SW3170702_CURRENT PERMIT_20170901

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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Energy, Mineral & Director
Land Resources �-
ENVIRONMENTAL OUALITV
September 1, 2017 �iVe
��T®
Mr. Andrew Dubill 2
l(CHARLOTTE) ASLI VIII LLC yesQRe.4fo t R
923 North Pennsylvania Avese
ctiol?
Winter Park, FL 32789 nalOffice
Subject: Stormwater Permit No. SW3170702
Harkey Creek Subdivision
Union County
Dear Mr. Dubill:
The Division of Energy, Mineral and Land Resources (DEMLR), received a complete
Stormwater Management Permit Application for the subject project on August 28, 2017. Staff
review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A Section NCAC 2H.1000. We are
forwarding Permit No. SW3170702, dated September 1, 2017, for the construction, operation
and maintenance of the subject project and the stormwater system. This permit shall be effective
from the date of issuance until August 31, 2025, or until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit
that may be required.
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.
This project will be kept on file at the Mooresville Regional Office. If you have any questions,
or need additional information concerning this matter, please contact Robert Patterson at (919)
807-6369; or [e-mail].
Nothing Compares,..
SState of North Carolina I Environmental Quality 1 Energy, Mineral and land Resources
512 N. Salisbury Street 11612 Mail Service Center I Raleigh. North Carolina 27699-1612
919 707 9200

Sincerely,
for Tracy E. Davis, PE, CPM, Director
cc: SW3170702 File, Mooresville Regional Office
ec: Jeffrey P. Schmitt, PE — Kenney Design Group, PA
Nothing Compares,
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
512 N. Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612
919 707 9200

State Stormwater Permit
Permit No. SW3170702
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT QUALITY
STATE STORMWATER MANAGEMENT PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO RFC
HARKEY CREEK (CHARLOTTE) ASLI VIII LLC OBI `®
Harkey Creek Subdivision 2 201"
Union
FOR THE M00re v e lty eo o°
of
construction, operation and maintenance of each Stormwater Control Measures (ACM) in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans, specifications and
other supporting data as on file with and approved by the State and considered a part of
this permit.
This permit shall be effective from the date of issuance until August 31, 2025, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. Each SCM is approved for the management of stormwater runoff as described in the
application documents and as shown on the approved plans.
3. All stormwater collection and treatment systems must be located within a dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
4. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the SCMs.
5. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
II. SCHEDULE OF COMPLIANCE
1. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 1 of 4

State Stormwater Permit
Permit No. SW3170702
2. The permittee shall at all time provide the operation and maintenance necessary to
assure every SCM functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at
the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader, filter
media, planting media, underdrains, catch basins and piping.
g. Access to the cell and outlet structure must be available at all times.
3. Records of maintenance activities must be kept for each SCM. The reports will
"indicate the date, activity, name of person performing the work and what actions
were taken. The owner shall keep maintenance records and these shall be available
upon request by the party responsible for enforcing the stormwater program under
which the SCMs were approved.
4. The permittee shall submit an annual summary report of the maintenance and
inspection records for each SCM. The report shall summarize the inspection dates,
results of the inspections, and the maintenance work performed at each inspection.
5. Each SCM shall be constructed in accordance with the approved plans and
specifications, the conditions of this permit, and with other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for each SCM certifying that each has been installed in
accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
7. SCMs impacted by sedimentation and erosion control during the construction phase
shall be cleaned out and converted to its approved design state.
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of eight years from the date of the completion of
construction.
10. The Director may notify the permittee when the permitted site does not meet one or
Page 2 of 4

State Stormwater Permit
Permit No. SW3170702
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written. time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
11. All SCMs and associated maintenance accesses on privately owned land shall be
located in permanent recorded easements. The SCM shall be shown and labeled
within the easement. These easements shall be granted in favor of the party
responsible for enforcing the stormwater program under which the SCMs were
approved. SCMs must have access and maintenance easements to provide the
legal authority for inspections, maintenance personnel and equipment. The entire
footprint of the SCM system must be included in the access and maintenance
easement, plus an additional ten or more feet around the SCM to provide enough
room to complete maintenance tasks. This SCM system includes the side slopes,
forebay, riser structure, SCM device, and basin outlet, dam embankment, outlet,
and emergency spillway.
12. The O&M Agreement shall be referenced on the final plat and shall be recorded with
the County Register of Deeds upon final plat approval. If no subdivision plat is
recorded for the site, then the O&M Agreement shall be recorded with the county
Register of Deeds so as to appear in the chain of title of -all subsequent purchasers.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event of a change of ownership, or a name change, the permittee must submit a
completed Name/Ownership Change form signed by both parties, to the State,
accompanied by the supporting documentation. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves a request to,transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the State, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
Page 3 of 4

State Stormwater Permit
Permit No. SW3170702
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 15' day of September, 2017.
Director Division of Energy, Mineral, and Land Resources
Page 4 of 4

State Stormwater Permit
Permit No. SW3170702
HARKEY CREEK (CHARLOTTE) ASLI Vill LLC
Harkey Creek Subdivision
Union County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project Name)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Submit to: NCDEQ-DEMLR Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Page 1 of 1

DEMLR USE ONLY
Dat Receved
Fee Paid
Permit Number
� ZL
i
a'5
3 [ i 07 02
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ID Coastal SW -
❑ Non -Coastal SW- HQW/ORW Waters
❑ Other WQ Mgmt Plan:
2008 IS -Ph II - Post Construction
❑ Universal Stormwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
R MANAGEMENT PERMIT APPLICATION
This form may be pliotocopied for use as an original
1. Project Name (subdivision, facility, or establishment name -should
specifications, letters, operation and maintenance agreements, etc.):
2.
City: NA County:Union Zip:28110
3. Directions to project (from nearest major intersection):
From the intersection of Flwy 74 and Wesley Chapel Stouts Road (SR 1377) proceed southwest on Wesley
Chapel Stouts Road 2.2 miles. Turn left (southeast) onto Old Charlotte Hwy (SR 1009) and proceed 2.6 miles.
Site is on the right.
4. Latitude:35° 02' 19" N Longitude:-80° 3752" W of the main entrance to the project.
36-. o3wQf gyp, C 31111
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenezoals ruith modifications also requires SWU-102 - Reneeual 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: 55.0 ac of Disturbed Area
❑NPDES Industrial Stormwater H404/401 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: httl2://portal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Pagel 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: HARKEY CREEK (CHARLOTTE) ASLI Vlll LLC. a Delaware limited liability company
Signing Official & Title:Andrew Dubill, Vice President
b.Contact information for person listed in item la above:
Street Address:923 North Pennsylvania Ave.
City:Winter Park State:FL Zip:32789
Mailing Address (if applicable):
City: State: Zip:
Phone: (407 ) 628-8488 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/I
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: (
4. Local jurisdiction for building permits: Union County
Point of
Fax:
Phone If
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.
The storm water will be treated by 7 BMP wet ponds.
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:
It. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Catawba River basin.
4. Total Property Area: 78.31 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: 2.52 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area`: 75.79 acres
Total project area shall be calculated to exclude the following the normal pool of impounded strictures, the area
betrueen the banks of stremns and rivers, the area below the Nor ial Hi It Water (NHW1 line or Mean High Water
(MHW) line, and coastal Wetlands landivard from W the NH(or MII4 line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHWj line ntny
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 30.9
9. How many drainage areas does the project have?7 (For high density, count I for each proposed engineered
stormwater BMP. For loro densitit and other projects, use I for the whole properly/ 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.
P A-- - C—{LdyyC-Tt e.vs. BY $/gJ'
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
East Fork
Twelvemile
Creek
East Fork
Twelvemile
Creek
East Fork
Twelvemile
Creek
East Fork
Twelvemile
Creek
Stream Class *
C
C
C
C
Stream Index Number*
11-138-2
11-138-2
11-138-2
11-138-2
Total Drainage Area (so 691i
` 4b!56
156380
568893
459558
On -site Drainage Area (so
129674
156380
546279
459558
Off -site Drainage Area (so
34982
22614
Proposed Impervious Area** (so
78408
474997-2fn
496096- "Ad
% Impervious Area** total
51
50
49
43
Impervious- Surface Area
Drainage Area 1
Drainage Area
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (so
38550
45900
191950
143100
On -site Streets (so
12825
23996
61677
41966
On -site Parking (so
28502
On -site Sidewalks (so
6640
8570
21370
11030
Other on -site (so
Future (sf)
Off -site (so
350
3700
Existing BUA*** (so
Total (so:
1 86867
1 78466
278697
196096
* Streani Class and Irides Nuniber can be determined at: http://portaLncdenr.or uebkuq(ps/csu/classifications
SuPP•
ARMS
OLD
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Project Drainage Areas — Additional Sheet
Basin Information
Drainage Area 5
Drainage Area 7
Drainage Area 8
Receiving Stream Name
East Fork
East Fork
East Fork
Twelevemile
Twelevemile
Twelevemile
Creek
Creek
Creek
Stream Class
C
C
C
Stream Index Number
11-138-2
11-138-2
11-138-2
Total Drainage Area (sf)
414255
463914
96267
On -site Drainage Area (sf)
364265
463914
86684
Off -site Drainage Area (sf)
49990
9583
Proposed Impervious Area (sf)
134291
22-1 5 ��6i (
29115
%Impervious Area
34
47
30
Impervious Surface Area
On -site Building/Lots (sf)
85050
142250
18900
On -site Streets (sf)
36741
63559
7835
On -site Parking (sf)
On -site Sidewalks (sf)
12500
15750
2380
Other on -site (sf)
Future (sf)
Off -site (sf)
6000
9583
Existing BUA (sf)
Total (sf)
140291
221559
38698

Inn�ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideevalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development Do not report mty 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. Aerial Photo
ac�,c.2i
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that nrav be subject to more stringent stormwater requirements as per 15A NCAC 01B .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.org/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
httl2://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. 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/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 http://portal.ncelennorg/web/wg/ws/so/statesw/forms does.
Initials
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, signed and dated) and O&M L
agreement(s) for each BMP. �l
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhel12.org/pages/onestopexl2ress.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/ 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 streets and NCSR numbers.
d. Legend.
e. North arrow.
I. 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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

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).
9. Copy of any applicable soils report with the associated SH WT 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: Schedide a site visit for DEMLR to verifij the SHINT prior
to subrnittnl, [phone].) N m b�"1
10. A copy of the most current property deed. Deed book: RV9 t' Page No: >
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 la, 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.
http: / /www.secretary.state.nc.us/Corl2orations/CSearch.aspx
VIL 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:/bortal.ncdenr.orgjweb/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.
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: leffrey P. Schmitt
Consulting Firm: Kenney Design Group, PA
Mailing Address: 1216 Parsons Trail
Phone: (704 ) 377-6099
Email:[e-mail]
State: NC Zip: 28037
Fax: ( )
)Oy- 5ZS- I0o2 (M)
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 Contact bnfornation, items 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Infornation, item 1a) with (print or hjpe naive of organization listed in
Contact Information, item la) 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 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.
a Notary Public for the State of
do hereby certify that
before me this _ day of
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
X. APPLICANT'S CERTIFICATION
1, (print or hjpe mmne of person listed in Contact Information, item la) Andrew Dubill
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 rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
SEE ATTACHED SIGNATURE PAGE
a Notary Public for the State of
do hereby certify that
before me this _ day of
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
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

OWNER/APPLICANT: HARKEY CREEK (CHARLOTTE) ASLI VIII LLC, a Delaware limited liability company
By: Avanti Strategic Land Investors VIII, L.L.L.P .
By: APG ASLI VIII, LLC
By: Avanti Properties Group III, L.L.L.P.
By: APG III GP, LLC
By: Avanti Management Corporation
LFA
Andrew Dubill, Vice President
I, , r\0`eS ,a Notary Public for the State of orI'C, — ,
County of Or6nof, . do hereby certify that
personally appeared be ore me this day of �Q (� ,and acknowledge the
due x ution of the a lic�atinon for a sto;mwater permit. Witness my hand and official seal,
Mis 9 l , l A2 a �d,-
o,. r I N,m y Public Stare of Florida
? `h Janet R Morales
c' gip• My Commission FF 223166
SEAL �+o}no Expires 05/28/2019
My Commission Expires o"ci

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.
HARKEY CREEK (CHARLOTTE) ASLI Vill, LLC, a Delaware limited liability company
By: Avanti Strategic Land Investors Vill, L.L.L.P., a Delaware limited liability limited partnership, its sole Member
By: APG ASLI Vill GP, LLC, a Delaware limited liability company, its sole General Partner'
By: Avanti Properties Group III, L.L.L.P., a Delaware limited liability limited partnership, its Managing Member
By: APG III GP, LLC, a Florida limited liability company, its sole General Partner
By: Avanti Marta orporation, a Florida corporation, its sole Manager
for /I)
Andrew DubWi Vice President,
923 N. Pennsylvania Ave., Winter Park, Florida 32784
407-628-8488, Email: adubillQavantiaron.com
I,TCt Yte.+T. 0) 0 , a Notary Public for the state of Florida, County of Orange. do hereby certify that Andrew
Dubill personally appeared before me this 21" day of July 2017, and acknowledge the due execution of the application for a
stormwater permit.
R ��
Witness my hand and official seal, My commission expires May 28, 2019
o"o °v Notary Public State of Florida
? Janet R Morales
y co g• My commission FF 223166
Expires 0512812019
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la)
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 rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date:
a Notary Public for the State of . County 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 my hand and official seal,
SEAL
My commission
US2008 12194243 1
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

a
High Density Residential Subdivisions
Deed Restrictions 8� Protective Covenances ado OFN 210�j
oo, a Aio
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Managrs°rY�iP ions,
deed restrictions and protective covenants are required for High Density Residential Sub�if�i i where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control � Veed
restrictions and protective covenants are necessary to ensure that the development maintains a ' bUpon"
area consistent with the design criteria used to size the stormwater control facility. e
I, Andrew Dubill, acknowledge, affirm and agree by my signature below, that I will cause the following deed
restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number .SW317 D1702 , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1-175 2700 sf 176-260 2300 sf
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page I of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
HARKEY CREEK (CHARLOTTE) ASLI VIII LLC, a Delaware limited liability company
By: Avanti Strategic Land Investors VIII, L.L.L.P .
By: APG ASLI VIII, LLC
By: Avanti Properties Group III, L.L.L.P.
By: APG III GP, LLC
By: Avanti Management C f
Signature: ate: J
Andrew Dubill, Vice President
Gin PST R , ° I (o ra l eS' , a Notary Public in the
State of I
County of Vf 'R
do hereby certify that Ft(it�l`�VIJ I GUI /� personally appeared
before me this the day of 20, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
e tom, QK 0p0vi
Si ure
My Commission expires 91 aaa�
SEAL
io.�°Y °e
Notary PubliC State of Florida
Janet R Morales
Vo n0"
My Commission FF 220766
Expires 05/26/2019
Fonn DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Project Name:
Project Location:1Union,
i & Maintenance
Creek Subdivision
County. NC
location. Any, deficient BNIP elements noted in the inspection will be corrected, repaired, or replaced 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&. corresponding. OW -tables w
Bioretention'Cell Quantity:
Dry Detention Basin Quantity:.
Grassed Swale Quantity:
Green Roof Quantity:
Infiltration Basin'. Quantity:
Infiltration Trench Quantity:
Level;SprsaderNFS Quantity:
Permeable, Pavement Quantity:
Proprietary System Quantity:
Rainwater Harvesting Quantity:
Sand Fitter Quantity:
Stormwatet Weiland. Quantity:
Wet Detention Basin Quantity:
Disconnected Impervious Area Present:
User Defined BMP Present:
Location(s):
Location(s):
Locabon(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Lwationrsi
r
7
No
No
I acknowledge and agree by my:signature below that I am responsible for the performance of the maintenance proced
for -each BMP above, and attached O&M tattles. I agree to notify NCDENR of any problems with the system or prior to
changes to the system or responsible party. ,
HARKEY CREEK (CIIARLO'FTE) ASLI VI IL LLC, a Delaware limited liability company
By: Avanti Strategic Land Investors VIII, L.L.L.P., a Delaware limited liability limited partnership, its sole
By: APG ASLI VIII GP, LLC, a Delaware limited liability company, its sole General Partner'
By: Avanti Properties Group III, L.L.L.P., a Delaware limited liability limited partnership, its Managing M
By: APG III GP, LI,S7.,a Florida limited liability company, its sole General Partner
By: Avan[i.Manag or n, a Florida corporation, its Sole Manage./r� .i...
By: _, Date V 2�7.
923 N. Pennsylvania Ave., Winter Park, Florida 32759
407-628-8488, Email: adubilllal,avantiprop.com
0
a Notary Public for -the State of E Lor 1 C 6- /
County of if) rot na .e , do heartycerrtify that � n dre W �' (Ty V
personally appeared before me this J oZ 5 1 day of (, l i cZ 0 I rJ and
acknowledge the due execution of the erations and Main(t�)tlanccee Atgreementt7
Witness my hand and official seal, ��,a pz, }, .
Seal
N
Notary Public State of Florid.
Janet R Morales
My Commission FF 223166
Expires 05/2a/2019
fvttr commission expires
US2008 12

The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter it
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
erosive gullies have formed.
Regrade the soil it 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 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
original design depth for
it 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.

Wet Detention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
a depth greater than the
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where
original design sediment
it will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 500%
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.

1
Wet Detention Pond Design Summary
WET POND ID
FOREBAY
Permanent Pod El.
655
MAIN POND
Permanent Pool U.
655.7
Temporary Pool El:
Temporary Pool ElPretreatment
3
other
Clean Ottt Depth:
Clean Ool Depth:than
IV
652
forebay?
Sediment Removal El:
Sediment Removal El:Has
65t
Veg. Filter? Yes
Bottom Elevation:
Bottom Elevation:
WET POND ID
��
FOREBAY
Permanent Pool El.
bat
MAIN POND
Permanent Pool El.
641
641.6
Temporary Pool El:
Temporary Pool EI:
647,6
3
Pretreatment other
Clean Out Depth
Clean Out Depth:
4
638
than forebay?
Sediment Removal El:
Sediment Removal El:
637
637
Has Veg. Filter? Yes Bottom Elevation:
Bottom Elevation:
636
WET POND ID
3
FOREBAY
Permanent Pool El.
MAW POND
640 Permanent Pool El.
640
Temporary Pool El:
640.6
Temporary Pool El:
640.6
Pretreatment other
Clean Out Depth:
2
Clean Out Depth:
3.5
than forebay?
Sediment Removal El:
638
Sediment Removal EI:
636.5
Has Veg. Filter? Yes
Bottom Elevation:
636.5
Bottom Elevation:
635.5
WET POND ID
FOREBAY
MAIN POND
Permanent Pool EL
632
Permanent Pool El.
632
633.2
Temporary Pool El:
Temporary Pool El:
633.2
Pretreatment other
Clean Out Depth:
Clean Out Depth:
4
3
629
than forebay?
[��Yes
Sediment Removal El:
Sediment Removal El:
628
628
Has Veg. Filter? Bottom Elevation:
Bottom Elevation:
627
WET POND ID
�5
FOREBAY
Permanent Pool El.
624
MAW POND
Permanent Pool B.
624
Temporary Pool El:
624.6
Temporary Pool El,
624.6
Pretreatment other
Clean Ottl Depth:
2 Clean Out Depth:
4
No
than forebay?
Sediment Removal El:
622
Sediment Removal El:
620
Has Veg. Filter? Yes
Bottom Elevation:
620
Bottom Elevation:
619
WET POND ID
FOREBAY
MAIN POND
7
Permanent Pool El.
646
Permanent Pool El.
646
Temporary Pool El:
646.8
Temporary Pool El:
646.8
Pretreatment other
Clean Out Depth:
3.5
Clean Out Depth:
4
than forebay?
Sediment Removal EL
642.5 Sediment Removal EL
642
Flas Veg. Filter? Yes
Bottom Elevation:
641.5
Bottom Elevation:
641
WET POND ID
FOREBAY
MAIN POND
8
Permanent Pool El.
641
Permanent Pool El.
641
Pretreatment other
Temporary Pool El:
Clean Out Depth
641.4 Temporary Pool El:
3 Clean Out Depth:
641.4
5
than forebay?
Sediment Removal El:
638
Sediment Removal El:
636
Has Veg. Fifter? Ves
Bottom Elevation:
637
Bottom Elevation:
635

S-W 317010 —\ —
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
7
on plans -
Stormwater Wetland
e, Mn
Permeable Pavement
Sand Filter
Rainwater Harvesting
-
Green Roof
Level Spreader -Filter Strip
LTAlp��7
Disconnected Impervious Surface
0
Treatment Swale
Dry Pond
C '
Designer information for this project:
a/pkce Applicant:
Name and Title:
Jeffrey P Schmitt, PE, Project Engineer
Organization:
Kenney. Design Group, PA
Street address:
1216 Parsons Trail
City, State, Zip:
Denver, NC 28037
Phone number(s):
704-526-9002
Email:
[e-mail]
Designer
F C. a�.
e.wr.
Project Name:
Harkey Creek Subdivision
Address
4610 Old Charlotte Hwy
CIty/Town
Monroe
Company:
Harkey Creek (Charlotte) ASLI Vill, L.L.L.P.
Contact:
Andrew Dubill ' -
Mailing Address:
923 N. Pennsylvania Avenue
City, State, Zip:
Winter Park, FL 32789
Phone number(s):
407-628-8488
Email:
[e-mail]
Certification Statement:
♦♦♦\\\\tfffrrrr//r�
"oo,��
I certify, under penalty of law: that this Supplement-EZ form and all supporting
�. information were prepared under my direction or supervision;
,,`♦♦Q�gN1„CARO
•� SS 4 4
i0 •ice
- that the information provided in the form is, to the best of my knowledge
OFE
_ and belief, true, accurate, and complete; and
SignVevdWesi4ner - that the engineering plans, specifications, operation and maintenance
8.
agreements and other supporting information are consistent with
the information provided here.
I am aware that
� IZ� 1
/ry�lNrr� \\\'\\P�♦♦♦♦`,
��1 information the possibility of fines animprisonment foreknowing
Date I violations as well as a report being made to my professional board.
RECEIVED
AUG 08 2017
DENR-LAND QUALITY
STORMWATER PERMITTING
Cover Page 1 1:38 PM 7/21/2017

WET POND
THE DRAINAGE AREA
Drainage area number
Total coastal wellands arse (eq ft)
Total surface water area (eq ft)
Total drainage area (eq ft)
BUA associated with existing development (sq ft)
Proposed new BUA (sq ft)
Percent BUA of drainage area
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater programs) that apply (please specify):
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
#2 Is the SCM located on or near contaminated soils?
#3 What are the side slopes of the SCM (H:V)?
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
#4 Are the inlets, outlets, and receiving stream protected from erosion (1 0-year atone)?
#5 Is there a a bypass for flows in excess of the design flow?
#6 What is the method for dawatering the SCM for maintenance?
WET POND MDC FROM 02H .1053
#1 Method used
#1 Surface area of the main permanent pool (square feet)
#1 Volume of the main permanent pool (cubic feet)
#2 Average depth of the main pool (feet)
#2 Was the vegetated shelf Included in the calculation of average depth?
#2 Elevation of the bottom of the permanent pool (fmsl)
#2 Elevation of the top of the permanent pool (ftnsl)
#2 Elevation of the top of the temporary pool (fmsp
#3 Depth provided for sediment storage (Inches)
#4 Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path:
Harkey Creek Subdivision
1
1
Break down of BUA In the drainage area (both new and existing):
sf
- Parking / driveway (sq ft)
36752 sf
of
- Sidewalk (sq ft)
4180 sf
168577 sf
- Roof (act ft)
30300 sf
sf
- Roadway (sq ft)
15835 of
86684 sf
- Other, please specify in the comment box below (sq ft)
51 %
Total BUA (sq ft)
88887 sf
Design rainfall depth (In)
1.0 in
Minimum volume required Ica ft)
7204 of
Design volume of SCM (cu ft)
7350 of
Yes
No
3:1
No
Yes
Yes
Pump (preferred)
SA/DA
5791 sf
18562 ef
3 it
No
651 ft
855 It
ass ft
121n
Yes
#5 Volume of the forebay (cubic fast)
8119
#5 Is this 15-20% of the volume in the main pool?
Yea
#5 Depth of forebay at entrance (inches)
42 in
#5 Depth of forebay at exit (Inches)
36 In
#5 Does water flow out of the forebay in a non -erosive manner?
Yes
#5 Clean -out depth for forebay (inches)
301n
#5 Will the forebay be cleaned out when the depth is reduced to less than the above?
Yes
ADDITIONAL INFORMATION
Please use this apace to provide any additional Information about this wet pond that you think is
relevant to the review:
#7 If applicable, with the SCM be cleaned out after construction?
Yes
#8 Does the maintenance access comply with General MDC (8)?
Yes
#9 Does the drainage easement comply with General MDC (9)?
Yes
#10 If the SCM Is on a single family lot, does the plat comply with General MDC (10)?
Yes
011 Is there an 08M Agreement that complies with General MDC (11)?
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
#13 Was the SCM designed by an NC licensed professional?
Yes
#8 Width of the vegetated shelf (feet)
e it
#6 Location of vegetated shelf
Above Normal Pool
#8 Elevation of top of shelf (fmal)
658 it
#6 Elevation of bottom of shelf (fms0
655 ft
#6 Slope of vegetated shelf (H:V)
6:1
#7 Diameter of drawdown odfice (Inches)
1.5 In
#7 Drawdown time for the temporary pool (hours)
57 hrs
#7 Does the orifice drawdown from below the top surface of the permanent pool?
Yea
#8 Does the pond minimize Impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
#9 Are fountains proposed?
No
#9 If yes, is documentation provided per Wet Pond MDC (9)?
#10 Is a trash rack or other device provided to protect the outlet system?
No
#11 Are the dam and embankment planted in non -clumping turf press?
Yes
#11 Species of turf that will be used on the dam and embankment
Bermuda
#11 Describe the planting plan for the vegetated shelf:
The vegetated shelf shall be planted with a minimum of 3 diverse species of herbaceous, native vegetation at a
minimum density of 50 plants per 200 sf of shell area. Three recommend species are: Aadepias incarnate, Chalon
galbm, and Lobelia cardinals. Other species when may be used are listed in the "NCDEO Stormwater Design Manual",
Chapter C-3, Wet Pond.
Wet Pond 1 1:50 PM 7/21/2017

WET POND
THE DRAINAGE AREA
Drainage area number
Total coastal wetlands area (sq it)
Total surface Water area (sq it)
Total drainage area (sq ft)
BUA associated with existing development (so ft)
Proposed new BUA (act ft)
Percent BUA of drainage area
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify):
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at bulldout?
#2 Is the SCM located on or near contaminated soils?
#3 What are the side slopes of the SCM (H:V)?
#3 Does the SCM have retalning walls, gablon walls or other engineered sfde slopes?
#4 Are the Inlets, outlets, and receiving stream protected from erosion (10-year storm)?
#5 Is there a a bypass for flows In excess of the design flow?
#6 What Is the method for dewatering the SCM for maintenance?
WET POND MDC FROM 02H .1053
#1 Method used
#1 Surface area of the main permanent pool (square feet)
#1 Volume of the main permanent pool (cubic feet)
#2 Average depth of the main pool (feet)
#2 Was the vegetated shelf included In the calculation of average depth?
#2 Elevation of the bottom of the permanent pool (fmsi)
#2 Elevation of the top of the permanent pool (fmsl)
#2 Elevation of the top of the temporary pool (fmsl)
#3 Depth provided for sediment storage (Inches)
#4 Are the Inlet(s) and outlet located In a manner that avoids shoncirculting?
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path:
#5 Volume of the forebay (cubic feet)
#5 is this 15-20% of the volume In the main pool?
#5 Depth of forebay at entrance (Inches)
#5 Depth of forebay at exit (Inches)
#5 Does water flow out of the forebay In a non -erosive manner?
#5 Glean -out depth for forebay (Inches)
#5 Will the forebay be cleaned out when the depth Is reduced to less than the above?
ADDITIONAL INFORMATION
Harkey Creek Subdivision
2
Break down of BUA In the drainage area (both crow and existing):
of
- Parking /ddveway (sq ft)
8500 of
of
- Sldewafk (sq it)
8570 at
156380 sf
- Roof (so it)
37400 sf
at
- Roadway (sq ft)
23996 at
78408 at
- Other, please specify In the comment box below (sq ft)
50%
Total BUA (sq ft)
78466 sf
Design rainfall depth (In)
1.0 In
Minimum volume required (cu ft)
6532 cf
Design volume of SCM (cu it)
6810 of
Yes
#7 ff applicable, with the SCM be cleaned out after construction?
Yes
No
#8 Does the malnetenance access comply with General MDC (8)?
Yes
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
No
#10 9 the SCM Is on a single family lot, does the plat comply with General MDC (10)?
Yes
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yea
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
Pump (preferred)
#13 Was the SCM designed by an NO licensed professional?
Yes
SAJDA
#6 Width of the vegetated shelf (feet)
6 ft
7384 at
#6 Location of vegetated shelf
Above Normal Pool
23742 of
#6 Elevation of top of shelf (fmsl)
642It
3 it
#6 Elevation of bottom of shelf (fmsl)
641 It
No
#6 Slope of vegetated shelf (H:V)
6:1
637It
#7 Diameter of drawdown critics (Inches)
1.5 in
641 It
#7 Drawdovm time for the temporary pool (hours)
56 hm
642 It
#7 Does the orifice drawdown from below the lop surface of the permanent pool?
Yes
121n
#8 Does the pond minimize Impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
Yes
#9 Are fountains proposed?
No
#9 If yes, Is documentation provided per Wet Pond MDC (9)?
#10 Is a trash rack or other device provided to protect the outlet system?
No
6539
#11 Are the dam and embankment planted in non dumping turf grass?
Yes
Yes
#11 Species of turf that will be used on the dam and embankment
Bermuda
42 In
#11 Describe the planting plan for the vegetated shelf:
36 In
The vegetated shelf shall be planted with a minimum of 3 diverse species of herbaceous, native vegetation at a
Yes
minimum density of 50 plants per 200 at of shelf area. Three recommened species are: Asclepfas Incarnate, Chalon
30 In
gaibra, and Lobelia cardinalls. Other species whch may be used are listed in the'NCDEQ Stormwater Design Manual',
Yes
Chapter C-3, Wet Pond.
Please use this space to provide any additional Information about this wet pond that you think Is relevant to the review:
Wet Pond 1 1:55 PM 7/21/2017

WET POND
THE DRAINAGE AREA
Drainage area number
Total coastal wetlands area (sq ft)
Total surface water area (sq ft)
Total drainage area (sq ft)
BUA associated with existing development (sq ft)
Proposed new BUA (sq ft)
Percent BUA of drainage area
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stomtwater program(s) that apply (please specify):
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
#2 Is the SCM located on or near contaminated soils?
#3 What are the side slopes of the SCM (H:V)?
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)?
#5 Is there a a bypass for flows in excess of the design flow?
#8 What Is the method for dewatertng the SCM for maintenance?
WET POND MDC FROM 021-1.1053
#1 Method used
#i Surface area of the main permanent pool (square feet)
#1 Volume of the main permanent pool (cubic feet)
#2 Average depth of the main pool (feet)
#2 Was the vegetated shelf included in the calculation of average depth?
#2 Elevation of the bottom of the permanent pool (tmsl)
#2 Elevation of the top of the permanent pool (fms0
#2 Elevation of the top of the temporary pool (hnsl)
#3 Depth provided for sediment storage (Inches)
#4 Are the Marla) and outlet located in a manner that avoids short-circuiting?
#4 Describe any measures, such as berms or baffles, that will be taken to Improve the flow path:
#5 Volume of the forebay (cubic feet)
#5 Is this 15-20% of the volume in the main pool?
#5 Depth or forebay at entrance (Inches)
#5 Depth of forebay at exit (inches)
#5 Does water flay 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?
ADDITIONAL INFORMATION
Harkey Creek Subdivision
3
3
Break down of BUA In the drainage area (both new and existing):
sf
- Parking f driveway (sq ft)
37250 sf
sf
- Sidewalk (sq ft)
21370 of
568893 sf
- Roof (sq ft)
154700 sf
- Roadway (sq ft)
65377 sf
278784 sf
- Omer, please specify In the comment box below (sq ft)
49%
Total BUA (sq ft)
278897 sf
Design rainfall depth (in)
1.0 In
Minimum volume required (cu it)
23279 d
Design volume of SCM (cu ft)
23850 cf
Yes
#7 If applicable, with the SCM be leaned out after construction?
Yes
No
#8 Does the maintenance access comply with General MDC (8)?
Yes
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
Yes
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
Pump (preferred)
#13 Was the SCM designed by an NC licensed professional?
Yes
SA/DA
#8 Width of the vegetated shelf (feet)
8 ft
25428 sf
#8 Location of vegetated shelf
Above Normal Pool
80304 cf
#8 Elevation of top of shelf (fmsl)
641 It
3 ft
#8 Elevation of bottom of shelf (fmsl)
540 it
No
#8 Slope of vegetated shelf (H:V)
81
637 it
#7 Diameter of drawdown ortflce (inches)
3.0 In
640 it
#7 Drawdown time for the temporary pool (hours)
50 hm
641 It
#7 Does the orifice drawdavn from below the top surface of the permanent pool?
Yes
12 in
#8 Does the pond minimize impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
Yes
#9 Are fountains proposed?
No
#9 If yes, Is documentation provided per Wet Pond MDC (9)?
#10 Is a trash rack or other device provided to protect the outlet system?
No
18700
#11 Are the dam and embankment planted in non dumping turf grass?
Yes
Yes
#11 Species of turf that will be used on the dam and embankment
Bermuda
38 1n
#11 Describe the planting plan for the vegetated shelf:
30 in
The vegetated shelf shall be planted with a minimum of 3 diverse species of herbaceous, native vegetation at a
Yes
minimum density of 50 plants per 200 of of shelf area. Three recommend species are: Ascleplas incamata, Chalon
30 In
galbre, and Lobelia cardinalis. Omer species when may be used are listed in the'NCDEO Stormwater Design Manual",
Yes
Chapter C-3, Wet Pond.
Please use this apace to provide any additional Information about this wet pond that you think is relevant to the review:
Wet Pond
1:58 PM 7/21/2017

WET POND
THE DRAINAGE AREA
Drainage area number
Total coastal wetlands area (sq ft)
Total surface water area (sq ft)
Total drainage area (sq ft)
BUA associated with existing development (sq ft)
Proposed new BUA (sq ft)
Percent BUA of drainage area
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormweter program(s) that apply (please specify):
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
#2 Is the SCM located on or near contaminated soils?
#3 What are the aide slopes of the SCM (H: V)?
#3 Does the SCM have retaining walls, gebion wells or other engineered side slopes?
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)?
#5 Is there a a bypass for flows in excess of the design flow?
#8 What is the method for dewatering the SCM for maintenance?
WET POND MDC FROM 02H .1053
#1 Method used
#1 Surface area of the mein permanent pool (square feet)
#1 Volume of the main permanent pool (cubic feet)
#2 Average depth of the main pool (feet)
#2 Was the vegetated shelf included in the calculation of average depth?
#2 Elevation of the bottom of the permanent pool (fms0
#2 Elevation of the top of the permanent pool (fmsl)
#2 Elevation of the top of the temporary pool (fmsl)
#3 Depth provided for sediment storage (Inches)
#4 Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
#4 Describe any measures, such as berths or baffles, that will be taken to Improve the flow path:
#5 Volume of the forebay (cubic feet)
05 Is this 15-20% of the volume in the main pool?
#5 Depth of forebay at entrance (Inches)
#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?
ADDITIONAL INFORMATION
Harkey Creek Subdivision
8
7
Break do" of BUA In the drainage area (both new and existing):
- Parking / driveway (sq ft)
29750 of
- Sidewalk (sq ft)
15750 sf
463914 of
- Roof (sq ft)
112500 sf
- Roadway (sq ft)
83559 sf
218671 sf
- Other, please specify in the comment box below (sq ft)
47%
Total BUA (sq 111
221559 of
Design rainfall depth (In)
1.0 in
Minimum volume required (cu ft)
18333 d
Design volume of SCM (cu ft)
18640 d
Yes
#7 If applicable, with the SCM be leaned out after construction?
Yes
No
#8 Does the maintenance access comply with General MDC (8)?
Yes
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
No
#10 If the SCM is on a &Ingle family lot, does the plat comply with General MDC (10)?
Yes
Yes
#11 Is there an 0&M Agreement that complies with General MOC (11)?
Yes
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
Pump (preferred)
#13 Was the SCM designed by an NC licensed professional?
Yes
SAMA
#8 Width of the vegetated shelf (feet)
8 ft
16354 of
#8 Location ofvegetated shelf
Above Normal Pool
54250 of
#8 Elevation of top of shelf (imal)
647 ft
3 ft
#8 Elevation of bottom of shelf (fmal)
646 It
No
#8 Slope of vegetated shelf IRV)
6:1
642 it
#7 Diameter of drawdown orifice (inches)
2.5 in
646 It
#7 Drawdown time for the temporary pool (hours)
49 hre
647 ft
#7 Does the odflce drawdown from below the top surface of the permanent pool?
Yes
12 1n
#8 Does the pond minimize Impacts to the receiving channel from the 1-yr, 24-hr atom?
Yes
Yee
#9 Are fountains proposed?
No
#9 If yes, Is documentation provided per Wet Pond MDC (9)?
#10 Is a trash rack or other device provided to protect the outlet system?
No
8443
#11 Are the dam and embankment planted In non -clumping turf grass?
Yes
Yes
#11 Species of turf that will be used on the dam and embankment
Bermuda
48 In
#11 Describe the planting plan for the vegetated shelf:
38 In
The vegetated shelf shall be planted with a minimum of 3 diverse species of herbaceous, native vegetation at a
Yes
minimum density of 50 plants per 200 sf of shelf area. Three recommend species are: Asclepias Incarnate, Chelone
30In
galbre, and Lobelia cerdlnalis. Other species when may be used are listed In the "NCDEO Stormwater Design Manual",
Yes
Chapter C-3, Wet Pond.
Please use this apace to provide any additional Information about this wet pond that you think Is relevant to the review:
Wet Pond 1 2:01 PM 7/21/2017

WET POND
THE DRAINAGE AREA
Drainage area number
Total coastal wetlands area (sq ft)
Total surface water area (sq ft)
Total drainage area (sq ft)
BUA associated with existing development (sq ft)
Proposed new BUA (sq ft)
Percent BUA of drainage area
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify):
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at buildout?
#2 Is the SCM located on or near contaminated soils?
#3 What are the side slopes of the SCM (H:V)?
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
#4 Are the Inlets, outlets, and receiving stream protected from erosion (I 0-year storm)?
#5 Is there a a bypass for flows In excess of the design flow?
#8 What Is the method for dewatedng the SCM for maintenance?
WET POND MDC FROM 02H .1053
#1 Method used
#1 Surface area of the mein permanent pool (square feet)
#1 Volume of the main permanent pool (cubic feet)
#2 Average depth of the mein pool (feet)
02 Was the vegetated shelf induced in the calculation of average depth?
#2 Elevation of the bottom of the permanent pool (fmsl)
#2 Elevation of the top of the permanent pool (final)
#2 Elevation of the top of the temporary pool (final)
#3 Depth provided for sediment storage (inches)
#4 Are the inlets) and outlet located in a manner Chet avoids short-circuiting?
#4 Describe any measures, such as barns or baffles, that will be taken to improve the flow path:
#5 Volume of the forebey (cubic feet)
#5 Is this 15-20% of the volume In the main pool?
05 Depth of forebay at entrance (inches)
#5 Depth of forebay at exit (Inches)
#5 Does water flow out of the forebay in a norl-erosive manner?
#5 Clean -out depth for forebay (Inches)
95 Will the forebay be cleaned out when the depth is reduced to less than the above?
ADDITIONAL INFORMATION
Harkey Creek Subdivision
8
Break down of BUA in the drainage area (both new and existing):
- Perking / driveway (sq it)
13083 sf
- Sidewalk (sq it)
1230 sf
96267 sf
- Roof (sq ft)
15400 sf
9583 sf
- Roadway (sq ft)
8985 sf
29115 sf
- Other, please Specify In the comment box below (sq ft)
30%
Total BUA (aq ft)
38698 sf
Design rainfall depth (in)
1.0 in
Minimum volume required (cu fl)
2590 cf
Design volume of SCM (cu ft)
2594 cf
Yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
No
#8 Does the maintenance access comply with General MDC (8)?
Yes
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
Yes
Yes
011 Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
#12 Is there an 0&M Plan that complies with General MDC (12)?
Yes
Pump (preferred)
#13 Was the SCM designed by an NC licensed professional?
Yes
SAIDA
#8 Width of the vegetated shelf (feet)
6 ft
3694 sf
#e Location of vegetated Shelf
Above Normal Pool
11822 cf
#6 Elevation of top of shelf (fmal)
642 ft
4 it
#8 Elevation of bottom of Shelf (fmsl)
841 It
No
#6 Slope of vegetated shelf (H: V)
6:1
836 it
#7 Diameter of drawdown orifice (inches)
1.0 in
641 it
#7 Omwdavn time for the temporary pool (hours)
61 his
641 It
#7 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
12 in
#8 Does the pond minimize impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
Yes
#9 Are fountains proposed?
No
#9 If yes, is documentation provided per Wet Pond MDC (9)?
#10 Is a trash rack or other device provided to protect the outlet system?
No
3328
#11 Are the dam and embankment planted in non -dumping turf press?
Yes
Yea
#11 Species of turf that will be used on the dam and embankment
Bermuda
42 in
#11 Describe the planting plan for the vegetated shelf:
36 in
The vegetated shelf shall be planted with a minimum of 3 diverse species of herbaceous, native vegetation at a
Yes
minimum density of 50 plants per 200 sf of shelf area. Three recommend species are: Asciepias incarnate, Chalons
30 in
galbre, and Lobelia carfinalis. Other spades whch may be used are listed In the "NCDEO Stonmwater Design Manual",
Yes
Chapter C-3, Wet Pond.
Please use this space to provide any additional information about this wet pond that you think is relevant to the review:
Wet Pond
2:02 PM 7/21/2017