SW8040220_CURRENT PERMIT_20200508

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (9 q D 2ZQ
DOC TYPE
[O"'CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z 07,0 05o 8
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
May 8, 2020
NORTH CAROUNA
Environmental Quality
Clayton Properties Group, Inc.
Attn: Scott Bowser, Assistant Secretary
211 Racine Drive, Suite 101
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8 040220 MOD
Villages at Plantation Landing
High Density Subdivision Project
New Hanover County
Dear Mr. Bowser:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on January 31, 2020 with final additional information received on May 4,
2020. 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 NCAC 2H.1000 (1995 Rules). We are hereby
forwarding modified Permit No. SW8 040220 dated May 8, 2020, for the construction, operation and
maintenance of the stormwater control measures (SCMs), built -upon areas, as well as the Stormwater
collection system and/or vegetated conveyance system associated with the subject project. Please replace the
previously approved plan sheets with the attached modified and approved versions or please add the attached
plans to the previously approved plan set (as applicable). Please replace the previous application (SWU-101),
the Infiltration basin supplement, and O&MAgreement with the attached modified versions.
This permit shall be effective from the date of issuance until November 22, 2026 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. Please note that the modified, updated, and re -issued permit does not impose new or different terms;
it merely restates and clarifies some of the previous terms to provide you with a better understanding of your
obligations under the permit.
Please pay special attention to the permit conditions regarding the operation and maintenance of the SCMs,
stormwater collection system, and/or vegetated conveyances; the limitation of built -upon area; modification of
the project; the procedures for changing ownership of and/or transferring the permit; and the need to renew the
permit. Please also pay attention to the permit conditions that requires the recordation of deed restrictions and
protective covenants, easements, and the maintenance agreement, which must all be provided along with
certification upon completion of the project. Failure to comply with these requirements will result in future
compliance problems.
Please refer to Attachment C for a detailed description of the current proposed major modification and a list of
all the past modifications approved during the effective period of the permit.
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 150E of the North Carolina General Statutes and 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.
D
� Q�� North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Rcsources
Wilmington Regional Office 1 127 Cardinal Drive Extenslon I Wilmington. North Carolina 28405
NORTL4 CARW" '�
° .- I .. a W"""""11, 910.796.7215

r
State Stormwater Permit No. SW8 040220 MOD
+ Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Steve Pusey in
the Wilmington Regional Office, at (910) 796-721 S.
Sincerely,
Brian Wrenn, Acting Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Certification Forms
Attachment C — Permitting History
Application Documents
DES/sgp: I11Stormwater\Permits & Projects120041040220 HD12020 05 permit 040220
cc: Garry S. Pape, PE —GSP Consulting, PLLC
New Hanover County Building Safety Department
New Hanover County Engineering Department
NCDOT District Engineer
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 040220 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
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
Clayton Properties Group, Inc.
The Villages at Plantation Landing
Parcel ID R02900-003-097-000 Plantation Landing Road, New Hanover County
FOR THE
construction, operation and maintenance of one (1) infiltration basin discharging to SA
classified waters in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules`) and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Energy, Mineral and Land Resources (DEMLR or Division) and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until November 22, 2026, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This infiltration basin stormwater control measure (SCM) has been approved for
the management of stormwater runoff as described in Section 1.6 of this permit.
The SCM has been designed to treat the runoff from 200,027 sf of built -upon
area which includes 154,067 sf of currently proposed BUA; 20,229 sf of existing
BUA (Plantation Landing Drive); and 25,731 sf of Future BUA.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. This infiltration basin must be operated with a 50-foot vegetated filter.
5. All components of the stormwater runoff collection and treatment system must be
located in either public rights -of -way, dedicated common areas and/or recorded
drainage easements. The final plats for the project will be recorded showing all
such required rights -of -way, common areas and easements, in accordance with
the approved plans.
Page 1 of 5

State Stormwater Management Systems
Permit No, SW8 040220 MOD
0
The following design elements have been permitted for this infiltration basin
stormwater control measure and must be provided in the system at all times.
a.
Drainage Area, acres:
8.05
Onsite, ft2:
350,658
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
200,027
Buildings, ft2:
87,530
Street, ft2:
28,153
Parking, ft2:
27,205
Sidewalks, ft2:
11,179
Future, ft2:
25,731
Existing, ft2:
20,229
Offsite, ft2:
0
c.
Basin Depth, feet:
1.5
d.
Design Storm, inches:
1.5"
e.
Bottom Elevation, FMSL:
37.0
f.
Permitted Surface Area @Bottom, ft2:
19,115
g.
Permitted Storage Volume, ft3:
24,843
h.
Storage/Bypass Elevation, FMSL:
38.5
i.
Type of Soil:
Sand
j.
Expected Infiltration Rate, inlhr:
14
k.
Time to Draw Down, hours:
1.2
I.
Receiving Stream 1 River Basin:
Futch Creek 1 CPF24
m.
Stream Index Number:
18-87-19
n.
Classification of Water Body:
"SA" (not within '/z mile)
ll. SCHEDULE OF COMPLIANCE
The permittee shall construct, operate and maintain the built -upon areas and the
stormwater control measures associated with the project, in accordance with the
permit and the approved plans and specs on file with the Division and
incorporated herein as an enforceable part of this permit.
2. The permittee shall not fill in, alter, remove, relocate, redirect or regrade any of
the runoff conveyances shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division prior to construction.
3. The permittee is responsible for maintaining compliance with the permitted
maximum built -upon area for the project.
4. The approved stormwater conveyance and control measures shall be entirely
constructed, vegetated, and operational for their permitted use prior to the
construction of any built -upon surface associated with the project.
5. During construction of the project, erosion shall be kept to a minimum and any
eroded areas of the system will be repaired immediately. Infiltration systems
should not be used as erosion control devices, due to the potential for clogging. If
the stormwater system is used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device.
6. The facilities shall be constructed, operated, and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 040220 MOD
7. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director, and
shall have received approval for modified plans, specifications, and calculations
including, but not limited to, those listed below. For changes to the project or
SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ
regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of
size including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage
area.
c. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project and/or property area as reported in the approved plans
and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing
of any component of the approved SCM(s), the stormwater collection
system and/or vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public
trails, or landscaping material to be considered a permeable surface that
were not included in the approved plans and specifications.
g. Other modifications as determined by the Director.
8. 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 the system installed certifying that the permitted
facility has been installed in accordance with this permit, the most recent
approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the
Certification as shown in Attachment A to this permit.
9. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater conveyance
and control measures function at design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at
the scheduled intervals as specified in the O&M documents which are
incorporated by reference into this permit and are an enforceable part of this
permit.
10. The permittee shall keep records of maintenance activities and shall keep those
records in a known, set location, and shall make them available upon request to
authorized personnel of DEQ. The records will indicate the date, activity, name
of person performing the work, a description of the issue(s), and the actions that
were taken to resolve the issue(s).
11. The Director may notify the permittee when the permitted site does not meet one
or 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.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 3of5

State Stormwater Management Systems
Permit No. SW8 040220 MOD
13. Prior transfer of the permit, the stormwater facilities will be inspected by DEQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
14. Built upon area is as defined in NCGS 143-214.7.
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is
subject to enforcement action in accordance with NCGS 143, Article 21.
2. 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) which have jurisdiction.
3. Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the
Division website) to the Division within 30 days to making any one or more of the
following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
"Permit Transfer Application Form" (available on the Division website)
accompanied by the required fee and supporting documentation as listed on the
form, to the Division at least 60 days prior to any one or more of the following
events:
a. The sale or conveyance of the project area in whole or in part, except in
the case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. The assignment or conveyance of declarant rights to another individual or
entity;
c. The sale or conveyance of the common areas to a Homeowner's or
Property Owner's Association, subject to the requirements of NCGS 143-
214.7(c2);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08;
e. Bankruptcy;
f. Foreclosure, subject to the requirements of Session Law 2013-121;
5. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project,
in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
6. In the event that the facilities fail to perform satisfactorily, 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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 040220 MOD
7. The permit issued shall continue in force and effect until the permittee files a
request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any permit conditions.
8. Permittee grants permission to staff of the DEQ to access the property during
normal business hours for the purposes of inspecting the stormwater facilities,
9. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
10. The permittee shall maintain a copy of the approved plans and specifications on
file with this permit in a known, set location.
Permit updated, modified, and reissued this the 8tn day of May 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
MAN
for Brian Wrenn, Acting Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

DEMLR USE ONLY
Bate Received
Fee Paid Permit Number
R.4k, Y,2340
- -:4 ©zl $63 SW g © pz Z:o
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) © Non -Coastal SW- I-IQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fortn niny 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.): M C
lv
2. Location of Project (street address):
=Ivm
APR 2 3 2020
8740 Market Street 1 I Is
City:Wilmington County:New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
Athe the intersection of Futch Creek Road and Plantation Landing Road
4. Latitude:34° 18' 30" N Longitude:77° 46' 36" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneurals mith modifications also requires SWLI-702 - Reneroal Application Forrn
b. if this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 040220 , its issue date (if known)April 16, 2019 , and the status of
construction: ❑Nat Started ®Partially Completed* 0 Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Off site 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: 8.75 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 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 Vl: http:llportal.ncdenr.orglwebllrLrules-and-regulations
Form SWU-10l Version Oct. 31, 2013 Page 1 of 6

Ill. 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: Clayton Properties Group, Inc
Signing Official & Title:Scott Bowser
b.Contact information for person listed in item I above:
Street Address:160 Mine Lake Court
City:Raleigh State:NC Zip:27615
Mailing Address (if applicable):211 Racine Drive, Suite 101
City:Wilmington
Pho ne: (910 ) 409-0211
Ernail:[e-mail]
State:NC
Fax: ( )
Zip:28403
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 & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State:
Mailing Address (if applicable):
City:
Phone: ( 1
Email:
State:
Fax:
Zip:
Zip:
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: Andy Mills, PE / Clayton Properties Group, Inc
Signing Official & Title:Anthony Mills, Assistant Secretary
b. Contact information for person listed in item 3a above:
Mailing Address:211 Racine Drive, Suite 101 _
City:Wilmington
State:NC
Phone: (910 ) 530-4300 Fax:
Email:[e-mail]
Zi p:28403
4. Local jurisdiction for building permits: New Hanover County _
Point of Contact:
Phone #
Form SWU-101 Version Oct. 31, 2013 Page 2 of
ECEWER
APR 2 3 2020
6Y:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwa ter runoff will be treated_
The storm water for this project will be treated by an existing infiltration basin
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:
❑ Vatid 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 It - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear _ River basin.
4. Total Property Area: 8.05 acres 5. Total Coastal Wetlands Area: 0 acres
6. "Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area+:8.05 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of imppounded structures, the area
between the batiks of streants and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nan -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 62.1 %
9. How many drainage areas does the project have?1 (For high densihj, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
_
Drainage Area
Drainage Area
Drains e Area
Receiving Stream Name
UT to Futch
Creek
Stream Class
SA
Stream Index Number*
18-87-19
Total Drainage Area (so
306,747
On -site Drainage Area (so
272,439
Off -site Drainage Area (so
34,308
Proposed Impervious Area** s
200,027
% Impervious Area** total
65.2
Impervious' Surface Area
Drains e Area 1
Drainage Area
Drains e Area _
Drainage Area
On -site Buildings/L.ots (so
87,530
On -site Streets (so
28,153
On -site Parkin {sf)
27,205
On -site Sidewalks (sf)
11,179
Other on -site (sf)
Future (so
25,731
Off -site (sf)
Existin BUA*** (sf)
20,229
Total (so:
200,027
" Stream Class and Index Number can be detennined at: htip.I aortal.ncdenr.org oeblulq&s/csu/classi cations
hnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, ctc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of

'Report only that amount of existing BUA that will rentarn !after development. Do not report any existing BUA that
is to be removed and Which Will be replaced by rtew B LIA.
11. How was the off -site impervious area listed above determined? Provide documentation. Offsite Drainage
Area and BUA is for Future Development Parcel
Proiects in Union County; Contact DEAfLR Central Qffi
ice.suff to check if the project is located within u Threatened ci
I ndangered,Species ai,utershed that taut, he syl sect to Inory strarrt,'enf slorpnivater r•equireajetils OF per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt�[/portai.ncclerzr.org/web/wy/ws/su/bmp-manttal.
Vt. 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
littp://12rt,i1.ncdenr.oraweb/wq/wsZsu/sLitesw/"fc)rms_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 htt�/aortal.ncdenr.org/webLrvp/ws/su/inzaps.)
Please indicate that the following required information have been provided by 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 htt : 2rta Imcclen norZl web wwe ws/su statesw forms does.
lni Is
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Dced Restrictions & Protective Covenants
Form. (if required as per Part VII below) ���
3. Original of the applicable Supplement Forms) (sealed, signed and dated) and O&M
agreement(s) for each BMP. 1550
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htt/www.envhelp.org/­
a es onesto ex ress.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/management. f
b, 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'/z mile of the site boundary, inClLde the r/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy),
8. Two sets of plans folded to 8.5" x 14" (scaled, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm. EC E IV
c. Location map with named streets and NCSR numbers. �+
Legend. e. APR 2 3 2020
e. North arrow.
f. Scale.
g. Revision number and dates. BY:
h. Identify all surface waters oil the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MI iW or NI-1W line of tidal
waters, and any coastal wetlands landward of the MHW or NI-IW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NI-1W) 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.
n. Existing drainage (including off -site), drainage casements, pipe sizes, runoff calculations,
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
I-orm SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required). ,
9. Copy of any applicable soils report with the associated SI-IWT elevations (Please identify r--
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"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMI's, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedulc a site visit for DEMLR to uerihl the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 6182 Page No: 1125
11. For corporations and limited liability corporations (LLC): Provide documentation from the Nctsz:
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
bttp; / /www.secretary.state.nc.us/Corporations/CSearch.asL)x
Vll. 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
I3UA 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 http://12ortal,ncdeiir.org/web/Ir/state-
storunwater-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 Iot.
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 EngineenGarry S. Pie, P.E.
Consulting Firm: GSP Consulting,PLLC
Mailing Acidress:6626-C Gordon Road
City:Wilmington State:NC Zip:28411
Phone: (910 ) 442-7870
Email:gpa pe®gsp-consu ltin.g.com
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Fiiformation, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, Win 2a) - , certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
Iisted in Contact laforrnation, item 1a) with (print or type name of orgaiuzation Ilsted in.
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Mk ECIEly
APR 2 3 2020
Form SWU-101 Version Oct. 31, 2013 Page 5 of H
•

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for Compliance with the DEMLR stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, . 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 expires
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact fnfonnation, item 1a) S-T-r Q. 3o•.�sS Wiz.
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 ru Eder 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: 11Zlv12o2y
a Notary Public for the State of S*A 00-A n s , County of
lama do hereby certify that S C0* gau05-tA personally appeared
before me this ZV17%y of ?_bZii , and acknowl dgge t due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL,
My commission expires
Us F , A^10113
ECE IVE ,
APR 2 3 2020
BY.
Form S WU-101 Version Oct. 31, 2013 Page 6 of 6

SUPPLEMENT-EZ FORM COVER PAGE
En �trarmn
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Quantity I Location(s)
Infiltration System
1 1 North East Corner of Site
Bioretention Cell
1
Wet Pond
Stormwater Wetland
Permeable Pavement
�.
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
1
Disconnected Impervious Surface
Treatment Swale
Dry Pond
1 I
Designer information for this project:
Name and Title:
Garry S. Pape, P.E.
Organization:
GSP Consulting, PLLC
Street address:
6626 Gordon Road, Unit C
City, State, Zip:
Wilmington, NC 28411
Phone number(s):
910-442-7870
Emaii:
[e-mail]
Designer
C
'a SEAL
031315
NIE
R Y
Cover Page
�k , ,
Signatur f DA d n
D ate
Applicant:
Project Name:
Villages at Plantation Landing
Address
8740 Market Street
City ! Town
Wilmington
Company:
ICI@Yton Properties Group, Inc.
Contact:
IScott Bowser, Assistant Secretary
Mailing Address:
1211 Racine Drive, Suite 101
City, State, Zip:
1wilmington, NC 28403
Phone number(s):
910-409-0211
Email:
Certification Statement:
certify, under penalty of law: that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
- that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.

INFILTRATION SYSTEMS
Villages at Plantation Landing
THE DRAINAGE AREA
Drainage area number
1
Break down of BUA in the drainage area (both now and existing):
Total coastal wetlands area (sq ft)
Parking / driveway (sq ft)
27,205 sf
Total surface water area (sq ft)
Sidewalk (sq ft)
11,179 sf
Total drainage area (sq ft)
306,747 sf
Roof (sq ft)
87,530 sf
BUA associated with existing development (sq ft)
200,027 sf
Roadway (sq ft)
a.153 sf
Proposed new BUA (sq ft)
Other, please specify in the comment box below (sq ft)
45,960 sf
Percent BUA of drainage area
65%
iTotal BUA (sq ft)
200,027 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater programs) that apply (please specify):
Design rainfall depth (n)
1.5 in
2004 Minimum volume required (cu ft) 24,420 sf
Design volume of SCM (cu ft) 24,843 sf
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
#2 Is the SCM located on or near contaminated soils?
No
#8 Does the mafnetenance access comply with General MpC (8)?
Yes
#3 What are the side slopes of the SCM (H:V)?
3:1
#9 Does the drainage easement comply with General MDG {9)?
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
#4 Are the inlets, outlets, and receiving stream protected from eros{or (10-yearstorm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)7
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
#6 What is the method for dewatering the SCM for maintenance?
Pump (preferred) ,
#13 Was the SCM designed by an NC licensed professional?
Yes
INFILTRATION SYSTEM. MDC FROM 02H .1051
#1 SHWT elevation (fmsl) 35 ft
#5 Length (ft)
106 it
#1 Was the soil investigated in the footprint and at the elevation of the infiltration system? Yes
#5 Width (ft)
82. ft
#1 Soil infiltration rate (inlhr) 14.0 inlhr
#5 Depth/Height (It)
3 ft
#1 Briefly describe the hydraulic properties and characteristics of the soil profile:
#5 Surface area of the bottom of the infiltration system (sq feet)
19,115 sf,
SAND
#5 Ponding depth of the design volume (in)
15, in
95 Estimated dewatering time {hours)
1,03 hrs
#5 For trenches only: Perforated pipe diameter, if applicable (inches)
#2 SHWT elevation (fmsl)
35 ft
#5 For trenches only: Number of laterals
#2 Bottom of the Infiltration system (fmsl)
37 ft ..
#5 For trenches only: Stone type, if applicable
#2 Is a detailed hydrogeologic study attached if the separation is between 1 and 2 feet?
No
#5 For trenches only Stone void ratio (%)
#3 Proposed slope of the subgrade surface (%)
0.1 %
#5 For trenches only: Is stone free of fines?
#3 Are terraces or baffles provided?
No
#5 For trenches only: Is the stone wrapped in geotextile fabric?
#4 Describe the pretreatment that will be provided:
#fi 1s the infiltration system located underground?
No
SUMP #6 If so, has at least one infiltration port been provided?
ADDITIONAL INFORMATION
Please use this space to provide any information about this infiltration system that you think is relevant to the review:
25,731 SF of BUA Allocated for Future Development and 20,229 SF of BUA is existing to remain. -
JAI 3 1 2020 U
BY--
_1
Infiltration

Operation & Maintenance Agreement j
Project Name:
Project Location:
Villages at Plantation Landing
8740 Market Street, Wilmington, NC 28411
I Cover Page I
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & cc
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity;
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Welland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
O&M tables wil
Location(s);
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
De aaaeo
corner
acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures
Responsible Party: Andy Mills
Title & Organization: Assistant Secretary - Clayton Properties Croup, Inc
Street address: 160 Mine Lake Court
i Y. s zip: Raleigh, NC 27615
ho umb (s):910-409-0211
[e-mail]
Signature; Date;
�? 1+
I. L:� r��' t - , a Notary Public for the State of P (,7 ,ire ! 1 o1d�—
County of do hear cerJ that
personally appeared before me this day of � n 1 and
acknowledge the due execution of the Ope—raTionshrid Maintenance Agrellement.
Witness my hand and official seal,
ittrtr
ECEIVE
NOTARY MAY 0 4 2020
$ PUBLIO *c> BY:
Seal 4,a'9. C My commission expires: (� 13,202,

r
Infiltration System Maintenance Requirements ]
Important maintenance procedures:
- The drainage area will be carefully managed to reduce The sediment load to The infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be watered twice weekly if
- No portion of the infiltration basin will be fertilized after the initial fertilization that is required to establish
- The vegetation in and around the basin will be maintained at a height of approximately six inches.
After the infiltration basin is established, it shall be ins ected once a quarter and within 24 hours after every storm event
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potentialproblem:
How to remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil andlor
Regrade the soil if necessary to remove the gully, and then plant
infiltration basin
erosive gullies have formed.
a ground cover and water until it is established. Provide lime and
a one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the sediment off -site.
swale
applicable).
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide
swale (if applicable).
erosion control devices such as reinforced turf matting or riprap
to avoid future problems with erosion.
The forebay
Sediment has accumulated
Search for the source of the sediment and remedy the problem if
and reduced the depth to
possible. Remove the sediment and dispose of it in a location
75% of the original design
where it will not cause impacts to streams or the BMP.
depth.
Erosion has occurred or
Provide additional erosion protection such as reinforced turf
riprap is displaced,
matting or riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticides are used,
wipe them on the plants rather than spraying.
The main treatment area
A visible layer of sediment
Search for the source of the sediment and remedy the problem if
has accumulated.
possible. Remove the sediment and dispose of it in a location
where it will not cause impacts to streams or the BMP. Replace
any media that was removed in the process. Revegetate
disturbed areas immediate! .
Water is standing more
Replace the top few inches of filter media and see if this corrects
than 5 days after a storm
the standing water problem. If so, revegetate immediately, If not,
event.
consult an appropriate professional for a more extensive repair,
Weeds and noxious plants
Remove the plants by hand or by wiping them with pesticide (do
are growing in the main
not spray).
treatment area.
The embankment
Shrubs or trees have
Remove shrubs or trees immediately.
started to grow on the
embankment.
�� � � � —
An annual inspection by an
appropriate professional
Make all needed repairs. rr,,ff
4riQ�� Q 4 2G2a
shows that the
embankment needs repair.
�Yf
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is
Repair or replace the outlet device.
damaged
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at
Resources Regional Office.
the outlet.