00 fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
—16-8imsl OK
Surface Areas
�XZ - fir
Area, temporary pool
129,679 ftZ
Area REQUIRED, permanent pool 65,540 ft
CA ff7j7�
SEALi�
043620
i9 ••.!('GINEFFi��
9�90 T I BE���
ECE..Fx �4
FEB 9 ti 201) C
BY:
Form SW401-Wet Detention Basin -Rev 901181U Parts I. & 11 Design Summary, Page 1 of 2

(l
J
Permit No.
(to be provided by DWD)
If. DESIGN INFORMATION
SA/DA ratio
Area PROVIDE(p, permanent pool, Ap,,, .l
Area, bottom -LYA"egetaled shelf, A,, ,Mn
Area, sediment cleanoul, lop elevation (bottom of pond), Abwl w
Volumes
Volume, temporary pool
Volume, permanent pool, VP..l
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SA/DA Table Used?
Mountain/Piedmont SA/DA Table Used?
SA/DA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp.m.l
Area provided, permanent pool, Apermy .l
Average depth calculated
Average depth used in SA/DA, d„, (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided, pe(�,manenl pool, Ap„j
Area, bottom oflBf4vegetaled shelf, Aye, a,en
Area, sediment cleanoul, top elevpplion (bottom of pond), A,,,,
"Depth" (distance b/w bottom of�$fCShelf and lop of sediment)
Average depth calculated
Average depth used In SAIDA, d„, (Round to down to nearest 0 5ft)
Drawdown Calculations
Drawdown through onfice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak Flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of fiowpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is.
124,465 ft' OK
93,065 ft'
80,070 ft'
95,304 ft3 OK
448,805 fl'
91,675 ft'
20.4% % OK
90 %
Y (Y or N)
(Y or N)
5 27 (unitless)
N (Y or N)
448,805 ft'
124,465 ft'
ft �Need'9'It71rm—
ft
Y (Y or N)
124,465 ft'
93,065 ft'
80,070 ft'
3.00 It
3.20 ft
3.0 ft
Y (Y or N)
6.00 in
�in2
060 (unitless)
0.25 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
4.78 ft'/sec
67.63 ft'/sec
0.47 ft'/sec
2 35 days
c
6 :1
6.0 it
3 :1
30:1
Y (Y or N)
>1 ft
N (Y or N)
Y (Y or N)
Y (Y or N)
PUMP
OK
OK
\vltllllll/// /
`��� �N
S
a SEAL �'• —
043620 =
GINEE.
o/V �iIBEG\��\.
OK, draws down in 2-5 days.
OK
*ram ECERFE"
I K�,e�e 5l>QIj,Jannth
OK FEB 14 2011
OK
OK BY:
OK
OK
OK
Form SW401-Wet Detention Basin -Rev 9-4/18/12 Parts I & 11 Design Summary, Page 2 of 2

1 i Permu No.-5 W 9 081114
sqr (to be pmv ed by DWQ)by DVVQ)
I.,
�Or<)F WAr!Fg
TANCNR o�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM ,
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Required Items Checklist (Part Ilq must be printed, filled out and submitted along with all of the required information
. PROJECT INFORMATION
'roject name Hampstead Business Park
Contact person
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
2120/2009
PE
Drainage area
1,197,901 e
Impervious area, post -development
594,878 ftz
%Impervious
49.66 %
Design rainfall depth
15 in
Storage Volume: Non -SA Waters
Minimum volume required
ft'
Volume provided
it,
Storage Volume: SA Waters
1.5'runoff volume
74,411 it'
Pre -development 1-yr, 24-hr runoff
18,717 ft' #REFI
Post -development 1-yr, 24-hr runoff
186,027 ff3 #REFI
Mlmmum volume required
167,310 ft3
Volume provided 170,524 ft'
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
3.8 in
Rational C, pre -development
0.20 (unifless)
Rational C, post -development
0.57 (uni8ess)
Rainfall intensity 1-yr, 24-hr storm
0.16 iNhr OK
Pre -development 1-yr, 24-hr peak flow
0 88 ft'Isec
Post -development 1-yr, 24-hr peak flow
2.51 ft'Isec
Pre/Post 1-yr, 24-hr peak flow control
1.63 ft'Isec
Elevations
Temporary pool elevation
28 85 fmsl
Permanent pool elevation
27.20 fmsl
SHWT elevation (approx. at the perm. pool elevation)
2718 first
Top of 1 Oft vegetated shelf elevation
27.70 foist
Bottom of 10ft vegetated shelf elevation
26 70 foist
Sediment deanout, top elevation (bottom of pond)
2200 fmsl
Sediment cleanout, bottom elevation
21.00 fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp pool?
N (Y or N)
Elevation of the top of the additional volume
28.9 first OK
Fonn SW401-Wet Detention Basin -Rev 5
Parts I a 11 Design Summary, Page 1 of 2

tjc
Permit No S W g o O' (I q
(to be pmwded by DWp)
II, DESIGN INFORMATION
Surface Areas
Area, temporary pool
109,472 flT
Area REQUIRED, permanent pool
51,150 it'
SAIDA rate
4 27 (unitless)
Area PROVIDED, permanent pool, A., r,y
91,244 ft'
OK
Area, bottom of 10ft vegetated shelf, A,,�
84,598 ft'
Area, sediment cleanout, top elevation (bottom of pond), A.
46,558 ft'
Volumes
Volume, temporary pool
170,524 ft'
OK
Volume, permanent pool, Vr,,,,, o,,,
350,519 ft3
Volume, forebay (sum of forebays if more than one forebay)
67,569 ft3
Forebay % of permanent pool volume
19.3% h
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
4.27 (unless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp,,,�
it
Area provided, permanent pool, A ,,,,_,�
it,
Average depth calculated
it
Average depth used in SAIDA, d,,, (Round to nearest 0 51t)
it
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,,,,�
91,2441t'
OK
Area, bottom of 10ft vegetated shelf, &,,,,n
84,598 ft'
OK
Area, sediment cleanout, lop elevation (bottom of pond), A,,.
46,558 t'
OK
"Depth" (distance btw bottom of 1 Oft shelf and top of sediment)
4.70 it
OK
Average depth calculated
4.13 it
OK
Average depth used in SAIDA, d,,, (Round to nearest 0 511)
4.0 It
OK
Drawdown Calculations
Drawdown through onfice?
Y (Y or N)
Diameter of orifice (if circular)
5.00 in
Area of onfice (if -non -circular)
in
Coefficient of discharge (Cm)
0.65 limitless)
Driving head (H,)
167 it
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C,)
(unitless)
Length of weir (L)
it
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
0.71- "rt3lsec
OK
Past -development 1-yr, 24-hr peak flow
2.51 ft'Isec
OK
Storage volume discharge rate (through discharge orifice or weir) 0.49 ft3lsec
OK, draws down in 2-5 days.
Storage volume drawdown time 4.10 days Drawdown time varying from expected value by more than a half day.
Check calculation.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10 0 ft
OK
Length of towpath to width rate
3 1
OK
Length to width ratio
23 1
OK
Trash rack for overflow 8 orrice?
Y (Y or N)
OK
Freeboard provided
1.4 it
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
DK,p,{3GAB9!MIW.%ggV&JR_p699Tergenc,es
MECHANICAL PUMP

S�BD�/// �f
ATn
NCDENR
pF WATFA
�60% y
Off,
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
Dale
Drainage area number
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak now from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak now from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bloretention cell?
To a mulched biorelention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Hampstead Business Park
Garry S. Pape, RE
910-256-9277
November 10, 2008
1
Wet Detention Pond
0.49 cfs
fly
ft2
cis
min
inthr
cis
(Y or N)
(Y or N)
(Y or N)
(Y or N)
Infiltration Area
Width of grass
ft
Width of dense ground cover
ft
Width of wooded vegetation
it
Total width
it
Elevation at downslope base of level lip
fmsl
Elevation at top of bank of the receiving water
fmsl
Slope (from level lip to to top of bank)
%
Are any draws present?
(Y or N)
Level Spreader Design
Do not complete this section of the worksheet
Do not complete this section of the worksheet
Do not complete this section of the worksheet
Do not =plate this section of ere worksheet
Do not complete this section of the worksheet.
Do not =plate this section of the worksha it.
Do not complete this section of the worksheet.
Do not complete this section of the worksheet
Forebay surface area
sq it No forebay is needed
Feel of level lip needed per cis
fUcfs
Answer 'Y" to one of the following
Length based on the 1 inlhr storm9
(Y or N)
Length based on the 10-yr storm?
(Y or N)
Length based on the BMP discharge rate9
Y (Y or N)
Design flow
0.49 cis
Is a bypass device provided?
Y (Y or N) OK
WALUEt
Forth SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I and 11 Design Summary, page 1 of 2

Length of the level lip
` Are level spreaders in series?
13.00 ft
N (Y or N)
#VALUE!
S5w S o<s ((('1
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 •
------------
M
i B
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I and 11 Design Summary, page 2 of 2

SW$ D81/fy
III. REQUIRED ITEMS CHECKLIST 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 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 • j
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.
't
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 (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.
4\L)
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.
,tCA61
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

Gr aingclCce\5 I*.),
High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold. 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, Jeffrey J. Beaudoin , 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 outparcel or
future development area:
1. The following covenants are intende t ur ngoing compliance with State Stormwater
Management Permit Number ` as issued by the Division of Water Quality
under the Stormwater Management Regulation .
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.
9
5.
:3
8.
9.
10.
11.
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.
Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # BUA
35,000
44,000
Outparcel # BUA
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines 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.
The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
Built -upon area in excess of the permitted amount will require a permit modification.
The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit prior to construction.
The project and each outparcel will maintain a 30** foot wide vegetated buffer between all
impervious areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-2 Rev.2 05Nov2009 Page t of 2

r
i.
High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
I, parr �
State of oij
do hereby certify that
before me this the _
the due execution of 1
My Commission
Nev11 a Notary Public in the
)yew 11 N -� , County of 9aMaCACX-
se'�
3.
';
personally appeared
day of
Ak�✓e p- !''r
20 W , and acknowledge
foregoing instrument. Witness my hand and official seal,
O4(13/ZOIS-
r10TAgy
jOUBLIG
Form DRPC-2 Rev.2 05Nov2009 Page 2 of 2

;r T6,0-16 a9c
Use the following deed restriction statements in the signed document and in the permit if a
high density commercial project wants to require each lot to provide its own BMP.
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 0 }� f��/ , as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
G. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. 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.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. In lieu of a common Best Management Practice to be shared by all of the lots,
the declarant has opted to require each owner of an individual lot to provide an
engineered stormwater Best Management Practice (BMP) that is sized to store
and treat the runoff from that lot and from any offsite drainage onto that lot, per
the applicable North Carolina Stormwater rules found in NCAC 21-1.1000, or SL
2008-211 or SL 2006-246.
g. The owner of each lot must submit a stormwater management permit
application to the NC Division of Water Quality and receive a permit prior to any
construction on the lot.
h. At a minimum, all runoff on the lot must drain into the permitted system. This
may be accomplished through one or a combination of one or more of the
following: providing roof drain gutters which direct runoff into the system;
grading the lot such that the runoff drains into the system; and/or grading
perimeter swales which capture and direct runoff into the system. Any drainage
entering the lot from the road right-of-way must be treated in the lot's proposed
BMP. Any other drainage entering the lot from outside the lot's property
boundary, can be rerouted around the lot's proposed BMP. If the other offsite
drainage is not rerouted, it must be accounted for in the lot's proposed BMP.
/ �j� //�� NOV 2 2 2010
(Signed) '1` M / yGG�!/ ` — Y.
JeffreeyJ. 13eaudoin — Owner —
(Date) 01 l/7Z 110
1, G4 Yvt S. PQ a Notary Pdlic of the County of NCW �LQVY( State of North Carolina,
hereby cerlify that �� J. `Lk wc6appeared personally before me this day and being duly
sworn acknowledged that the abbve form was executed by him.
001111nB7Rt/pdz � t�.
notarial seal, this %i2day of NOWN `er 12010
P %
NpTAlgy
Notary
SEAL
PUBLIC 2
My commission expires
agl�slao�s

High Density Residential Subdivisions
if Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, 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, Jeff Beaudoin, 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:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8081114 , as issued by the Division of Energy, Mineral and Land
Resources under the Stormwater Management Regulations.
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 Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is See below 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:
(Tract A Subdivided)
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. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
'50 foot for projects located in the 20 coastal counties.
8. 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 provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009
=CEIVt:
FEB 022017
BY:
Page 1 of 2

Ii
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: 4/ // k4f e k-• .-41-- Date:
i, m.o o i ) ti. p a I ps , a Notary Public in the
State of Nor CQYounG-- County of P{H[leK
do hereby certify that ' 4e o u do; n personally appeared
before me this the day of Fe bmn 20 1- , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Si�Lre
My Commission expires 01 l07 12Z a I
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

«B»
In accordance with Title 15 NCAC 21-1.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial 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, 7c" Be44 do.'n , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants Ta pe recorded prior to the sale of any lot
within the project known as Amp.),lra- Bno:n,� K�.k
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number J`W8 O 8 f I I �^ , 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 See A4gcbe•kquare feet. {OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
e, ee�t C'Clneat
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 provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. A 50' wide vegetated buffer must be provided adjacent any impounded structures, streams,
rivers and tidal waters on eac lot. No built -upon area is allowed within this buffer.
Signature: Date: 3-2-1- 09
I, t tiro w nJ ,1, a Notary Public in the
State of Y)uy+- n Cr. rd i, . L County of nP cJ --we.R-
do hereby certify that Je �i �3 te., rl personally appeared
before me this the a-)"C` day of VMurcA , 20 Dc , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
ems"" C
Signature
TA y
My Commission expires 0 5 �02/ Orj