SW3141101_CURRENT PERMIT_20150203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE t79 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

,j 1
V�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 3, 2015
Mr. George Alexandris, Vice President
Hutton Growth Salisbury, LLC
736 Cherry Street
Chattanooga, Tennessee 37402
Subject: Stormwater Permit No. SW3141101 Minor Revision
Rowan Summit Shopping Center
High Density Wet Detention Basin Project
Salisbury, Rowan County
Dear Mr. Alexandris:
Donald R. van der Vaart
Secretary
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The Stormwater Permitting Unit received a complete package for the Rowan Summit Shopping
Center project Minor Revision on January 15, 2015. Staff review of the revised plans and
specifications has determined that this minor revision, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We are
forwarding this approval letter to Stormwater Management Permit No. SW3141101 Minor Revision
dated February 3, 2015, for the construction, operation and maintenance of the modified subject
project and the stormwater BMP.
The original permit issuance and expiration dates shall not change and the permit shall be effective
from the original date of issuance until November 24, 2022, and shall be subject to the conditions
and limitations as specified therein, and does not supersede any other agency permit that may be
required. 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 follow the procedures for transfer of 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. Per NCGS 143-215(e) the petition 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.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: htto://portal.ncdenr,org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

Mr. George Alexandris, Vice President
Hutton Growth Salisbury, LLC
Rowan Summit Shopping Center, SW3141101 Minor Revision
February 3, 2015
Page 2
After thirty days from the date of this letter, this project will be kept on file at the NCDENR Division
of Energy, Mineral and Land Resources, Land Quality Section, Mooresville Regional Office,
[phone]. If you have questions after that time, please contact Zahid Khan,
zahid.khan(cilncdenr.gov or Samar Bou-Ghazale, samar.bou-ghazale(a)ncdenr.gov, of that office.
Until that time, if you have any questions or need additional information concerning this permit,
please contact Bill Diuguid at [phone]; or bill.diuguid(a ncdenr.gov.
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., CPM
Director, Division of Energy,
Mineral and Land Resources
cc: NCDENR DEMLR Mooresville Regional Office
Central Files
Stormwater Permitting Unit Files
Attachments

d�1 r iJd �—
zxg
❑ First Submittal GYRe-submittal
�J
Development/Project Name: - 2
Receiving stream name
S JA 3 o r
Application Completeness Review
ate Received: J 3 / Date Reviewed: y Bill Diuguid�
For post -construction requirements, a program will be deemed e
implementing any of the following programs: WS-I, WS-II, WS-II
NSW, Tar -Pamlico River Basin NSW, and the Ragd)eman,4ake
for the areas where it is
HOW, ORW, Neuse River Basin
apply Watershed Nutrient
I Hiqh Density Projects that require a 401/404 within an 'NSW r�iaire 8J,%J6$, 30% TN and 30% TP removal. I
T&E Species (Goose Creek,
Latitude and Longitude:
Project Address:
Engineer name and firm:
Waxhaw Creek or Six Mile
Sheds):
Phone: Fdnail:
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? ❑ Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
❑ BUA
❑ Check for $505.00 included
❑ Original signature (not photocopy) on application
❑ Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
Copy of property deed showing ownership or control
❑ For subdivided projects, a signed and notarized deed restriction statement
resealed, signed & dated calculations
❑ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention. Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
d �Mo sets of sealed, signed & dated layout & finish grading plans with appropriate details
p/ Narrative Description of stormwater management provided
❑ oils report, geotech information provided
iq^etlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
,adjacent property
-/de ails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
imensions & slopes provided
J' Dry age areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
❑ �BMP operation and maintenance agreements provided
p� Application complete ❑ Application Incomplete Returned: (Date)
Comments J` a � .o S P U>1c
April 26, 2013 Revision, Bill Diuguid

Application Completeness Review
SW 3//f / 1 0 /
flzcc
w, First Submittal ❑ Re -submittal Date Received:
Development/Project Name: Rot.sr� Su.a n.
Receivina stream name 1 0W,t1 CieLP-K A-�
Date Reviewed: /I IZ /-I Bill Diuguid 409-
- t-
liver Basin: 57A -1Rrn = 2 _ S-
For post-c nstruction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude:35 37 5'!U — 60 29 /i G/
Project Address: 1004 84/: o F SO Ca
Engineer name and firm: B r2 — < E Si c
Phone: 4Z 3 7TV- SBgJ mail: e
Is the project confirmed to be in the State MSI Stormwater Permit uris action? IrYes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets fd High Density ❑ Other
❑ X011404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
e UA le-5°%o
® Check for $505.00 included
[� riginal signature not photoco on application
Q Legal signatur Cor oration-VP/hi her Partnership -General Partner/higher, LC ember/manager, Agent).
0rCG,C I- D&Ii aF b [ V P_La r "gr�tl
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which .
inE�des the name title mailing address and phone number of the person signing the letter.
@r'_ Copy of property deed showing ownership or control
or subdivided projects, a signed and notarized deed restncuon statement
5� sealed, signed & dated calculations
Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ , Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑rmwater Wetland
rt Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
3
5e'o sets of sealed, signed & dated layout & finish grading plans with appropriate details
"orrative Description of stormwater management provided
ils report, geotech information provided
��r Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
td etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
4o' Dimensions & slopes provided
❑ jlrainage areas delineated ❑ P ious and impervious reported for each ❑Areas of high density
� BMP operation and maintenance reements provided
❑ Application complete Application Incomplete Returned: &Mqy / Sw.ri //1/z (Date)
April 26, 2013 Revision, Bill Diuguid
ce"u-,

Berry EhilnBers,,LLC - - SOUTHERN HERITAGE BANK
3555 Keith. St NW, Suite 109 Cleveland, Tennessee
Cleveland, TN 37312 e7-847(6424 ;
10/30/2014
PAY TO THE R ORDER OF NCDENR $ «"505.00
Five Hundred Five and 00/100«««««««,«.,,.««.,««,.«..«,.«»..«.«,:.«,»«,.«««,,.«.««...........«....,«.«...,,.«,....,««».
DOLLARS I
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Rowan Summit Stormwater permit
111010457111 •1:0642084791: 2027453118
Berry Engineers, I_LC 1 0457
NCDENR 10/30/2014
505.00
RECEIVED
NUV 0 4 2014
DENR-LAND QUALITY
STORMWATER PERM11 TING
Southern Heritage Rowan Summit Stormwater permit 505.00

Cary
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the 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, George Alexandris , 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 within the
project known as Rowan Summit Shopping Center
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5W3/1-f-r'o/ as issued by the Division of Water Quality
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 Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take pyyitO hout the
concurrence of the Division of Water Quality. ". OR
6. The maximum allowable built -upon area per lot is as defined below:
Lot #
Lot Area
(Acres)
BUA (S.F.)
BUA (Acres)
1
1.97
64,350
1.48
2
1.81
59,150
1.36
3
1.33
52,100
1.20
4
1.02
40,200
0.92
5
1.32
51,950
1.19
6, 7, 8
18.85
470,500
10.80
Total
26.30
738,250
16.95
mac, 9yI •. Cny, 90+F,o
A
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.
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. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2

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High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signature:
I, L�2L� L C7�QSCOC�L_ a Notary Public in the
State of Tatr►e-5« County of �41mtr tk CX^
do hereby certify that c SAL �,�c➢t�S personally appeared
before me this the � w day of D�ci e�4K 20_!!L, and acknowledge
the due xecution of the going instrume . Witness my hand and official seal,
• SEAL
Si at e
y mission expires \�G1ASCp�,'f'
�ATe
v wAtM aY�
ppTA
PUgUC
TON
GOJ
Form
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

to?y
Permit Number: SW3/4i°
(to be provided by DWQ)
Drainage Area Number: ,�„
Wet Detention Basin Operation and Maintenance Agreem;$IiA
t
x T
I will keep a maintenance record on this BMP. This maintenance record will be Vt ino, i
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 inte ity o 1 mR'
of structures, safety of the public, and the removal efficiency of the BMP. v tVt.
The wet detention basin system is defined as the wet detention basin, • COP
pretreatment including forebays and the vegetated filter if one is provid9E IVED
This system (check one): NOV 0 4 2014
❑ does ® does not incorporate a vegetated filter at the outlet.
DENR-LAND QUALITY
This system (check one): STORMWATER PERMITTING
❑ 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
detention 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.
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

BMP element:
The inlet device:
swale
The vegetated shelf
Perm it Number: SIN 31 L{-) / D%
(to be provided by DWQ)
Drainage Area Number: �,
or I The pipe is clogged.
The main treatment area
The pipe is cracked or
otherwise damaged.
Erosion is occurring in
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
the
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
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.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number: 5W_3 /* // e21
(to be provided by DWQ)
Drainage Area Number: ,y
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 9 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 9 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 745
736 I Pe anen Pool
------------------- Volume Sediment Removal Elevation 736 Volume
735 -ft Min.
----------------------------- ------------ ------
Sediment Bottom Elevation 735 1-fi r.
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number: 6 h R?1 - /1 O 1
(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:Rowan Summit Shopping Center
BMP drainage area number:
Print name: George Alexandris
Title:Vice President of Development - Hutton Growth Salisbury, LLC
Address:736 Cherry Street, Chattanooga, TN 37402
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, - U tt�t t_ wp�L , a� Notary Public for the State of
'j'tmAey. W_ County of t/e+h,;'o do hereby certify that
Cev�� iS personally appeared before me this
day of d � O( , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seat,
0- GTATB
OF
JENNESM
NOTARY
PUBLIC
SEAL
My commission expires=`b - k
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
do be provided by DWO)
� �
�20F V4A 7FgO
G
NCDENR
!j
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 111) must be printed, filled out and submitted along with all of the required information.
1.81P-ROIECTANFORMATION?3
Project name
I ROWAN SUMMIT SHOPPING CENTER
Contact person
I BEN BERRY
Phone number
1423-790-5880 j
Date
1111140014
Drainage area number
!1
IRDESIGN.INFORMATIONS60w?'.iti
Site Characteristics
Drainage area I 849,4201 fft
Impervious area, post -development I 700,445Ift2
%impervious . 82.46 % /
Design rainfall depthI 1.Ojin t/ /
Storage Volume::N Non -SA Waters ✓//
Minimum.volurlle`equired 56,100,(('
Volume provided ,-,L 2. .iF—P 1 60,800h3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' nmoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the tyr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: l-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1011 vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the lop of the additional volume
Y '(Yor N)
2.8, in
i 0.20�(unidess)
1 0.82(unitless)
37T iNhr OK
2.36 fl3/sec
1.96 ft"'sec
-0.40 ff3lsec
748.50. fmsl
745.00 finsl
745.00'first
745.50 fins'
744.50 fins'
736.00 first
735.00fmsl
1.00 If
N (Y or N)
first
Form SW401-Wet Detention Basin-Rev.94I18112 Parts I. & II. Design Summary, Page t of 2

Permit No.
(to os provided by DWO)
II{DESIGN.INF,ORMATIONa s .120
Surface Areas
Area, temporary pool I 29,054;ft'
Area REQUIRED, permanent pool 198 fl
SAIDA ratio 0.02;(unifless) /
Area PROVIDED, permanent pool, Arpw ; 19,816ifl OK ✓
Area, bottom of 1 Dfl vegetated shelf, A,,,,,1, I 16,8304
Area, sediment cleanouL top elevation (bottom of pond), A.. I 5,5171fl
Volumes
Volume, temporary pool��^•iT7'�.p
Volume, permanent pool, Vrar„
Volume, forebay (sum of forebays if more than one forebay)
Forebay o/ of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V. cool
Area provided, permanent pool, Ara,,,yom
Average depth calculated
Average depth used in SAIDA, d„, (Rand to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Arar,yra
Area, bottom of 1 Oft vegetated shelf, An,,,,e,
r-_-6480Q0s
I 111,0001ff'
I 23,000'fls
20.7%
I 85,%
I N I(Y or N)
I Y (Y or N)
0.02 (unidess)
I N (Y or N)
111,000 fl'
19,816 It'
It
It
I Y (Y or N)
19,816 fl
16,830 fl
OK
OK
Need 3 It min.
Area, sediment cleanouL top elevation (bottom of pond), A. rom
5,517 fl2
'Depth' (distance btw bottom of 10ft shelf and top of sediment)
8.50 It
Average depth calculated I
6.10ifl OK
Average depth used in SAIDA, d„, (Round to down to nearest 0.5f) I
6 OIfl OK
Drawdown Calculations
Drawdown through office?
Diameter of orifice (ff circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Ca)
Driving head (Ho)
Drawdown through weir!
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre development 1-yr, 24hr peak flaw
Post -development 1-yr, 24hr 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 towpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
1 Y '(Y or N)
I 6.00iin
I � in'
1.96 8°Isec
I 1.90 fl'Isec
5,00 days
3 :1
10 :1
10,0fl
3 :1
2.0`:1
Y (Y or N)
1.0 1t
Y (Y or N)
Y (Y or N)
Y (Y or N)
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Wel clansman Basin.Rev.& MW12 Pars I, d 11. Design Summary, Page 2 or 2

C o P V
DEMLRUSEONLY
Date Received
Fee Paid
Permit N tuber
pAppl'icable
Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 h II - Pos Construction
ll that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resoujces
STORMWATER MANAGEMENT PERMIT APPLIC.%ION
This farm may be photocopied for use as an original
I. GENERAL INFORMATION Zy�
1. Project Name (subdivision, facility, or establishment name -should be consistent with project nam n Tans,
specifications, letters, operation and maintenance agreements, etc.): RECEIVED
2. Location of Project (street address):
DENR-LAND QUALITY
City:Salisbury County:Rowan v
3. Directions to project (from nearest major intersection):
Turn south on Julian Road from I-85
Project area is on the right hand side of road before Summit Park Dr.
4. Latitude:350 37' 55" N Longitude:80' 29' 17" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: []Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 30.5 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? []No ®Yes
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing OfficiaYs name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the 12rojec
Applicant/Organizatioln:1-lutton Growth Salisbury,
lis I bury, LLC
Signing Official & TitleiGeorge Akkandris - Vice President of -Development
b.Contact information for person listed in item la above:
Street Address:7M Cherry Street
City:Chhttano6ga Sta,te:TN Z*37402
Mailing Address (if toplkable):736 Cherry Street
City:Chattanooga State;TN Zip:37402
Phone: [phone] Fax:
EmaiL-galdxiLndri&,®Kuftn.buila... .
c. Please check the appropriate box. The applicant listed above is:
El The .propert . y owner. (Skip to Contact Information, item 3a)
El Lessee* (Attach a copy of the lease agreemeni and complete Contact Information, item 2a and 2b below)
Purchaser' (Attach a copy of"the pending sales agreement and complete Contact Information, item 2a and
2b below)
Developer' (Complete Contact Infortridtion, item 2a and 2b below.)
2. a. Prifit Property OWfiei's name and title below, if-yqu are the lessee; purchaser or developer, (This is the
person who owns the property that the project islo&t6d 64);
Property Owner/O
Signing Official I
b. Corktac.t information for person listed in item 2.a above:
Mailing Address (if applicable);
City:
Phone:
State.: Zip:
Fax:
la. (Optional). Print the name and title of another contact -such, as the proieces construction supervisor or other
person who can answer questions about the project,
Other Contact Persoii/Organization:Bbrry Engineers, LLC
Signing Official1 & Title:B I m Berry- President
b. Contact information for person tist6d in item . 3a above'
Mailing Address:3555 Keith Street, Suite 109
City:Cleveland
Phone: (423 '790-5880
Email:ben@bene,ng.ilieers.com
StAbe:TN Zip:37312
Fax:
4. Local jurisdiction for building permits.: Rowan Countv
Point of ContactShane Stewart: Phone.#: (704 216L8588
Form SNVU401 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet Detention Pond
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Yadkin River basin.
4. Total Property Area: 26.3 acres 5. Total Coastal Wetlands Area: N/A acres
6. Total Surface Water Area: N/A acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:26.3 acres
Total project area shall be calculated to exclude the following the normal p001 of imppounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NO) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line ntay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 65
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For lord density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1.
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Town Creek
Stream Class *
C
Stream Index Number *
12-115-3
Total Drainage Area (so
949,608
On -site Drainage Area (sf)
949,608
Off -site Drainage Area (so
N/A
Proposed Impervious Area** (so
738342
Im ervious Area** total
78%
:Im ervious":".Surface'Aiea . -
Drainage Area 1:
Drains e Area �,,
Drains e Area
Drains e'Area _
On -site Buildings/Lots (so
150,700
On -site Streets (so
N/A
On -site Parking (so
395,878
On -site Sidewalks (so
24,058
Other on -site (so
N/A
Future (so
167,706
Off -site (sf)
N/A
Existing BUA*** (so
N/A
Total (so:
738,342
* Stream Class and Index Number can be determined at: http.,Ilportal.ncdeiir.orMyebAvqZpslcsiilclassiflcations
h yyervious area is defined as the built upon area including, but not litnited to, buildings, roads, parking areas,
sidewniks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union Count v:Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.or¢/web/wo/ws/su/bmo-manual.
VL SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
fit!p://Rortal.ncdenr.org/web/wg/­ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/­ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htW://portal.ncdenr.org/web/wq/ws/su/statesw/forms
does.
1. Original and one copy of the Stormwater Management Permit Application Form.
Initials
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
�—
Form. (if required as per Part V11 below)
3. Original the Supplement Form(s)
of applicable (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit
J C
application processing fee of $505 payable to NCDENR. (For an Express review, refer to
J
http:/ /www.envhelp.org/pages/onestopexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
��
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the lh
mile radius on the map.
7. Sealed, dated
��
signed and calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
7D-3
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished Floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required). J L
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
,(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHWI prior
to submittal, [phone].) 10. A copy of the most current property deed. Deed book: / 6—Page No: JS
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC ✓J
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretaiy.state.nc.us/CorooraLions/­CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction.form. The appropriate deed restrictions and
protective covenants forms can be downloaded from httl2://portal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Ben Berry
Consulting Firm: Berry Engineers, LLC
Mailing Address:3555 Keith Street, Suite 109
City:Cleveland
Phone: [phone]
Email:[e-mail]
State:TN Zip:37312
Fax: ( )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Can tact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) George Alexandris with (print or type name of organization listed in
Contact Information, item la) Hutton Growth Salisbuni, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, derstand, and agree by my signature below, that if my designated
agent (entity listed in Contact Worination, item 1) dissolves their conipany.and/or cancels or defaults oil their
lease agreement, or pending sale, responsibility'for compliance . with the DFMLR Stormmter permit reverts back
to me, the property ow - ner. As the property owner, it is my. responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Changelorm within 30 days;'otherwise I will be operating a stormwater
treatment facility.without a valid permit. I understand that the operation of a stormwater treatment, facility
without a valid permit is a violation of NC General Statue 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'NCGS 14M15.6.
Signature: Date:
a Notary Public for the State of -ICounty of .
do hereby certify that personally appeared
before, me. this day of and acknowledge the due execution of
the application for
a stormwater permit. Witness mThand and official sea],
X. APPLICANT'S CERTIFICATION
L (print or hjpe name of person hited in Co
certify that the information included on
thAt the OrcjRt Will be constiucted in cc
and protective covenants will be record
applicable stormwater ruleaJunder 15A
SEAL
My commission
item
to the best of my knowledge, correct am
lans, that the required deed restrictions
t,complies with the requirements of the
a Notary Public for the State of Ti *,14%64-4. County of
%W1� 1+06A do hereby certify that -q
k S personally appeared
before methis day of 6CT06-*Af-
jagland ackgoWled4e the d ution o ati6ii for
astorrawat er Permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU- 10 1 Version Oct. I i 2013
Page 6. ofk

Berry;EnglOeB►S CLC SOUTHERN HERITAGE BANK 10457
3555'Keith St NW, Suite 109 Cleveland, Tennessee
Cleveland, TN 37312 87-B47/642
10/30/2014
ORDERAY TO OF � .NCDENR $ "505.00
=� ORDER OF '.
Z
Five Hundred Five and 00/100,,,,,,,,,,,,,,,,,,,,«.,:,.,,.,,.,,,,.,,,.,.,..,.,,,,,,,.,.,,......,.,,.,.,,,,.,,.,,,......,
DOLLARS
;i
Rowan Summit Stormwater permit
u00 104570 1:064 20a4791: 20 27453,1'
Berry Engineers, LLC 10457
NCDENR 10/30/2014
505.00
NUV 0 4 2014
D I CRfviNl?;t�i�i,rrF�:r::.I i f ii JG
Southern Heritage Rowan Summit Stormwater permit
505.00