SW8000232_CURRENT PERMIT_20220629 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00 02 32
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 Q b 201
YYYYMMDD

ROY COOPER
Governor
EUZABETH S. BISER
secretary
BRIAN WRENN
Director
June 29'", 2022
The Camp Group, LLC
Attn: Richard J. Campagna, Member -Manager
311 Judges Road, Suite 12F
Wilmington, NC 28405
NORTH CAROLINA
EnHronmented Qttaary
Subject: Permit Renewal
Post -Construction Stormiwater Management Permit No. SW8 000232
United Rentals
New Hanover County
Dear Mr. Campagna:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on June 27'", 2022. The Division is hereby notifying you that permit SW8 000232 has been
renewed, updated, and re -issued on June 29'", 2022, as attached. Please be aware that the renewal and re -issuance
of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until March 27", 2030 and does not supersede any other agency permit that may be
required. The project shall be subject to the conditions and limitations as specified therein. This permit does not
impose new or increased stormwater control requirements; it clarifies the rules and requirements of this program
to provide you with a better understanding of your obligations under this permit. Failure to comply with these
requirements will result in future compliance problems. Please note that this permit is not transferable except
after notice to and approval by the Division.
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 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.
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan McPeake in the Wilmington Regional Office at [phone] or
[e-mail].
Sincerely,
Ck,
X; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/DM: %Stornwater\Pernits & Projects\2000\00023211D\2022 06 permit 000232
cc: J. Branch Smith, PE; 122 Cinema Drive, Suite 201; Wilmington, NC 28403
Wilmington Regional Office Stormwater File
D_E Q'� North Carolina Department of Environmental Quallty I Division of Energy, N lneal and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extenslon I Wilmington, North Carolina 28405
. ==-.nu - /'� 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 000232
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations promulgated and
adopted by the North Carolina Environmental Management Commission, including 15A NCAC
02H.1000 amended on January 1, 2017 (2017 Rules) (the "stormwater rules'),
PERMISSION IS HEREBY GRANTED TO
The Camp Group, LLC
United Rentals
5919 Market Street, Wilmington, New Hanover County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) draining to one
(1) wet detention pond ("stormwater control measures" or "SCMs") as outlined in the application,
approved stormwater management plans, supplement, calculations, operation and maintenance
agreement, recorded documents, specifications, and other supporting data (the "approved plans
and specifications') as attached and/or on file with and approved by the Division of Energy,
Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The
approved plans and specifications are incorporated by reference and are enforceable part of
this permit.
This permit shall be effective from the date of issuance until March 27. 2030 and shall be
subject to the following specified conditions and limitations. 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 condition. 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 for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
217.800 square feet. The runoff from all BUA within the permitted drainage area of this
project must be directed into the permitted SCM. The BUA requirements and allocations
for this project are as follows:
a. SCM BUA LIMITS. The SCM has been designed using the runoff treatment method to
handle the runoff from 217,800 square feet of BUA within the delineated drainage
area. The BUA for the future development is limited to 21,000 square feet.
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 000232
2. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area
improvements listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been
proposed for this project. Pervious area improvements will be allowed in this project if
documentation is provided demonstrating those improvements meet the requirements of
the stormwater rule.
3. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the
sealed, signed and dated supplement and as shown in the approved plans and
specifications. This SCM must be provided and maintained at the design condition.
b. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans
shall be followed in its entirety during construction. After the plants are established,
the operation and maintenance agreement must be followed.
c. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within
the wet pond. Decorative spray fountains will be allowed in the wet pond if
documentation is provided demonstrating that the proposed fountain will not cause
resuspension of sediment within the pond or cause erosion of the pond side slopes.
d. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some
water be maintained in the permanent pool, the vegetated shelf is planted with
appropriate species that can handle fluctuating conditions, and human health issues
are addressed.
4, STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
5. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and
maintained in grass or other vegetation adjacent to all surface waters as shown on the
approved plans. The setback is measured horizontally from the normal pool elevation of
impounded structures, from the top of bank of each side of streams or rivers, and from the
mean high waterline of tidal waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated
setback except as shown on the approved plans.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not
treated in an SCM must be released at the edge of the vegetated setback and allowed
to flow through the setback as dispersed flow.
6. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. EASEMENTS. All SCMs, stormwater collection systems, vegetated conveyances, and
maintenance access located on property owned by other persons or entities must be
located in permanent recorded easements or drainage easements as shown on the
approved plans.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. If a final plat is recorded, it must reference the operation and
maintenance agreement and must also show all public rights -of -way, dedicated
common areas, and/or permanent drainage easements, in accordance with the
approved plans.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 000232
d. DEEDS. The permittee shall record deed restrictions and protective covenants prior to
the issuance of a certificate of occupancy to ensure the permit conditions and the
approved plans and specifications are maintained in perpetuity.
CONSTRUCTION. During construction, erosion shall be kept to a minimum and any
eroded areas of the on -site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During
construction, all operation and maintenance for the project shall follow the Erosion
Control Plan requirements until the Sediment -Erosion Control devices are converted to
SCMs or no longer needed. Once the device is converted to a SCM, the permittee
shall provide and perform the operation and maintenance as outlined in the applicable
section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control
device and/or removed or destroyed during construction, it must be restored to the
approved state stormwater design condition prior to close-out of the erosion control
plan and/or project completion and/or transfer of the state stormwater permit. Upon
restoration, a new or updated certification will be required for the SCM(s) and a copy
must be submitted to the appropriate DEQ regional office.
MODIFICATIONS. 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), 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.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 000232
DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall
determine if the project is in compliance with the approved plans and take the necessary
following actions:
a. If the permittee determines that the project is in compliance with the approved plans,
then within 45 days of completion, the permittee shall submit to the Division one hard
copy and one electronic copy of the following:
i. The completed and signed Designer's Certification provided in
Attachment A noting any deviations from the approved plans and
specifications. Deviations may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved
plans, the permittee shall submit an application to modify the permit within 30 days of
completion of the project or provide a plan of action, with a timeline, to bring the site
into compliance.
10. OPERATION AND MAINTENANCE. The permittee shall provide and perform the
operation and maintenance necessary, as listed in the signed operation and maintenance
agreement, to assure that all components of the permitted on -site stormwater system are
maintained at the approved design condition. The approved operation and maintenance
agreement must be followed in its entirety and maintenance must occur at the scheduled
intervals.
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by
the Division and the stormwater rules such as the construction of additional or
replacement on -site stormwater systems. These additional or replacement measures
shall receive a permit from the Division prior to construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and
made available upon request to authorized personnel of the Division. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.
11. PERMIT RENEWAL. 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 15A NCAC 02H.1045(3).
12. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT
INFORMATION. The permittee shall submit a completed Permit Information Update
Application Form to the Division within 30 days to making any one of these changes.
13. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved transfer
of the permit.
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 000232
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;di
V. rights to another individual or entity;
vi. 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);
TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
14. COMPLIANCE. The permittee is responsible for complying with the terms and conditions
of this permit and the approved plans and specifications until the Division approves the
transfer request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible
for verifying that the proposed BUA within each drainage area and for the entire project
does not exceed the maximum amount allowed by this permit. The permittee shall
review and routinely monitor the project to ensure continued compliance with the
conditions of the permit, the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
c. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
e. ENFORCEMENT. 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 procedures as set forth in NCGS 143 Article 21.
f. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division
an annual certification completed by either the permittee or their designee confirming
the projects conformance with permit conditions.
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 000232
g. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the
Director that the changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required
for this development to take place, as required by any statutes, rules, regulations, or
ordinances, which are imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit renewed and reissued this the 2911 day of June, 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(Ado" "
Brian Wrenn, Director
Division of Energy. Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
United Rentals
Permit No. SW8 000232
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
This original issuance approved the constriction of
3/27/2000
Original
1.0
105,671 square feet of built -upon area (BUA) treated in
Approval
a wet detention pond.
1/30/2020
Renewal
2.0
This issuance renewed the permit until March 27, 2022.
This issuance transferred the permit from Parkway
5/21/2020
Transfer
2.1
Business Park, LLC to The Camp Group, LLC
This issuance approved the modification of the permit to
add additional project area and BUA. The wet detention
10/29/2020
Major
2.2
pond is being redesigned to accommodate the additional
Modification
BUA and the site is being brought up to the 2017
Stormwater Rules with these modifications.
6/29/2022
Renewal
3.0
Expires on 3/27/2030
Page 1 of 1

BK: RB 6570
III
III
II II
III
III
IIII
I
III
PG: 279
CCORDED
2022020996 NC FEE $51.00
06-01-2022
NEW HANOVER COUNTY, NC
04:35:39 PM
TAMMY THEUSCH PIVER
RY. STEPHANIE PEREZ
REGISTER OF DEEDS
DEPUTY
NONSTANDARD DOC FEE
STORMWATER POND OPERATION & MAINTENANCE AGREEMENT
5919 MARKET STREET — UNITED RENTALS FACILITY
NCDEQ STORMWATER PERMIT SW8 000232
This instrument was prepared by:
Paramounte Engineering, Inc.
Attn: J. Branch Smith, PE
122 Cinema Drive
Wilmington, NC 28409
This instrument was returned to:
The Camp Group, LLC
Attn: Richard J. Campagna
311 Judges Road, Suite 12F
Wilmington, NC 28405
JUN 0 ; 2022

on & Maintenance
Project Name:
Project Location:
United Rentals - Market St
5919 Market St, Wilmington, NC 28405
Maintenance recoras snail ne kept on the ronowing bmFr s). I nis maintenance recora snail De Kept In a log in a renown set iucaua
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
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
Level SpreaderNFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Present:
Present:
O&M tables
Location)
Location)
Location)
Location)
Location)
Location)
Location)
Location)
Location)
Location)
Location)
Location)
Locationi
Location
Locationi
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
` Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
Rick J Campagna
Manager
311 Judges Rd, Suite 12F
Wilmington, NC 28405
910-338-2409
[e-mail]
Date: 2 2
I, !SS 7- (C, , a Notary Public for the State of ,A %y-w C�w-L-✓ )a
County of f (.1 /G/G do hearby certify that 2'fa' nt7 t �9rtJQ
personally appeared before me this day of 224 . Lca 2 and
acknowledge the due execution of the Operaf nd Maintenance Agreement.
„oonnumnuu� �/, J/
Witness m �M�and�gdFotitigj�I seal,90 a ! 1Ra0 (iyyrtp,✓ T-
ory1�TL 0 1
z ue<cY JUN 01 2022
cn, �V BY:
�Ck couo
STr1RM-F7 I 5/20/2022
Version 1.4 O&M Manual Page 1 of 3

Sea/ My commission expires
Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practice
show that pruning is needed
to maintain optimal plant
JUN 0 12022
health.
Plants are dead, diseased or
Determine the source of the problem: soils, by logy, -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.
ST
verefnn 14 Wet Detention Pond MaiggWMMiRequirements (Continued) P,,,p ter'

The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
Wet Detention Pond Design Summary I
WET POND ID FOREBAY #7j4 MAIN POND
Pond 1 - Forebay 2 Permanent Pool El. 27 Permanent Pool El. 27
Temporary Pool El: 28.9 Temporary Pool El: 28.9
Pretreatment other No Clean Out Depth: 4 Clean Out Depth: 7
than forebay7 Sediment Removal El: 23 Sediment Removal El: 20
Has Veg. Filter? Yes Bottom Elevation: 22 Bottom Elevation: 19
F0,r5,try 41-- 1 Cwo+)
�. Poo 1, 2
.1- pooU 28'q
Sa, REA4r"ArL, OL Z¢.o
p;&to to EL 23.0
JUN 0 12022
BY:_
STORM-EZ 5/2012022
Version 1.4 0&M Manual Page 3 of 3

ULMLR UJL UNLY
Date eceive
Fee Paid
Permit Number
SU5
cSUJ
1000
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 000232
2. Project name: United Rentals
3. Project street address: 5919 Market Street
City: Wilmington County: New Hanover
ZIP: 28403
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at., https://deg.nc.gov/about/divisions/energv-
mineral-land-resources/energy-mineral-land-rules/stormwate r-prog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/abouUdivisions/energy-mineral-land-
tesources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: The Camp Group, LLC
2. Signing Official's Name: Richard J. Campa[tna
3. Signing Official's Title: Member -Manager
4. Mailing Address: 311 Judges Road, Suite 121'
City: Wilmington State: NC ZIP
28405
5. Street Address:
City:
6. Phone: [phone] Email: rick(g)carolinastorage.com
State: ZIP:
t= ii o a ti YY 6.
JUN 2 7 2022
N
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
JBS 1. A permit application processing fee of $505.00 payable to NCDEQ.
JBS 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
11]
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
JBS 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
JBS 5. Designer Certifications, Please select one
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
❑ The project has not yet been built. S / )
JBS 6. [IF APPLICABLE] If the project has been built, one o gifi * Co and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
JBS 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
httos://www.sosnc.gov/online services/search/by title/ Business Registration
JUN 2 7 2022
BY:__
Stormwaler Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
rd J"lle, the person legally responsible for the permit, certify that I have
a copy of the Permit and O&VAgreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or owners II information provided on this permit renewal application is, to the best of my
knowledge, correct and co fete.
Signature: Date:
NOTARIZATION:
that KArJW rA V
this the .01 day of !JAX'e_
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:QA11i ASlG(F!L✓
My commission expires 02,'c
a Notary Public for the State of
do hereby certify
personally appeared before me
20d?, and acknowledge the due
unu
�y N0TAR),':9�;^
�c�.• pUBLIC; �G%�
.'
JUN 27 2W
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

;� nn.� r.,� .
s1: � '�'%-'�e
�-
"lr ���i�{�`L .n�
�o L�
h:r u1r •,.

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT
INFORMATION
1
Project Name
United Rentals
2
Project AreaInc)6.01
3
Coastal Welland Area ac
0
4
Surface Water Area ac
0
5
Is this proiect Hi h or Low Density?
High
6
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H.1003(4)
7
Width of vegetated setbacks provided feet
N/A
8
Will the vegetated setback remain vegetated?
No
9
Is BUA other that as listed in .1 0034 c-0 out of the setback?
10
Is streambank Stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMz:
11
Infiltration System
0
12
Bioretention Cell
0
13
Wet Pond
1
14
Stormwatar Wetland
0
15
Permeable Pavement
0
16
Send Filter
0
17
Rainwater Harvesting (RAH)
0
18
Green Roo(
0
19
Level Spreader -Filter Ship (IS-FS
0
20
Disconnected Impervious Surface (DIS)
0
21
Treatment Swale
0
22
Dry Pond
0
23
Storm Filter
0
24
Silva Coll
0
25
Bayfilter
0
26
Fillers
0
iORMSLOADED
DESIGNER
CERTIFICATION
27
Name and Title:
Branch Smith PE
28
Organization:
Paramounte Engineenng, Inc.
29
Street address:
122 Cinema Orive
30
City, State Zip:
Wilmin glen,INC 28403
31
Phone numbers:
910-791.6707
32
Email:
bsmilh®pasmounle-eng.com
Ce�rtificetlon Statement:
II codify, under penalty of law that this Supplement-EZ form and all supporting information were propuetl under my dir( ban or
jeuporvlslon: that the Information provided In the form is, to the best of my knowledge and belief, true accurate, and complete; and That
,the engineering plane, specifications, operation and maintenance agreements and other supporting information are consistent with the
Inlomutdon pmvidetl here.
CARpz1
��pQ•'ESS/
:a SEAL =
034354 z`
•.•GIN•.
44��
Signs re of Designer
(a-
Date
rulu
l 1 Y d020
BY:

DRAINAGE AREAS
1
1Is this a high density project?
i Yes
2
1 If so number of drainage areas/SCMs
I 1
3
Its allipart of this project subject to previous rule
versions?
I No
(OfiA LOADED
DRAINAGE
AREA INFORMATION
Entire Site
1
4
Typo of SCM
Pond p1
5
Total BUA in project (ag it
217800 of
6
New BUA on subdivided lots (subject to permitting)
eq 1t
NIA
NIA
7
New BUA outside of subdivided lots (subject to
permitfln cf
N/A
8
Was -total area (ag it
80500 at
N/A
9
O6sito BUA fail III
45000 sf
N/A
10
Breakdown of now BUA outside subdivided lots:
Parking s fl
-Sidewalk (sq fi
- Roof fisq 6
1800 at
Roadway a If
- Future fisq fl
21000 at
- Other, please specify in the comment box below
e fi
44000 at
New infiltrating permeable pavement on subdivided
lots aq ft
12
New infiltrating permeable pavement outside of
subdivided Iota (sq tt
13
Exisitrg BUA that will remain (not subject to
emitting) (sq ftIf
106000 at
14
Emsfina BUA that is already ermitted s fl
15
ExistingBUA that will be removed s 6
16
Percent BUA
76%
17
Deai n storm inches
1.5 in
18
Deai n volume of SCM cu ft
29614 of
19
Calculafien method for design volume
Simple
ADDITIONAL
INFORMATION
20
drPlease use this apace to provide any additional information about the
drman o ama s
44,000 5f of now BUA to be gravel equipment storage and gravel driveway,
ppI YEIgVE
U L p LULU
BY:_--------

WET POND
1
Draimgo area number
1
2
Design volume of SCM Ica fl) 29614 of
Is the SCM sized to treat the SW from all surfaces at build-oul7 =fee
3
4
Is the SCM located away from contaminated soils?
Yes
5
What are the side slopes of the SCM (H:V)7
3:1
6
Does the SCM have retaining walls, gabion walls or other engineered
side slopes?
No
7
Are the inlets, outlets, and receiving stream protected from erosion (10
year storm)?
Yes
8
Is there an overflow of bypass for inflow volume in excess of the
design volume?
Yea
—(preferred)
9
What is the method for dowatering the SCM for maintenance?
Pump
10
If applicable, will the SCM be cleaned out after construction?
Yes
11
Does the maintenance access comply with General MDC (8)7
Yes
12
Does the drainage easement comply with General MDC (9)7
Yes
13
If the SCM is on a single family lot, does (wi117) the plat comply with
General MDC (10)?
No
14
Is there an 01 Agreement that complies with General MDC If 1)?
Yes
15
Is there on 08M Plan that complies with General MUG (12)7
Yes
16
Does the SCM follow the device specific MDC7
Yes
17 Was the SCM designed by an NC licensed professional?
- C RO - o--- -----
WMET NO FROM 53
Yes
SAIDA
18
Method used
19
Has a stage/storage table been provided in the calculations?
Yoe
20
Elevation of the excavated main pool depth (bottom of sediment
removal) (Intel)
19.00
21
Elevation of the main pool bottom -(lop of sediment removal) (lmsl)
2000,
22
Elevation of the bottom of the vegetated
shelf Qmsl)
26.00
23
Elevation of the permanent pool
(fmsl)
27.00
24
Elevation of the lap of the vegetated! shelf (fmsl)
27.00
25
Elevation of the temporary pool (fmsp
29.00
20
Surface area of the main permanent pool (square feet)
10726 of
27
Volume of the main permanent pool (cubic feet)
39224 of
28
Average depth of the main pool (feet)
4.70 8
29
Average depth equation used
Equation 3
30
it using equation 3, main pool perimeter (feet)
397.0 It
31
If using equation 3, width of submerged veg. shelf (feet)
6.0 it
32
Volume of the forebay (cubic foot)
6823 of
33
Is this 15.20%of the volume in the main pool?
Yes
34
Clean -out depth for forebay (inches)
36/48
35
Design volume of SCM Ica ft)
29614 cf
36
Is the outlet an orifice or a weir?
Orifice
37
If orifice, orifice diamstar (inches)
2.5 in
38
If wait, weir height (inches)
39
If weir, weir length (inches)
40
Drawdown time for the temporary pool (days)
2.6
41
Are the inlat(s) and outlet located in a manner that avoids shod.
circuiting?
Yes
42
Ara berme or baffles provided to improve the flow path?
No
43
Depth of forebay at entrance (inches)
48 / 60
44
Depth of forebay at exit (inches)
30 / 30
45
Does water JIM out of the larceny in a non -erosive manner?
Yes
46
Width of the vegetated shelf (feet)
6 It
47
Slope of vegetated shelf (H'.V)
6:1
48
Does the ofifico drawdown Irom below the top surface of Iho
permanent pool?
Yes
49
Does the bond minimize impacts to the receiving channel from the 1-
yr. 24-hr storm?
Yes
50
Are fountains proposod7 (It Y, please provide documentation that
MOC(9) Is mat.)
No
51
Is a (rash rack or other device provided to protect the outlet system?
Yes
52
to Iho tlam and ambankment planted in non -clumping turf grass?
Vos
53
Species of cud that will be used on the dam and embankment
Bermuda Mix
4 esns 9 pplan in —I gulp anbeen provide or a vegetated shelf?
oa
ADDITIONAL
INFORMATION
55
Pleaso use this space to provide any additional information about the
wet pond(e):
C E ZIV
OCT 2 8 2020
BY:
DAYS

t
i ,'il..'i�;
x�
�� . Pr:'i C,.

vurrEo �-AJrXi,4
�bo
Permit # SW8
Project Name
AS-BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in 15a NCAC 02H.1042(4) and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
❑ Check here if this is a partial certification. Section/phase/SCM # Pond 1
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A N
Printed Name Richard Campa/ona Signature
I, a Notary Public in the State of
County of 29U.15LJ1CA do hereby certify that 2C
personally appeared before me this e23 en day of ur, , 20 1 2
and acknowledge the due execution of this as -built certification.
Witness my ttk r and official seal
My commission expires /e Ll zn2N
c
N e1yC
a C G
fCOUNoz
Pennittee's Certification 15A NCAC 02FI .1042(4)
DEED RESTRICTIONS / BUA RECORDS
Completed /
Provided
N/A
1. The deed restrictions and protective covenants have been recorded and
Y or N
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has been
Y or N
provided to the Division.
J
3. Records which track the BUA on each lot are being kept. (See Note 1)
YorN
MAINTENANCE ACCESS
Completed/
ovided
N/A
I. The SCMs are accessible for inspection, maintenance and repair.
YorN
or N
2. The access is a minimum of 10-feet wide.
or N
3. The access extends to the nearest public right -of --way.
JUN 0 12022
BY:
NCDFQ 2/9/2018

Project Name
Permit # SW8
EASEMENTS
Completed /
Provided
I . The SCMs and the components of the runoff collection / conveyance system
Y or NO
are located in recorded drainage easements.
2. A copy of the recorded plaits) is provided.
Y or&N
SINGLE-FAMILY RESIDENTIAL LOTS 01
Completed /
Plats for residential lots that have an SCM include t1 e following:
Provided
I . The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
Y or N
21 if the SCM is removed relocated or altered without irior approval.
OPERATION AND MAINTENANCE AGREEMENT
Completed /
Provided
1. The O&M Agreement is referenced on the final recorded plat.
Y or
2. The O&M Agreement is recorded with the Register of Deeds and appears in
O N
the chain of title.
or
OPERATION AND MAINTENANCE PLAN
Completed /
Provided
I. Maintenance records are being kept in a known, set location for each SCM
® or N
and are available for review.
DESIGNER'S CERTIFICATION FORM
Completed /
Provided
1. A completed designer's certification form has been provided to the
N
e
Division.
or
Provide an explanation below for every requirement that was not met, and for every item marked "N/A."
Attach additional pages as needed.
_AtP O&-EA A*57WVlo4f5 6R. 4uE55 &ifSE/iENTS 1W9- NE.ED&'Q
JU;J 0 1 2022 '
BY_ NCDEQ 2/9/2018

Project Name IWcre0/-� Permit # SW8 Poo Z�z
AS -BUILT DESIGNER'S CERTIFICATION FOR
WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that the
project meets all of the MDC found in 15A NCAC 02H.1053, in accordance with the permit documents, plans and
specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such that the
intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section/phase/SCM # Pond 1
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
❑ Check here if pictures of the SCM are provided.
Printed Name J. Branch Smith Signature
NC Registration Number 034354 Date • is• �-�
SEAL: \\�ttlClAff/ll�i
- ESS/". ��i
�. of 04'' 9
;a SEAL
034354
*,VG I NE� C����
Consultant's Mailing Address:
122 Cinema Drive
City:Wilmington State:NC Zip:28409
Phone:[phone]
Consultant's Email address:
bsmithlaDparamounte-eng com
OO Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2.
® N/E = Not Evaluated (provide explanation on page 2). ®N/A = Not Applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under 15A NCAC 02H.1050.
Consultant's Certification (MDC 15A NCAC 02H .1053)
Forebay / Depths / Fountain
OO As -built
®N/E
®N/A
1. The available Sediment storage is consistent with the approved
plan and is a minimum of 6 in.
U/ or N
2. Water flow over the forebay berm into the main pond occurs at a
non -erosive velocity.
i or N
3. The provided Forebay Volume is 15%-20% of the main pool
volume.
V/ or N
4. The Forebay entrance elevation is deeper than the exit elevation
into the pond.
,� or N
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted value?
or N
6. Fountain documentation is provided.
Y or N
20
N" %I..a IS. a W A.
!UN 01 2022 NCDEQ 2/9/2018
BY:

Project Name
Permit # SW8
Side slopes / Banks / Vegetated Shelf
OAs-built
®N/E
®N/A
1. The width of the Vegetated Shelf is consistent with the approved
or N
plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the approved
fle or N
plans and is no steeper than 6:1.
As -built Main Pool / Areas / Volumes / Elevations
()As -built
mN/E
©N/A
1. The permanent pool surface area provided is consistent with the
toe or N
permitted value.
2. The Temporary Pool Volume provided is consistent with the
6e, or N
permitted value.
3. The permanent pool elevation is consistent with the permitted
W10, or N
value.
4. The temporary pool elevation is consistent with the permitted
N
value.
or
Inlets / Outlet / Drawdown
OAs-built
OWE
©N/A
1. The design volume draws down in 2-5 days.
L"Veoor N
2. The size of the Orifice is consistent with the permitted value.
k1r or N
3. A trash rack is provided on the outlet structure.
W'V� or N
4. Hydrologic impacts to the receiving channel are minimized from
&' or N
the 1 yr 24-hr storm discharge?
5. The inlets and the outlet location are situated per the approved
`¢' or N
plan and avoid short-circuiting.
Vegetation
OAs-built
®N/E
®N/A
1. The vegetated shelf has been planted with a minimum of 3
N
diverse species.
or
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or no
Ll< or N
less than 24 inches on center.
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or "N/E."
Attach additional pages as needed.
rU0 0 1202.2 NCDEQ2/9/2ols
By:

Project Name U't'fre-l) Ate' Permit # SW8 �Z''Z
A4,* sr S r
AS -BUILT DESIGNER'S CERTIFICATION FOR
GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that the
project meets all of the below listed General MDC found in 15A NCAC 02H.1050, in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -BUILT"
drawings, such that the intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section/phase/SCM # Pond 1
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
,&Check here if pictures of the SCMs are provided.
Printed Name J. Branch Smith Signature
NC Registration Number034354 Date S• s 5 1`
SEAL:D4,7//�i
:i SEAL
034354
%SrBRII AN��x���
Consultant's Mailing Address:
122 Cinema Drive
City:Wilmington State:NC Zip:28409
Phone:[phone]
Consultant's Email address:
bsmith(a)paramounte-eng com
O Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
® N/E = Not Evaluated (provide explanation on page 2). ®N/A = Not Applicable to this project or SCM.
Consultant's Certification 15A NCAC 02H .1003(3) & General MDC 15A NCAC 02H .1050
TREATMENT REQUIREMENTS
OO As -built
OO N/E
®N/A
I. The SCM achieves runoff treatment.
or N
2. The SCM achieves runoffvolume match.
or N
or N
3. Runoff from offsite areas and/or existing 13UA is bypassed.
4. Runoff from offsite areas and/or existing BUA is directed into
�jf or N
the permitted SCM and is accounted for at the full build -out
potential.
5. The project controls runoff through an offsite permitted SCM
Y or I.X
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has
IiP or N
been accounted for at the appropriate design storm level.
r
NCDEQ 2/9/2018
U110 1 20-
''

Project Name
Permit # SW8
or N
7. The SCM(s) meets all the specific minimum design criteria.
VEGETATED SETBACKS / BUA
OAs-built
QN/E
©N/A
1. The width of the vegetated setback has been measured from
Y or N
the normal pool of impounded waters, the MHW line of tidal
✓
waters or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
vegetation.
3. BUA that nnects the requirements of NCGS 143-214.7 (b2)(2)
Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7
Y or N
(b2)(2) is located within the setback and is limited to:
• Publicly funded linear projects (road, greenway sidewalk)
• Water -dependent structures
f
• Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Storniwatcr that is not treated in an SCM is released at the
Y or N
edge of the setback and allowed to Flow through the setback as
✓
dispersed now.
STORMWATER OUTLETS
OAs-built
QN/E
©N/A
1. the outlet handles the peak now from the 10-year storm with
L-Ir or N
no downslope erosion.
VARIATIONS
OO As -built
QN/E
©N/A
I. A variation (alternative) from the stormwater rule provisions
Y N
✓
has been implemented.
or
2. The variation provides equal or better stormwater control and
Y N
equal or better protection of surface waters.
or
✓�
COMPLIANCE WITH OTHER REGULATORY PROGRAMS
OAs-built
QN/E
ON/A
1. The project is compliant with other applicable regulatory
W'or N
programs.
SIZING
OO As -built
QN/E
©N/A
1. The volume of the SCM takes the runoff from all surfaces into
Vr or N
account and is sufficient to handle the required storm depth.
CONTAMINATED SOILS
OO As -built
QN/E
©N/A
1. Infiltrating SCM's are not located in or on areas with
Y N
contaminated soils.
or
SIDE SLOPES
(!)As -built
QN/E
©N/A
1. Vegetated side slopes arc no steeper than 3H:1 V.
or N
rJUR0 2022
BY:
NCDEQ 2/9/2018

Project Name
Permit # SW8
2. Side slopes include retaining walls, gabion walls, or other
surfaces that are steeper than 3H: IV.
Y or
3. Vegetated side slopes are steeper than 3H:1 V (provide
supporting documents for soils and vegetation).
Y or LP
EROSION PROTECTION
OAs-built
ON/E
ON/A
1. The inlets do not cause erosion in the SCM.
or N
2. The outlet does not cause erosion downslope of the discharge
point during the peak flow from the 10-year storm.
k_�' or N
EXCESS FLOWS
OAs-built
ON/E
OO N/A
1. An overflow / bypass has been provided.
tJi or N
DEWATERING
OO As -built
ON/E
ON/A
I. A method to drawdown standing water has been provided to
facilitate maintenance and inspection.
yP or N
CLEANOUT AFTER CONSTRUCTION
OAs-built
ON/E
ON/A
1. The SCM has been cleaned out and converted to its approved
design slate.
y� or N
MAINTENANCE ACCESS
OAs-built
ON/E
ON/A
1. The SCM is accessible for maintenance and repair.
or N
2. The access does not include lateral or incline slopes >3:1.
iX or N
DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT)
OAs-built
ON/E
ON/A
1. The designer is licensed under Chapters 89A, 89C, 89E, or
89F of the General Statutes.
1r or N
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or "N/E."
Attach additional pages as needed.
NCDEQ 2/9/2018

TAMMY THEUSCH PIVER New Hanover County
Register of Deeds Register of Deeds
320 CHESTNUT ST SUITE 102 t WILMINGTON, NORTH CAROLINA 28401
Telephone [phone] f Farc 910-798-7716
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State of North Carolina, County of NEW HANOVER
Filed For Registration: 06/01/2022 04:35:39 PM
Book: RB 6570 Page: 275-279
5 PGS $51.00
Real Property $51.00
Recorder: STEPHANIE PEREZ
Document No: 2022020996
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DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.
I
JUN 6 12022