SW3170503 (7)

State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent
specifications, letters, operation and maintenance agreements, etc.):
2. Loc9tion of Project
MAY 4 201T, J�
City:Concord County:Cabarrus Zip:28207
3. Directions to project (from nearest major intersection):
Located South of Untz Road (+/-2,500 LF from the intersection of Untz Road and Odell School Road (SR
1442) North of Goodman Road (+/-4,500 LF from the intersections of Goodman Road and Poplar Tent Road
4. Latitude:350 24'46.87" N Longitude:80° 41' 36.51" W of the main entrance to the project.
35-. .1130b"r TO•.6?3cI1
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SVVU-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* F1Completed* *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):
❑CAMA Major
®Sedimentation/Erosion Control: 40 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts <300 LF of stream 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:401 Permit Action ID: SAW -2015-02486 in concurrent review.
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6
DEMLR USE ONLY
Date Re
ved Fee P Permit Number
i
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 0"Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan: 11
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent
specifications, letters, operation and maintenance agreements, etc.):
2. Loc9tion of Project
MAY 4 201T, J�
City:Concord County:Cabarrus Zip:28207
3. Directions to project (from nearest major intersection):
Located South of Untz Road (+/-2,500 LF from the intersection of Untz Road and Odell School Road (SR
1442) North of Goodman Road (+/-4,500 LF from the intersections of Goodman Road and Poplar Tent Road
4. Latitude:350 24'46.87" N Longitude:80° 41' 36.51" W of the main entrance to the project.
35-. .1130b"r TO•.6?3cI1
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SVVU-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* F1Completed* *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):
❑CAMA Major
®Sedimentation/Erosion Control: 40 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts <300 LF of stream 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:401 Permit Action ID: SAW -2015-02486 in concurrent review.
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:CK Afton Ridge Land LLC
Signing Official & Title:Landon Wyatt III - Organizer
b. Contact information for person listed in item 1a above:
Street Address:c/o Childress Klein 301 South College Street, Suite 2800
City:Charlotte State:NC Zip:28202
Mailing Address (if applicable):
City: State:
Phone: (704 ) 342-9000 Fax: ( )
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement 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 Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organiza
Signing Official & Title:_
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
State: Zip:
City: State: Zip:
Phone: ( ) Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organization: Colelenest & Stone. P.A.
Signing Official & TitleJoe1 Causey, PE, LEED Green Associate
b. Contact information for person listed in item 3a above:
Mailing Address:200 South Tryon Street, Suite 1400
City:Charlotte State:NC Zip:28202
Phone: (704 ) 376-1555 Fax: (704 ) 376-7851
Email:[e-mail]
4. Local jurisdiction for building permits: Cabarrus County
Point of Contact:Todd Culp Phone #: (704 ) 920-2128
Form SWU-101 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.
Stormwater runoff will be treated by a single permanent wetpond BMP. All on-site impervious area will be
directed to a wetpond BMP Offsite runoff will bypass the site through additional stormwater conveyance
measures (culverts drainage channels etc.)
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 PUDApproval 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 Pee Dee River basin.
4. Total Property Area: 134.4 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area`:
134.4 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) 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 (BI.IA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 12.51 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 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 mformation for each area
provided in the same format as below.
Basin Information
Drainage Area 1 Drainage Area _ Drainage Area _ Drainage Area _
Receiving Stream Name
Coddle Creek
Stream Class *
C
Stream Index Number *
13-17-6-(5.5)
Total Drainage Area (sf)
1,102,068
On-site Drainage Area (sf)
1,102,068
Off-site Drainage Area (sf)
N/A
Proposed Impervious Area** (sf)
732,244
% Impervious Area** (total)
66
Impervious" Surface Area
Drainage Area 1 Drainage Area _ Drainage Area _ Drainage Area
On-site Buildings/Lots (sf)
294,500
On-site Streets (sf)
437,744
On-site Parking (so
Incl. in Streets
On-site Sidewalks (so
Incl. in Streets
Other on-site (sf)
N/A
Future (sf)
N/A
Off-site (sf)
N/A
Existing BUA*** (sf)
N/A
Total (sf):
732,244
* Stream Class and Index Number can be determined at: http:ZZportal.ncdenr.org/web/wq/ps/csu/classifications
Form SVJU-101 Version Oct. 31, 2013 Page 3 of 7

Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, 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.
11. How was the off-site impervious area listed above determined? Provide documentation. Off-site impervious
area for the Goodman Road improvements was not provided nor is it being treated for detention or water
Projects in Union County: 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 15,4 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 htW: / /Vortal ncdennorg/web /wq/ws /su /bmp-manual.
VI. 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
hW2://12ortal.ncdenr.org/web/wq/ws/­su/statesw/forms docs. 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 htW://portal.ncdenr.o g/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 hW2://portal.ncdenr.org/web/­wq/ws/su/statesw/­forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. WIV
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htW://www envhelp org/pages/onestol2expreT ss 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/z mile of the site boundary, include the 1/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
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.
o 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.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7
I
to
N
I
iJ

k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. 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).
p. Vegetated buffers (where required). Iv"
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"x11" 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 verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 12282 Page No: 0105/0109
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.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.
httt)://www.secretar state.nc.us/Corporations/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 htU2:/Iportal.ncdenr.org/web/Ir/­state-stormwater-
forms docs. 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.
VIII. 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 Joel Causey, PE LEED Green Associate
Consulting Firm: ColeJenest & Stone P.A.
Mailing Address:200 South Tryon Street Suite 1400
City:Charlotte
Phone: (704 ) 376-1555
Email:[e-mail]
State:NC Zip:28202
Fax: (704 ) 376-7851
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact 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) with (print or type name of organization listed in
Contact Information, item 1a) 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.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form 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 143-215.6.
Signature;
I,
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

X. APPLICANT'S CERTIFICATION /
I, (print or type name of person listed in Contact Information, item 1a) -Delp-y"m-
certify that the information included on this permit application form is, to the best of y knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rul s funder 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Date:
Signa e: ,_
6,14 � v � ee , a Notary Public for the State of /V . ('R ✓ � � � /� /� , County of
do hereby certify thatr✓� u n/ 1i1�' 14( -rJ— personally appeared
before me this, day of o ? and ac owledge the du xecutio of the application for
a stormwater permit. Witness my hand and official seal, -�
\\\\\`\\IA A
IEA/
�Q Notary Public �o
Mecklenburg a
County
My Comm. Exp.
20 08-03-2020 Q
1nnni0
SEAL
My commission
Form MU -101 Version Oct. 31, 2013 Page 7 of 7

ColeJenest
& Stone
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
p+704 376 1555 f x704 376 7851 url+ www colejeneststone.com
Date:
Shaping the Environment Reference:
Realizing the Possibilities
Attention:
P.
RE^ F I VE D Company:
APR y 3 20-17
DENR-LgNp QUALITY we Are
STORMWATERPERMITTING Transmitting:
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
Charlotte
Raleigh
TRANSMITTAL
May 17, 2017
4386.04 — Afton Ridge Industrial — Stormwater Management Permit
Review —1 st Submittal (Supplement Documents)
Mr. Robert D. Patterson, PE
North Carolina Department of Environmental Tel: [phone]
Quality — Water Resources
512 North Salisbury Street
Raleigh, North Carolina 27699-1619
Stormwater Program
Transmitted ® Mail ❑ Overnight ❑ Courier ❑ Hand Delivery ❑ Pick -Up
Via:
❑ For Approval ❑ For Your Use ❑ As Requested ® For Review
Remarks: Please find the attached documents for the Stormwater Management
Permit Application review. Please call with any questions
Thank you,
By:
NicholasT. Vese &E
sac
cc: Mr. Landon Wyatt, III - CK
Mr. Jon Wilson — CK
Mr. Joel C Causey, PE, LEED AP — CJS
Mr. Jacob D. Bachman, RLA — CJS
P 1SDSKPROJk13861 Correspondences12017\trans\051717t Afton Ridge Industnal_Patterson, R _NCDEQ doc
® Herewith ❑ Under Separate Cover
Copies
Dated
Description
1
05/11/17
Supplement Operations & Maintenance Agreement
EZ 071414 Form
2
05/16/17
Supplement EZ-20170329-DEMLR-SW Form
2
-
Revised Application Page 2
2
05/10/17
Revised Construction Documents Sheet C-422
(Post -Development Drainage Area Ma
Transmitted ® Mail ❑ Overnight ❑ Courier ❑ Hand Delivery ❑ Pick -Up
Via:
❑ For Approval ❑ For Your Use ❑ As Requested ® For Review
Remarks: Please find the attached documents for the Stormwater Management
Permit Application review. Please call with any questions
Thank you,
By:
NicholasT. Vese &E
sac
cc: Mr. Landon Wyatt, III - CK
Mr. Jon Wilson — CK
Mr. Joel C Causey, PE, LEED AP — CJS
Mr. Jacob D. Bachman, RLA — CJS
P 1SDSKPROJk13861 Correspondences12017\trans\051717t Afton Ridge Industnal_Patterson, R _NCDEQ doc

C
Project Name:
Project Location:
ration & Maintenance Agreement
Afton Ridge Industrial
6979 Untz Road, Concord, NC 26027
Maintenance records shall be kept on the following BMP(s). This maintenance record shall 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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & cc
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity.
Level SpreaderNFS
Quantity.
Permeable Pavement
Quantity:
Proprietary System
Quantity,
Rainwater Harvesting
Quantity
Sand Filter
Quantity:
Stormwater Wetland
Quantity.
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
ig O&M tables
Location
Location
Location
Location
Location
Location
Location
Location
Location
Location
Location
Location
Location
Location
Location
will be added automatically):
(s)'
(s),
(s)
(s)
(s):
(s):
(s):
(s):
(s):
(s):
(s):
(s)
(s). 35d25'06", -080d41'34"
(s) -
(s).
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party,
Title & Organization:
Street address:
City, state, zip.
Phone number(s).
Email:
Signature:
Landon Wyatt, III
Organizer - CK Afton Ridge Land, LLC
c/o Childress Klein, 301 South College Street, Suite 2800
Charlotte, NC 28202
704-342-9000 -
[e-mail]
Date- V(2/1-7
\ a Notary Public for the State of Cpv-o k�_ (La_
County of do hearby certify that k_Q_nAls� VJ v\
personally appeared before me this �_ day of—�_ and
acknowledge the due execution of thOperations and M ntenan Ae�greement .
Witness my hand and official seal,
Version 14
ER
Notary Pu bl cSHELLEy N North Carolina
o®
Mecklen urc County
My"C/n4mvsj,' =,Expires
My commission expires e r as, aO1+ 5/11/2017
IVICIlludi Page 1 of

{ Wet Detention Pond Maintenance Requirements a
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
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:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
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 approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
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 practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
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.
STORM -EZ 5/11/2017
Version 14 O&M Manual Page 3 of 5

I Wet Detention Pond Maintenance Requirements (Continued) !
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
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 Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet
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.
STORM -EZ 5/11/2017
Version 14 O&M Manual Page 4 of 5

Wet Detention Pond Design Summary {
Wet Pond_Diawam
WET POND ID
FOREBAY
MAIN POND
1
Permanent Pool EI.
631.5
Permanent Pool EI
631 5
Temporary Pool EI:
634
Temporary Pool El.
--634
Pretreatment other No -
Clean Out Depth.
45
Clean Out Depth:
4.5
than forebay?
Sediment Removal El.
627
Sediment Removal El:
627
Has Veg Filter? Yes
Bottom Elevation:
1 626
Bottom Elevation
- 626 -
STORM -EZ 5/11/2017
Version 14 0&M Manual Page 5 of 5

SUPPLEMENT -EZ FORM COVER PAGE
Please Indicate the types, quantities and locations of SCMs that will be used on this project
Quantity Location(s)
Infiltration System
Bioretention Cell
Wet Pond 1 35d25'06",-08Od4l'34"
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title
Joel Causey, PE - Senior Protect Manager
Organization
ColeJenest & Stone, P.A.
Street address
200 South Tryon Street, Suite 1400
City, State, Zip
Charlotte, NC 28202
Phone number(s):
704-971-4519
Email
icausev@coleieneststone com
Designer
Date
-,/' r to/ l
Applicant:
MTV
Er++uo�nn ri
rn�um�
Project Name:
Afton Ridge Industrial
Address
6979 Untz Road
City / Town
Concord, NC 28027
Company
CK Afton Ridge Land, LLC
Contact*
Landon Wyatt, III
Mailing Address'
301 South College Street, Suite 2800
City, State, Zip*
Charlotte, NC 28202
Phone number(s)
704-342-9000
Email.
landon wyatt@childressklein com
Certification Statement
I certify, under penalty of law that this Supplement -EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete, and
- that the engineering plans, specifications, operation and maintenance
agreements and other supporting Information are consistent with
the information provided here
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
RECEIVE®
?R 19 tuff
DENR-LAND QUALITY
STORMWATER PERMITTING
Cover Page 1 10:55 AM 5/11/2017

WET POND
Afton Ridge Industrial
THE DRAINAGE AREA
Drainage area number
#1
Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq ft)
N/A
Parking / driveway (sq ft)
Incl in Roadway
Total surface water area (sq ft)
N/A
Sidewalk (sq ft)
Incl In Roadway
Total drainage area (sq ft)
1102068 sf
Roof (sq ft)
294500 sf
BUA associated with existing development (sq ft)
N/A
Roadway (sq ft)
437744 sf
Proposed new BUA (sq ft)
7.32244 sf
Other, please specify in the comment box below (sq ft)
n/a
Percent BUA of drainage area
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
66%
ITotal BUA (sq ft)
732244 sf
Stormwater program(s) that apply (please specify)
Design rainfall depth (in)
1 0 in
NPDES Stormwater Program -Phase II
Minimum volume required (cu ft)
60948 cf
Design volume of SCM (cu ft)
91398 cf
GENERAL MDC FROM 02H.1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
#2 Is the SCM located on or near contaminated sods?
No
#8 Does the mainetenance access comply with General MDC (8)?
Yes
3 What are the side slopes of the SCM (H V)?
21 #9 Does the drainage easement comply with General MDC (9)?
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
#4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
1#12 Is there an C&M Plan that complies with General MDC (12)?
Yes
#6 What is the method for dewatenng the SCM for maintenance?
Drawdown Orifice
#13 Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROM 02H.1053
#1 Method used
SADA
#6 Width of the vegetated shelf (feet)
loft
#1 Surface area of the main permanent pool (square feet)
23734 sf
#6 Location of vegetated shelf
@ Normal Pool
#1 Volume of the main permanent pool (cubic feet)
76965 cf
#6 Elevation of top of shelf (fmsl)
632 ft
#2 Average depth of the main pool (feet)
44411
6 Elevation of bottom of shelf (fmsl)
631 ft
#2 Was the vegetated shelf included in the calculation of average depth?
No
#6 Slope of vegetated shelf (H V)
101
2 Elevation of the bottom of the permanent pool (fmsl)
626 ft
#7 Diameter of drawdown orifice (inches)
3 0 in
#2 Elevation of the top of the permanent pool (fmsl)
631 5 ft
#7 Drawdown time for the temporary pool (hours)
70 hrs
#2 Elevation of the top of the temporary pool (fmsl)
634 ft
#7 Does the orifice drawdown from below the top surface of the permanent pool?
No'
3 Depth provided for sediment storage (inches)
12m
#8 Does the pond minimize impacts to the receiving channel from the 1 -yr, 24 -hr storm?
Yes
#4 Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
Yes
#9 Are fountains proposed?
No
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path
#9 If yes, is documentation provided per Wet Pond MDC (9)?
Inlets are located at outside of low L W shaped pond, outlet in center,of pond for maximum flow path
#10 Is a trash rack or other device provided to protect the outlet system?
No
#5 Volume of the forebay (cubic feet)
14433
#11 Are the dam and embankment planted in non -clumping turf grass?
Yes
#5 Is this 15-20% of the volume in the main pool?
Yes
#11 Species of turf that will be used on the dam and embankment
"Elite" Tall Fescue
#5 Depth of forebay at entrance (inches)
541n
#11 Describe the planting plan for the vegetated shelf
#5 Depth of forebay at exit (inches)
#5 Does water flow out of the forebay in a non-erosive manner?
#5 Clean-out depth for forebay (inches)
#5 Will the forebay be cleaned out when the depth is reduced to less than the above?
42m
Yes
121n
Yes
Refer the attached BMP Planting Plan, Detail 11/Shet C-901 of the attached Construction Documents
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this wet pond that you think is relevant to the review*
Refer to the attached BMP Detail/Sheet C-910 of the attached Construction Documents
Wet Pond 2 10.55 AM 5/11/2017

SUPPLEMENT -EZ FORM COVER PAGE
Please Indicate the types, quantities and locations of SCMs that will be used on this project
Quantity Location(s)
Infiltration System
Bloretention Cell
Wet Pond 1 35d25'06", -080d41'34"
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title
Joel Causey, PE - Senior Project Manager
Organization
ColeJenest & Stone, P.A
Street address
200 South Tryon Street, Suite 1400
City, State, Zip
Charlotte, NC 28202
Phone number(s)
704-971-4519
Email
icausey@co leieneststone com
Designer
Q-.', SSS'0N
•�' FNG1N�'���a
."OPElL C•G...���`����
Applicant:
Project Name:
Afton Ridge Industrial
Address
6979 Untz Road
City / Town
Concord, NC 28027
Company
CK Afton Ridge Land, LLC
Contact
Landon Wyatt, III
Mailing Address
301 South College Street, Suite 2800
City, State, Zip
Charlotte, NC 28202
Phone number(s)
704-342-9000
Email
landon wvatt@childressklein corn
Date
Certification Statement
I certify, under penalty of law that this Supplement -EZ form and all supporting
information were prepared under my direction or supervision,
- that the information provided in the form Is, to the best of my knowledge
and belief, true, accurate, and complete, and
- that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here
I am aware that there are significant penalties for submitting false
Information including the possibility of fines and Imprisonment for knowing
violations as well as a report being made to my professional board
RFCF_IVFD
APR 19 2017
DENR-LAND QUALITY
STORMWATER PERMITTING
Cover Page 1 10.55 AM 5/11/2017

WET POND Afton Ridge Industrial
THE DRAINAGE AREA 1
Drainage area number
#1
Break down of BUA in the drainage area (both new and existing),
Total coastal wetlands area (sq ft)
N/A
Parking / driveway (sq ft)
Incl in Roadway
Total surface water area (sq ft)
N/A
Sidewalk (sq ft)
Incl In Roadway
Total drainage area (sq ft)
1102068 sf
Roof (sq ft)
294500 sf
BUA associated with existing development (sq ft)
N/A
Roadway (sq ft)
437744 sf
Proposed new BUA (sq ft)
732244 sf
Other, please specify in the comment box below (sq ft)
n/a
Peroent BUA of drainage area
66°�
Total BUA (sq ft)
732244 sf'
VGE WITH THE APPLICABLE STORMWATER PROGRAM
programs) that apply (please speafy)
rmwater Program - Phase II
MDC FROM 02H.1050
rainfall depth (in)
Ti volume required (cu
volume of SCM (cu ft)
1,0 in
60948 cf
91398 cf
1 Is the SCM sized to treat the SW from all surfaces at build -outs
Yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
2 Is the SCM located on or near contaminated soils?
No
#8 Does the mametenance access comply with General MDC (8)?
Yes
#3 What are the side slopes of the SCM (H V)?
21
#9 Does the drainage easement comply with General MDC (9)?
Yes
3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
#2 Elevation of the bottom of the permanent pool (fmsl)
#4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
6 What is the method for dewatering the SCM for maintenances
Drawdown Onfice
#13 Was the SCM designed by an NC licensed professional?
Yes
uvtr rUrvu mut 1'KUtw Utn .wss
C
#1 Method used
SA/DA #6 Width of the vegetated shelf (feet)
loft
#1 Surface area of the main permanent pool (square feet)
23734 sf #6 Location of vegetated shelf
@ Normal Pool
#1 Volume of the main permanent pool (cubic feet)
76965 cf #6 Elevation of top of shelf (fmsl)
632 It
#2 Average depth of the main pool (feet)
4 44 It #6 Elevation of bottom of shelf (fmsl)
631 It
2 Was the vegetated shelf included in the calculation of average depth?
No #6 Slope of vegetated shelf (H V)
101
#2 Elevation of the bottom of the permanent pool (fmsl)
626 It 7 Diameter of drawdown onfice (inches)
3 0 in
#2 Elevation of the top of the permanent pool (fmsl)
631 5 ft #7 Drawdown time for the temporary pool (hours)
70 hrs
#2 Elevation of the top of the temporary pool (fmsl)
634 it #7 Does the orifice drawdown from below the lop surface of the permanent pool?
No
#3 Depth provided for sediment storage (inches)
12 in #8 Does the pond minimize impacts to the receiving channel from the 1 -yr, 24 -hr storm?
Yes
Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
Yes #9 Are fountains proposed?
No
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path #9 If yes, is documentation provided per Wet Pond MDC (9)?
Inlets are located at outside of low L W shaped pond, outlet in center of pond for maximum flow path #10 Is a trash rack or other device provided to protect the outlet system?
No
5 Volume of the forebay (cubic feet) 14433 #11 Are the dam and embankment planted in non -clumping turf grass?
Yes
5 Is this 15-20% of the volume in the main pools Yes 11 Species of turf that will be used on the dam and embankment
"Elite" Tall Fescue
Depth of forebay at entrance (inches)
54 in #1
Depth of forebay at exit (inches)
42 in Re
Does water flow out of the forebay in a non-erosive manner'
Yes
Clean-out depth for forebay (inches)
12 in
Will the forebay be cleaned out when the depth is reduced to less than the above
Yes
DITIONAL INFORMATION
ase use this space to provide any additional information about this wet pond that you think is relevant to the review
er to the attached BMP Detail/Sheet C-910 of the attached Construction Documents
1 Describe the planting plan for the vegetated shelf
Wet Pond 2 10.55 AM 5/11/2017
J