SW3190704_8 Exhibit # 7 Signed NC Storm Water Application_1/28/2020

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all 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 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 with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Skvland Drive Townhomes
2. Location of Project (street address):
991 S. Skyland Drive
City:Mt, Pleasant County:Cabarrus Zip:28124
3. Directions to project (from nearest major intersection):
NC Highway 49 North to West Franklin Street (Route 73) east take first right on S. Skyland Drive
Site is located approximately 420 feet on the left.
4. Latitude:32* 24' 15.48" N Longitude:801 26' 42.53" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenezvals with modifications also requires SVVU--102 - Renerual 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):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
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/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page l 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:S&C Carolina Group LLC
Signing Official & TitIe:Earl Coulston - Owner/Developer
b. Contact information for person listed in item 1a above:
Street Address:8332 Regent Parkway
City:Fort Mill State:SC Zip:29715
Mailing Address (if applicable):
City: State: Zip:,
Phone: (803 ) 547-3500 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/Organization:
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
State: Zip:
Fax: ( 1
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;American Engineering Associates - Southeast PA
Signing Official & Title:Barry Fay, PE Principal
b. Contact information for person listed in item 3a above:
Mailing Address:8008 Corporate Center Drive; Suite 110
City:Charlotte State:NC Zip:28226
Phone: (704 ) 375-2438 Fax:
Email:[e-mail]
4. Local jurisdiction for building permits: Town of Mt. Pleasant Plaiwing and Economic Development
Point of Contact:Erin Burris AICP Phone #: (704 ) 436-9803
Form SVM-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 will be collected through a series of catch basins and conveyed through a piped system to a
sedimentation chamber. The stormwater will then leach through a stone and rip rap berm to a BMP
furnished with a surface sand filter.
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 - Pee Dee River basin.
4. Total Property Area: 4.335 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.171 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:4.164 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 (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHK9 line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHKq line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 32.64
9. How many drainage areas does the project have? 1 (For high densihj, count 1 for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole properhj 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
Adams Creek
_
Stream Class *
C
Stream Index Number *
13-17-11-7
Total Drainage Area (so
97,827
On -site Drainage Area (so
93,267
Off -site Drainage Area (so
4,560
Proposed Impervious Area** (so
57,675
Impervious Area** total
60
Impervious' Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
21,120
On -site Streets (sf)
20,425
On -site Parking (sf)
4,329
On -site Sidewalks (so
4,495
Other on -site (so
-
Future (so
4,988
Off -site (so
2,318
Existing BUA*** (so
-
Total (sf):
57,675
Stream Class and Index Number can be determined at: http://portal.ncdenr.orgAveb/wq/ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

***Report only that mnotmt 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 nety BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Protects in Union County: Contact DEMLR Central Office staff to check if the project is located ivithhz a Threatened &
Endangered Species ivatershed that may be subject to uzore stringent stormmwater 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
fromht!p://portal.ncdenr.org/web/ /ws/su/bmv-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
htW://Vortal.ncdenr.org/web/wg/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 http://12ortal.ncdenr.org/web/3yq/ws/su/mks.)
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 hgp://Vortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Is
1. Original and one copy of the Stormwater Management Permit Application Form.
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, sigYied 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
hW2://www.envhelp.org/12ages/onestol2express.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 inn addition to the brief summary provided in the Project
Information, item 1.
6. A USGS snap 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 1/2
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 sheets 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
shuctures, 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.
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.
Form SWU-101 Version Oct. 31; 2013 Page 4 of 6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the maul set of plans, not as a separate document).
p. Vegetated buffers (where required). @<::_
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a snap 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 verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:12430 Page No: 47
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 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.
httR://www.secretarv.state.nc.us/Corporations/CSearch.asl2x
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 httpl/portal.ncdenr.org/web/lr/state-stormwater-
forms does. Download the latest versions for each submittal.
Inn 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:Bariy M. Fay, P.E.
Consulting Firm: American Engineering Associates - Southeast, PA
Mailing Address:8008 Corporate Center Drive, Suite 110
City:Charlotte
Phone: (704 ) 375-2438
Email:bfav©american-ea.com
State:NC Zip:28226
Fax: (866 ) 404-6615
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itent 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 hype name of person
listed in Contact hifornnation, item 1a) with (print or hjpe name of organization listed in
Contact Information, item 1 a) 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, 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 vio Lion of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessr�9sof ' it pen of to $25,000 per day, pursuant to NCGS 143-215.6.
_e
Signature:
before me
a stormwater permit.
Date:
S02) a Notary Public for the State of County of
do her by certify that _Cz610Gz A 9 personally appeared
r of a ack wledge t 6ue'-bi cction of the application for
Witn ss my hand and official sea
u0,.
SEAL
NOTARY
PUBLIC
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1n) S alr L (ramct A4L"
certify that the information included on this permit application form is, to the best of my 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- les uy er 15A N5�C 2H .1t20 an�,any other applicable state stormwater requirements.
Sig e'
Date:_% 2m-1
a Notary Public for the State of / VDZ (ad,v1County of
do lie by certify that. C/�S 7`�. personally appeared
before me this day of and n wledge the d e exe¢ 'orn of the application for
a stormwater permit. Witne s my Ina d and official seal, �j��---
NOTARY
~� U=
PUBLIC
ORG�Go.
SEAL
My commission expires
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

4.8.7 Design Procedure Form
Design Procedure Form: Sand Filter
BIORETENTION FEASIBILITY
1 Is the use of a sand filter appropriate?
2 Confirm other design criteria and applicability.
Pollutant Removal Effectiveness Required
PRELIMINARY HYDROLOGIC CALCULATIONS
3 Compute site hydrologic input parameters
Development Conditions
Area
CN (SCS curve number)
Adjusted CN (curve number adjusted for 1-inch storm)
Time of concentration
NOTES:
Optimal
Pre -developed
4.405 acres
70
7.4 min
0.12 hours
Post -developed
2.246 acres
88
95.44
5 min
0.08 hours
4
Compute,WQ water quality volume requirements
Compute Runoff Coefficient, R
Rv =
0.59
Compute WQ Volume requirements
WQ =
0.11 acre-ft
5
Compute WQp peak flow using SCS
WQP =
cfs
Compute modified SCS curve number
CN =
95.4
6
Compute CPv
Compute S (maximum retention)
S =
1.36
Compute 1-yr, 24-hr total rainfall depth
Rainfall Depth =
2.58 inches
Compute Qd (runoff volume)
Qd =
1.45 inches
Compute CPv (chnnnel protection volume)
CPV =
0.27 acre-ft
7
Size Flow Diversion Structure
8
Compute release rates
Compute WQ" release rate
Release Rate =
0.026 cfs
Compute CP release rate
Release Rate =
0.055 cfs
SAND FILTER DESIGN
9
Compute sediment chamber volume
Volpfe =
0.022 acre-ft
Volpfe = (0.20)(WQv)
10
Average height of water above filter bed
hf =
1_0 ft
Determine Area of Sand ponding/filter area
Af=
463.4 ft2
11
Set design eleveations and dimensions of facility
Length =
42 ft
Width =
12.0000 ft
Top Elevation =
666 ft
12
Develop stage -discharge and stage stora e
Elevation
Total Area (ft)
Volume Acc. Vol
WQv= 4,819 cf
ft'(ft')
WQv (0.75 adj.)= 3,614 cf 666
1,689
0
666.5
2,049
933
(See Attached) 667
2,444
-- 2,055
667.5
2,834
- 3,373
667.7
9 GCIA
z ora
Q
(cfs)
STORM
WATER
servk.,�

STORM
WATER
13 Route flows through bioretention area. Resize the footprint
area, if desired. Step is most effective for facilities with flow
diverters. Ensure detention time requirements and
maximum ponding depth requirements are met.
14 Design conveyance to facility
15 Size underdrain system Length = 90 ft
16 Design emergency overflow Length of Weir (if used) _
17 Prepare vegetation and landscaping plan