SW8000408_Current Permit_20190927

Permit No. 5 vv COO¢66140P
(to&provided by DrV9)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
�wt I
WE'D DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original � 3
0
/O Ti
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: W�'r'Er�I 21�- /VIARt NA c�F W It. At it lj&T4*J
Contact Person: I>A+3 CASt"cCL Phone Number: (9« ) 4?4-I—9 Z40
For projects with multiple basins,specify which basin this worksheet applies to: WA,
elevations
Basin Bottom Elevation _7 ft. (floor of the basin)
Permanent fool Elevation ft. (elevation of the orifice)
Temporary Pool Elevation fL (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 3Z.aSa sq. & (water surface area at the orifice elevation)
Drainage Area 9. 4 ac. (on-site and offsite drainage to the basin)
Impervious Area $.A4 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 1 a S 1 ca.ft (combined volume of main basin and forebaj,)
Temporary Pool Volume cu (volzrme detained above the permanent pool)
Forebav Volume l SG cu.ft. (app admateh•'20%oftotal vohime)
0th,ei-pc..'�7i7?'?ins C
(sinficive aret4 t4+ Dk,''Q f.11h/e,'
w"
Diameter of Orifice 7' �'' in. ('to 5 duv tempos rice pool chary-down;`quires!)
Design Rainfall I in.
Design TSS Removal '- 1010 % (minimum 8S%required)
Form SWU-102 Rev 3.99 Page 1 of 4 RECEIVED
OCT 01 20 5
S•to e D�2®�M t]
BY:_ i)�

Footnotes:
l When using the Division SAIDA tables,the°correct SAIDA ratio For permanent pool sizing should be computed based upon the
actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties.the requirement for a vegetative filter may be waived if the wet detention basin is designed to pro%ide
90916 TSS removal. The NCDENR BMP manual provides design tables for both 83%TSS removal and 90%TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section. 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stonnwater Management Permit
Application Form,the agent may initial below. If a requirement has not been met,attach justification.
Applicants Initials
/sTi4 a. The permanent pool depth is between and 5 eet(required minimum of 3 feet).
1�1 A b. The forebay volume is approximately loq 20%of the basin volume.
ETA c. The temporary pool controls runoff from the design storm event.
AK%-A d. The temporary pool draws down in 2 to 5 days.
iA A e. If required,a 30-foot vegetative filter is provided at the outlet(include non-erosive flow
calculations)
Nt~- f The basin length to width ratio is greater than 3:1.
b i Ar g. The basin side slopes above the permanent pool are no steeper than 3:1.
MT h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less(show detail).
Wq-Ar i. Vegetative cover above the permanent pool elevation is specified.
hL\Tt 4 j. A trash rack or similar device is provided for both the overflow and orifice.
)lab, k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. if the basin is used for sediment and erosion control during construction,clean out of the
basin is specified prior to use as a wet detention basin.
J���. ► m. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION BASEN OPEILATION AND NN APUE:tiANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin.pretreatment including i'orebays and the
vegetated filter if one is provided.
This system(check one) 0 does 0 does n t incorporate a vegetated filter at the outlet.
This system(:.cheek one) 0 does does not corporate pretreatment other than a forebay.
Form SWU-l02 Rev 3.99 Page 2 of RECEIVED
OCT 0-f 2005
BY:

rr171V3 ^4-&�' &v-/- 3 � � pD
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation,erosion,trash accumulation,
vegetated cover,and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately,re-seed as necessary to maintain good vegetative cover,mow vegetative
cover to maintain a maximum height of six inches,and remove trash as needed.
3. Inspect and repair the collection system(i.e.catch basins,piping,swales,riprap,etc.)quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75%of the original design depth(see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality(i.e.
stockpiling near a wet detention basin or stream,etc.).
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.
When the permanent pool depth reads�, feet in the main pond,the sediment shall be removed.
When the permanent pool depth reads 4.'i feet in the forebay,the sediment shall be removed.
BASIN DIAGRAM
6?11 in the blonles)
Permanent Pool Elevation 2•�+Z.
Sediment Re ova!El. 75
---------- ___ Scdiment Rcmoval Elevation l• � 7i°ln
Bottom Ele tion�' } % --------------------------------------------- --
Bottom Elevation " #251%
FORE BAY INUIN, POND
5. Remove cattails and other indigenous wetland plants when they cover 50%of the basin surface. 'These
Wants shall be encouraged to grow along the vegetated shelf and forebay been.
6. If the basin must be drained for an emergency or to perform maintenance,the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SVM-102 Rcv 3.99 Pap 3 of 4

v -kS2.t `oQ. Der` s tr�� 0 oc)wee Ito t)
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title: M ICE. %21Z S I nFJ4t . Ct
A�Vr
L LD peAW Y LU el q r76 ZAddress: !1p tL �. Gi2C1 7 �
Phone:
Signature:
DateYG-p.3-caS� e,
Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots have been sold and a
resident of the subdivision has been named the president.
ytyA, let l.�/.t ,a Notary Public for the State of
County of 7LY3Y��'U ,do hereby certify that 'pA I
personally appeared before me this 3 ,day of 0eA*1a,,- Ov and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
Ile I'MI lout! !
*1i944
!l oalotlo cow*
Idrycaswm.ExpNN ftlb 9.
SEAL
My commission expires o0q&7
Form SWZJ-102 Rev 3.00 Page 4 of 4

sra
CF
ROY COOPER
i _ e
Governor
MICHAEL S.REGAN M ;
Secretary i�`(aw+
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
September 27, 2019
SCS Ventures, LLC
Gene Strader,Member-Manager
4114 River Road
Wilmington,NC 28409
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 000408
Watermark Marina of Wilmington
New Hanover County
Dear Mr. Strader:
Effective August 1,2013 the State Stormwater program has been transferred from the Division of Water
Quality(DWQ)to the Division of Energy,Mineral and Land Resources(DEMLR). All previous references to
DWQ will remain in older stormwater permits issued prior to August 1,2013 until they are modified. Please
note that this permit will now reference DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for Watermark Marina of Wilmington on September 12, 2019. The Division is hereby notifying
you that permit SW8 000408 has been renewed on September 27,2019,and shall be effective until October 7,
2027. For your records,please find enclosed a renewed,updated, and re-issued permit and a copy of the
renewal application.As requested, a copy of the current operation and maintenance agreement is enclosed.
Please keep this permit on file at all times. Please note that the renewed,updated, and re-issued permit does not
impose new or different terms; it merely restates some of the previous terms to provide you with a better
understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance
with the terms and conditions of this state stormwater permit.The plans originally approved on May 25, 2000
and subsequently modified on October 7,2005 and transferred on October 11,2011 and October 4,2013,will
remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2I4.1000
effective September 1, 1995.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),recordation of deed
restrictions,procedures for changes of ownership,transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system,to record
deed restrictions,to transfer the permit, or to renew the permit,will result in future compliance problems.
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.
If you have any questions,need additional copies of the permit or approved plans,please contact Garrett Zorda
at(910)796-7215 or via email at [e-mail].
Ainrely,_,,
Danny Smith, terim Director
Division of Energy,Mineral and Land Resources
GDS/gdz: \Mtormwater\Permits&Projects\2000\000408 HD\2019 09 permit 000408
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Dlvislon of Energy,Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NOFR7 CARO�
910.796.7215

State Stormwater Management Systems
Permit No. SW8 000408
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
SCS Ventures, LLC
Watermark Marina of Wilmington
4114 River Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention pond 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 & Land Resources
(hereafter referred to as the Division or DEMLR) and considered an enforceable part of this
permit.
This permit shall be effective from the date of issuance until October 7, 2027, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.6 of this permit. The stormwater control has been designed to
handle the runoff from 321,805 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in Sections 1.2 and
1.6 of this permit, and per approved plans. There is no allotment for future built-upon
area at the site.
4. All stormwater collection and treatment systems must be located in either public rights-
of-way, dedicated common areas or drainage easements. The final plats for the
project will be recorded showing all such required rights-of-way, common areas and
drainage easements, in accordance with the approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres: 9.44
Page 1 of 4

State Stormwater Management Systems
Permit No. SW8 000408
Onsite, ft2: 411,206
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 321,805
C. Design Storm, inches: 1.0
d. Pond Design Depth, feet: 6.0 (see Note 1)
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 2.82
g. Permanent Pool Surface Area, ft2: 32,550
h. Permitted Storage Volume, ft3: 50,674
i. Temporary Storage Elevation, FMSL: 4.22
j. Controlling Orifice: 2.5"0 pipe
k. Permitted Forebay Volume, ft3: 35,186
East Forebay, ft3: 15,936
West Forebay, ft3: 19,250
I. Receiving Stream/River Basin: Cape Fear River/ CPF17
M. Stream Index Number: 18-71
n. Classification of Water Body: "SC"
Note 1— The design depth was corrected from 9.82 feet to 6.0 feet, as per the 2005 calculations signed and
sealed on September 30, 2005 by Mark Arcuri, P.E. seal#24419,
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be entirely constructed, vegetated and
operational for its permitted use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at the design condition. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEQ / DEMLR. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
5. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away
from the shoreline.
f. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 000408
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.
7. 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 approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriately recorded
access easements from the nearest right-of-way.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
C. Further subdivision, lease or sale of all or part of the permitted project area.
d. Additions to the amount of project area.
e. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
f. The construction of any future built-upon area listed on the application or
additional phases.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. 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.
III. GENERAL CONDITIONS
1. 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. Dissolution of the partnership, corporate, or LLC; entity, subject to NCGS 55-14-
05 or NCGS 57D-6-07 and 08,
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
2. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to enforcement
procedures as set forth in North Carolina General Statute 143 Article 21.
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 000408
3. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those actions as may be required by this
Division, such as the construction of additional or replacement stormwater
management systems.
5. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
9. 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.
10. 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,
11. 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).
Permit updated, renewed and reissued this the 27th day of September 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
anny ith, Directo
Division of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

UEMLK USE UNLY
Dat Re52ived Fee raid Permit Number
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: 5 W 8-OOO,*OB
2. Project name: Wa4erwo r k Ma.r # h 2 nt Wftrwi✓ q -�p y
3. Project street address: riff P ver- X7ma ci
City: wd v►n i sq a -�o n County: o e rZIP : Z 409
4. What, if any, changes have been made to the project as permitted? La94 MOO received d y QENR
i%-Q,Z005. Owsie•- h;p ckagie ce c k 610 w /e dggyj J� Pig MLR Anril l ZO/6.
If the project has changed fronT the original approved plans, please complete SWU-101 fo a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/abouttdivisions/energv-
mineral-land-resou, i:.; r , ;;; ,:)rogram/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:Hdeg.nc.gov/abouttdivisions/energv-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property. 1tcz,� / Ve ,. i-LC-
1. Current Permit Holder's Company Name/Organization: yya�Crineerk lMariin& oT W j#"10�{o!7
2. Signing Official's Name: G ehe -941,ct deter
3. Signing Official's Title: ew he r - 04 rya r
4. Mailing Address: 4114 R i vie r
City: &l r4 State: IV C ZIP : 901409
5. Street Address: �'v e r Roo c�
City: W i I►'K j w a (P r State: At C ZIP : 093409
6. Phone: (910_)_200 GOGD Email: gene C 10 ra coo 94a I rea I w . Corn
ECIFIVE _
SEP 12 2019
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 HQ W/ORM. 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:
A1. A permit application processing fee of$505.00 payable to NCDEQ.
ok2. 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.
3. One hard copy and one electronic copy of recorded documents required b the original ermit that
q Yp
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.
1111N 4. U&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.
Xk 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
n 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.
6. [IF APPLICABLE] If the project has been built, one original hard copy 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.
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).
https://www.sosnc.gov/online services/search/by title/ Business Registration
9 C E IVE
SEP 12 2019
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11,2018

D. PERMITTEE'S CERTIFICATION
I, G e s e -54 v,a alde r -, the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement 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 ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: (1,.✓ Date:
NOTARIZATION:
I, '. a Notary Public for the State of
Qf+ jr 1 qj County of Weiz LLak Yi o yey , do hereby certify
that e vie- S:Yra personally appeared before me
this the 18 day of .5+_P .l6q:f 20�, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) HF.�;4��e
Notary Signature: : 2 �rAe��
My commission expires 22
2
a�A cov.��```��.
a§111
ECEiVE '
SEP 12 206
Stormwater Permit Renewal Application Form Page 3 of 3 May 11,2018

State Stormwater Management Systems
Permit No. SW8 000408 Modification
Watermark Marina of Wilmington
Stormwater Permit No. SW8 000408 Modification
New Hanover County
o
Designer's Certification — > A4jt; 4�m Or
E �n tom'
as a duly registered.
in the State of North Carolina, having been authorized to observe eriodicall /weekly/
full time) the construction of the project,
(Project)
for *P �'��:
(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist-of items on page 2 of this form is included in the Certification. . .
Noted deviations from approved plans and specification:
SEAL
Signature
Registrat on.I .umber ......_Ld6 .. .. 1 oo et .
Date
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Page 7of8

State Siormwater Management Systems
Permit No. SW8 000408 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage. - ,-,,-,., � , , ,, "4 aw.'-s. Pt-&af 6',
41 "-5 .to
2. The.drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The oubet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
L 12. Required drawdown devices are correctly sized per the approved plans.'
%6� 13. All required design depths are provided.
14. All required parts of the system are provided; such as a vegetated shelf,
and.a forebay.
15,; The required system dimensions are provided per-the approved`Or s.--.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 8 of 8