SW8140211_Current Permit_20190214

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
February 14, 2019
Helms Port Master Association, Inc.
Attn: Patrick D. Lennon, Vice President
60 Gregory Road, Suite 1
Belville, NC 28451
NORTH CAROLINA
Environmental Quality
Subject: Permit Transfer to HOA under SL 2011-256
State Stormwater Management Permit No. SW8 140211
Helms Port Subdivision
New Hanover County
Dear Mr. Lennon:
On March 2, 2018, the Division of Energy, Mineral and Land Resources (DEMLR) received a request
from SEL Property Investors, LLC, to transfer the subject stormwater management permit to a unit
owners association, owners association, or other management entity identified in the condominium
or planned community's declaration pursuant to NCGS 143-214.7(c2) and Session Law 2011-256. A
file review and final site inspection was performed on February 8, 2019 by DEMLR staff and as
noted in the enclosed inspection report, the site is currently in compliance with the terms and
conditions of the current state stormwater permit. The current permittee has attested that the
requirements of Session Law 2011-256 have been met, including:
1. The subdivision is subject to the requirements of Chapter 47F, aka the Planned Community
Act.
2. The permittee has submitted a completed and signed Permit Transfer application;
3. The permittee has submitted a copy of the recorded deed conveying any common areas of
the subdivision to the Association;
4. The Division has made a determination that the project is in compliance with the permit in
writing no more than 90 days prior to the transfer. The following documents have been
submitted to the Division:
a. A copy of the designer's certification for any permitted BMP's;
b. A copy of the recorded deed restrictions limiting the BUA on each lot;
c. Verification that the permitted maximum built -upon area per lot has not been
exceeded;
d. A copy of the recorded subdivision plat(s) documenting the number of lots and the
locations of all required drainage and maintenance access easements as depicted
on the approved plans;
e. Verification that more than 50% of the lots have been conveyed to individuals.
The Division is hereby notifying you that the requirements of NCGS 143-214.7(c2), NCAC 02H.1045,
and SL 2011-256 have been met and that permit SW8 140211 has been transferred on February
14, 2019 and to remind you that this permit shall be effective until March 6, 2022. For your
records, please keep the following enclosed copies on file: the cover letter, updated permit and
application documents; 0&M agreements; the inspection report; and the Permit Transfer Request
Form.
The project is subject to the conditions and limitations as specified in the updated and transferred
permit. 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 changing
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.
Off
7.7_ North Carolina DepartmentEnvironmentalof Envonmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
ceo-of
NOM CAROUNA
/`' 910.796.7215

State Stormwater Permitlo. SW8 140211
Page 2 of 2
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
Linda Lewis with DEMLR in the Wilmington Regional Office at [phone].
Sincerely,
For S. Daniel Smith, Interim Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:\\\Stormwater\Permits & Projects\2014\140211 HD\2019 02 permit 140211
cc: Tim Clinkscales, P.E., Paramounte Engineering
Wilmington Regional Office Stormwater File

State Stormwater Management
Permit'No. SW8 140211
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Helms Port Master Association, Inc.
Helms Port Subdivision
Aqua Vista Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) infiltration basin, seven (7)
infiltration trenches and two (2) wet detention ponds, all located within Y2 mile of and
draining to SA -class waters in compliance with the provisions of Session Law 2008-211
and 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 (hereafter, the Division or DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until March 6, 2022 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 stormwater system has been approved for the management of stormwater
runoff as described in Design Standard Conditions 1.9, 1.10 and 1.11 of this
permit. The subdivision is permitted for 159 lots, each allowed a maximum
amount of built -upon area as fisted in Schedule of Compliance Condition 11.9 of
this permit.
3. The total maximum amount of built -upon allowed for this project is 1,247,556
square feet, as listed in the application documents.
4. The infiltration basin (DA-H) has been designed to meet the Alternative design
criteria by infiltrating the 10 year 24 hour storm volume without overtopping at
of the reported infiltration rate, therefore, an offline bypass and vegetated filter
are not required.
5. Each of the two (2) wet detention ponds must be operated with a secondary BMP
infiltration basin designed to infiltrate the 1 year 24 hour pre/post volume
difference discharged from each pond.
Page 1 of 7

State Stormwater :Management
Permit 'No. SW8 140211
6. All stormwater collection and treatment systems must be located in either public
rights -of -way or dedicated common areas 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.
7. The project shall provide and maintain a 50-foot-wide buffer adjacent all surface
`eaters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers, and
the mean high water line of tidal waters.
8. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
9. The receiving stream for all of the permitted BMP's is Masonboro Sound, CPF24,
Stream Index Number 18-87-25.7, classified
SA ORW.
10. The following design criteria have been approved for the two (2)
wet detention
ponds and must be provided in the system at
all times.
DA-1
DA-2
a. Drainage Area, acres:
32.2
22.0
Onsite, ft2:
1,402,632
958,320
Offsite, ft2
N/A
N/A
b. Total Impervious Surfaces, ft2:
611,147
457,380
Onsite, ft2:
611,147
457,380
Offsite, ft2
N/A
N/A
C. Design Storm, inches:
3.85
3.85
d. Average Pond Design Depth, feet:
5.5
5
e. TSS removal efficiency:
90
90
f. Permanent Pool Elevation, FMSL:
20.0
19.0
g. Permanent Pool Surface Area, ft2:
97,422
43,252
h. Permitted Storage Volume, ft3:
157,795
80,532
i. Temporary Storage Elevation, FMSL.
21.5
20.65
j. Controlling Orifice, in:
3.5
3.0
k. Orifice flowrate, cfs:
0.23
0.20
I. Permitted Forebay Volume, ft3:
97,554
36,949
m. Fountain Horsepower
2
1/2
11. The following design criteria have been approved for the infiltration basin and
must be provided in the system at all times:
DA-H
a.
Drainage Area, acres:
1.95
Onsite, ft2:
84,942
Offsite, ft2
N/A
b.
Total Impervious Surfaces, ft2:
53,579
Onsite, ft2:
53,579
Offsite, ft2
N/A
C.
Basin Depth, feet:
4.0
d.
Design Storm, inches:
3.85
e.
Bottom Elevation, FMSL.
5.0
f.
Permitted Surface Area @Bottom, ft2-
3.723
g.
Permitted Storage Volume, ft3:
15,353
h.
Storage/Bypass Elevation, FMSL:
8.0
i.
Type of Soil:
Course Fine Sand
j.
Expected Infiltration Rate, in/hr:
10
k.
Time to Draw Down, hours:
3.6
I.
Seasonal High Water Table, FMSL:
1.4
Page 2 of 7

12
State Stormwater Management
Permit No. SW8
140211
The following design criteria have been approved for the seven (7) infiltration
trenches
and must be provided in the system at all times:
DA-A
DA-B
DA-C
DA-D
a.
Drainage Area, acres:
0.64
0.34
0.65
0.65
Onsite, ft2:
27,878
16,552
28,314
28,314
Offsite, ft2
N/A
Nil/.A.
nyA
N/A
b_
Total Impervious Surfaces, ft2:
13,504
9,147
13,068
17,859
Onsite, ft2:
13,504
9,147
13,068
17,859
Offsite; ft2
N/A
N/A
N/A
N/A
C.
Design Storm, inches:
3.85
3.85
3.85
3.85
d.
Trench Length, feet:
104
90
124
134
e.
Trench Width, feet:
12
12
12
12
f.
Trench Depth, feet:
4.5
4.5
4.5
4.5
g.
Bottom Elevation, FMSL:
3.0
3.03
3.15
2.95
h.
Bottom Surface Area, ft2:
1.222
1,057
1,457
1,574
i.
Bypass Weir Elevation, FMSL:
8.32
8.26
8.24
8.33
j.
Perforated Pipe Diameter, in.:
36
36
36
36
k.
Perforated Pipe Length, ft:
188
160
228
248
I.
Permitted Storage Volume, ft3:
2,930
2,534
3,495
3,778
M.
Type of Soil:
Fine Sand
n.
Expected Infiltration Rate, in/hr:
10
10
10
10
o.
Seasonal High Water Table, FMSL:
1.4
1.4
1.4
1.4
p.
Time to Draw Down, hours:
2.6
2.9
2.4
DA-E
DA-F
DA-G
q.
Drainage Area, acres:
0.45
0.58
1.79
Onsite, ft2:
19,602
25,264
77,972
Offsite, ft2
N/A
N/A
N/A
r.
Total Impervious Surfaces, ft2:
12,196
16,552
43,124
Onsite, ft2:
12.196
16,552
43,124
Offsite, ft2
N/A
N/A
N/A
S.
Design Storm, inches:
3.85
3.85
3.85
t.
Trench Length, feet.
175
128
132
U.
Trench Width, feet:
6.5
12
27.5
V.
Trench Depth, feet:
4.5
4.5
4.5
W.
Bottom Elevation, FMSL:
3.35
3.35
3.25
x.
Bottom Surface Area, ft2:
1,137
1,504
3,630
y.
Bypass Weir Elevation, FMSL:
8.42
8.4
8.45
Z.
Perforated Pipe Diameter, in.:
36
36
36
aa.
Perforated Pipe Length, ft:
172
236
610
bb.
Permitted Storage Volume, ft .-
2,659
3;608
8,877
cc.
Type of Soil:
Fine Sand
dd.
Expected Infiltration Rate, in/hr-.
10
10
10
ee.
Seasonal High Water Table, FMSL:
1.4
1.4
1.4
ff.
Time to Draw Down; hours:
2.6
2.9
2.9
Page 3 of 7

State Stormwater Management
Permit No. SW8 140211
II. SCHEDULE OF COMPLIANCE
The permittee shall not alter any aspect or any component of the approved
stormwater drainage and collection system, or pipe any ditches or swales shown
on the approved plans, except for a minimum driveway pipe, unless and until the
permittee shall have submitted a modification to the permit and received approval
from the Division. Additionally, the permittee shall not allow any homeowner, lot
owner, builder or developer to alter any aspect or any component of the
approved stormwater collection system or to pipe any ditches or swales shown
on the approved plans, except for minimum driveway crossings, unless and until
the permittee shall have submitted a revision to the permit and received approval
from the Division.
2. The permittee shall routinely monitor the project to ensure that the proposed
built -upon area for the entire project including lot BUA, streets, recreation
facilities and sidewalks, does not exceed the permitted maximum allowable built -
upon area. Where the permittee finds a noncompliance with the permit on an
individual lot, the permittee shall notify the lot owner in writing, requiring
remediation of the noncompliance within a reasonable time frame, and shall
follow-up to ensure that the noncompliance has been resolved.
3_ The permittee is responsible for approving and monitoring all driveway pipe
installation on individual lots. The permittee shall assure that all piping shall be
that minimum amount and diameter necessary to adequately pass the drainage
underneath the driveway, while maintaining a 3.1 side slope.
4. The permittee shall not approve any lot plan where the permitted maximum BUA
limit is exceeded, or where piping of ditches or swales is proposed, or where
excessive driveway piping is proposed, without first submitting a permit
modification and receiving approval from the Division.
5. 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.
6. 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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of all or part of the project area.
d. Filling in, altering, piping, relocating, regrading, redirecting, resizing, or
removing any runoff conveyance measure (piped or vegetated) shown on
the approved plan.
e. The construction of any future BUA listed on the application.
f. The construction of any areas of #57 stone or permeable pavement for
BUA credit.
g. Any other revision/modification as determined by the Director.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
Page 4of7

State Stormwater Management
Permit No. SW8 140211
8. During construction, 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 clogging. 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. The following deed restrictions and protective covenants related to stormwater
management have been recorded in Deed Book 5879 beginning at Page 850 of
the New Hanover County Register of Deeds, are incorporated by reference, and
must be maintained in perpetuity:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 140211, as issued
by the Division under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. For the maximum built -upon area per lot see table below:
Lot Numbers I built -upon -Area
1-22 4,000
23-106 6,500
107-159 4,500
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All affected lots shall provide a 50-foot-wide buffer adjacent surface
waters, measured horizontally from and perpendicular to the normal pool
of impounded structures, the top of bank of both sides of streams and
rivers, and the mean high water line of tidal waters.
h. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
i. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
j. Built -upon area in excess of the permitted amount will require a permit
modification.
k. Any individual or entity found to be in noncompliance with the provisions of
a storrmwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in G.S. 143 Article
21.
Page 5 of 7

State Stormwater Management
Permit.'_`o. SW8 140211
10 The permittee shall keep records of maintenance activities 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 and what actions were taken.
11. The permitted system has been certified by an appropriate designer for the
system installed, certifying that tl;,-- permitted facility has been installed
accordance with this permit, the approved plans and specifications, and other
supporting documentation. There are no deviations from the approved plans and
specifications noted on the Certification.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function as designed. The approved Operation and Maintenance Agreement
must be followed in its entirety and maintenance must occur at the scheduled
intervals listed in the O&M Agreement.
13. Prior transfer of the permit, the stormwater facilities must be inspected by the
Division and 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. The facilities shall be constructed, operated and maintained in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data as attached to and on file with the Division.
III. GENERAL CONDITIONS
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, accompanied by the 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. An ownership change including 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;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
2. The permittee shall submit a completed and signed Permit Information Update
Form to the Division at least 30 days prior to any one of more of the following
events:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee;
3. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
4. Any individual or entity found to be in noncompliance with the provisions of a
storrmwater management permit or the requirements of the Stormwater Rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
Page 6 of 7

State Stormwater Management
Permit No. SW8 140211
5. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
6. 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.
7. 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.
8. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. The Permittee grants permission to staff of the DEQ to access the property for
the purposes of inspecting the stormwater facilities during normal business
hours.
10. Approved plans, supplement forms, O&M Agreements and specifications for this
project are incorporated by reference and are enforceable parts of the permit. A
copy of this permit, the supplement forms, the Operation and Maintenance
Agreements, and the approved plans and specifications shall be maintained on
file by the Permittee at all times.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal application shall include the
required application, appropriate application fee and documentation.
Permit updated, transferred and reissued this the 14th day of February 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- ')
S. Daniel Smith, Interim irector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 7

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number:
2. Project Name: ff /m S Art
3. Current Permit Holder's Company Name/Organization: SQL PMVerA Inimsfar.5 LLC
4. Signing Official's Name: P • L0c,2h Title: Me►nb2r / M2n2ger
5. Mailing Address: 310 tJ, j'~Y- nt Stedr, Suife 200
City: 1 I Min QfDA State: N L Zip: 20 40
6. Phone: Fax: �)
1. Gin2tl - DLc;3eh a log2n ho0%eS, coYr,
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: q&IM5- pI} m+ti f e v
2. Proposed permittee's signing official's name: aAy�c, LI>. Le el D
3. Proposed permittee's title: 1/�G�. ✓tom+ c,({ n t
4. Mailing Address: CQ 0 &Y(Ab r d 100-0C + 6u, + k
City: State: N(-• Zip: Z 8 yS I
Phone: �1( 10 ) .509 I-) Fax:( ` 10) 332-- 35L3
5. New Project Name to be placed on permit:
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
❑ The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information 4 JECA
1EIVE is
AUG is
MAR 0 2 2018
SSW N/O Change Rev24Sept2012 Page 1 of 43Y:
iSGi ed Y

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
KIT K" Check here if current permittee is transferring the property to a new owner and will not retain
ownershi'�q f the permit
I, SQL `i�ra cep krVc6-611t , the current permittee, am submitting this application
for a transfer of owne ship for permit # 5 W 8 t 4 a z 11 . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved - arcs, the approved
operation and maintenance agreement, past maintenance records, an st recent DIVVQ
stormwater inspection report to the proposed permittee named in Secti II d V of this form. I
further attest that this application for aname/ownership change is accu a complete tot a best
of my knowledge. I understand that if all required parts of this applicati re not completed* if all
required supporting information and attachments listed above are not i ded, this application
package will be returned as incomplete. I assign all rights and obligation as pe m ttee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the faciiity is in compliance with the
permit.
r �
Signature: ® Date: 7! z5"-/k
I, <Z• Va kke"s , a Notary Public for the State of
N o ea or a 11 I/10l.. , County of NC W l-o In b Vr ✓' , do hereby certify that
Z Logan personally appeared before me this the
SSW N/O Change Rev24Sept2012
�, and acknowledge the due execution of the
seal,
(Notary Seal)
JESSICA Z. VAMVAKIAS
NOTARY PUBLIC
New Hanover County
North Carolina 'y
My Commission Expires
Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, "- a+v 4'elk, �b . Len viD Y-N , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
E�e most recent permit
e designer's certification for each BMP
any recorded deed restrictions, covenants, or easements
❑ e DWQ approved plans and/or approved as -built plans
[�the approved operation and maintenance agreement
❑past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accur and complete to the best of my knowledge. I understand that if all required parts
of this applicati n not completed or if all required supporting information and attachments listed
above are not' e this application package will be returned as incomplete.
Signature: Date: -7-2,3——�
I,2.. VQ nn ila-ka a S , a Notary Public for the State of
N o /`t`n ea ✓al I n tk,, , County of Ale W H-a A 0 V e r , do hereby certify that
V 1+V � (.,�_ —D• LC A n O i(\ personally appeared before me this the
o2 J day of , 201(z and acknowledge the due execution of the
forgoing instrument. Witness my and and official seal,
r JErc:.r,A 7_.
�Valm
VAMVAKIAS
✓ (NotaBLIC
ota Si nature county
rY 9 rJorth Carolina
F % �� .fission Expires IL
0
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees. E C E I V E
AUG 15 20'5
13Y:
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections ll and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City:
Mailing Address:
City:
Phone:
Email:
State:
(if different from street address)
State:
Fax:
Zip:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 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 of the property owner
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
(Notary Seal)
RE.CEIVED
qUG 15 2016
SSW N/O Change Rev24Sept2012 Page 4 of 4

DEMLR USE ONLY
Date Regeived
Zee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Helms Port
2. Location of Project (street address):
100 Aqua Vista Drive
City:Wilmington County:New Hanover Zip:28409
3. Directions to project (from nearest major intersection):
Just north of Masonboro Harbour subdivision at the intersection of Aqua Vista Drive and Masonboro Harbor
Road
4. Latitude:34° 09' 19" N Longitude:77° 52' 58" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenezvals with modifications also requires SKU-102 - Renezval Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8140211 , its issue date (if known)3/6/14 and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ZHigh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed, c ^ G'VE
4. a. Additional Project Requirements (check applicable blanks; information on re q ' ed state permits can
obtained by contacting the Customer Service Center at 1-877-623-6748): PEP 2 2 20V x
®CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Ar
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts 1692q
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:E
5. Is the project located within 5 miies of a public airport? ZNo ❑Yes
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns theyrroject):
Applicant/Organization:Sel Property Investors, LLC
Signing Official & Tit1e:D Logan, Member -Manager
b. Contact information for person listed in item 1a above:
Street
vkl IL,
State:NC Zip:2'1 ZJY
Mailing Address (if applicable):P�ox�
City:Wil Uin n StateA Zip:28W
Phone: (910 ) 443-2869 Fax:
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
State: Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:5
City: State: Zip:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
Z. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be conveyed via a storm sewer system to wet detention ponds with secondarX
treatments of infiltration basins for the upland portions. The property along the waterway will be conveyed
via a storm sewer system and treated in underground infiltration trenches.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 75.2 acres
5. Total Coastal Wetlands Area: 1.2 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+: 74 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHI9 line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 46.7 %
9. How many drainage areas does the project have?9 (For high density, count 1 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.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
See Chart
see chart
see chart
see chart
Stream Class *
SC,Sw
Stream Index Number *
Total Drainage Area (sf)
On -site Drainage Area (sf)
0
Off -site Drainage Area (sf)
Proposed Impervious Area** s_
% Impervious Area** total
hn ervious"" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (sf)
see chart
see chart
see chart
On -site Streets (sf)
On -site Parking (sf)
0
On -site Sidewalks (sf)
Other on -site (sf)
0
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
Stream Class and Index Number can be determined at: littp�ortal.ncdenr.org&eb/zvq&s/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*N" Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DEMLR Central Offlce staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA 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 http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http: / / portal.ncdenr.org/web/wg/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wg/ws/su/map!.)
Please indicate that the following required information have been provided by initialinn in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
tia}s
1. Original and one copy of the Stormwater Management Permit Application Form. (ov
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below) TAG
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) acid O&M
agreement(s) for each BMP. �6
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopgxpress.html for information on the Express program
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

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and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
C
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). �-Gc
S. TVY V SetS of piaiiS fOided tv °.5" X 14" (sealed, 3igited, &: dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location xinap with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 64A-
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"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: (o Page No: ,777Y,�!� C
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
bttR://www.secre!giy.state.nc.us/C orations / CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-
stormwater-forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Form S'dVU-101 Version Oct. 31, 2013 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Tim Clinkscales, PE, PLS
Consulting Firm: Paramounte Engineering, Inc.
Mailing Address:122 Cinema Drive
City:Wilmington
Phone: (910 ) 791-6707
Email:[e-mail]
State:NC Zip:28403
Fax: (910 ) 791-6760
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
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:
I, 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
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

• e
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) D Logan
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature-- 6 Date: ,? I I j3 I 1 7
I, ire- 5* V4%KOW 160 , a Notary Public for the State of Noe*6yo I/014. County of
NSW lean 0yIG' , do hereby certify that Z L-01M rl personally appeared
before me this // day of Q M 64e✓ COD / 7, an owledge tl-�e due a ecution of the application f&
a stormwater permit. Witness my hand
JESSICA Z. VAMVAKIAS
NOTARY PUBLIC
New Hanover County
North Carol in
My Commission Expires 0 ����
and official seal,
�t"
SEAL
My commission expires'
cof
Form SWU-101 Version Oct. 31, 2013 Page 7 of 7

Permit No. -���//
(to be provided by DWQ)
'AA
A
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted akmg with all of the required information.
9, It7,i[;CT INFORMATION
Project name
Contact person
Chris Millis, PE
Phone number
910-791.6707
Date
2012014
Drainage area number
1
il. DESIGN INFORMAYIJN
Site Characteristics
Drainage area
1,402,632 fe
Impervious area, post -development
611,147 ft
% impervious
43.57 %
Design rainfall depth
1.5 or 1 year in
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
to
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24•-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity:)-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hrpeak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
77,520 ft3
75.166 ft3
215,355 ft3
140,169 ft3
157,795 ft3
N (Y or N)
3.9 in
n1a (unitless)
nla (unitless)
nla in/hr OK
ft3/sec
felsec
ft3/sec
21.50 fmsl
20:00 fmsl
n/a fmsl
20.50 fmsl
19.50 fmsl
13.00 fmsl
12 00 fmsl
1.00 It
(Y or N) t'tl
i. V r
fmsl FEB $ 1014
BY:
Form SW401-Wet Detention Basin-Rev.9-4118/12 Parts I. & II. Design Summary, Page 1 of

Permit
(to be provided by DWQ)
tt. rF.%dM 7N
Surface Areas
Area, temporary pool
102,640 le
Area REQUIRED, permanent pool
38,152 ftz
SAIDA ratio
2.72 (unitless)
Area PROVIDED, permanent pool, A�m_pw
97,422 ft OK
Area, bottom of 1Oft vegetated shelf, Ate, s,eff
90,563 f'
Area, sediment cleanout, top elevation (bottom of pond), AWLP.d
44,402 f?
Volumes
Volume, temporary pool 157,795 ft3
Volume, permanent pool, V,„ryw 499,701 ft3
Volume, forebay (sum of forebays if more than one forebay) 97,554 ft3
Forebay % of permanent pool volume 19.5% %
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vper,,,-PW
Area provided, permanent pool, Aper,yW
Average depth calculated
Average depth used in SAIDA, d,,,,, (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, AP.,„-P.I
Area, bottom of 1Oft vegetated shelf, Ana span
Area, sediment cleanout, top elevation (bottom of pond), AbOLP d
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d,,,, (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice ('If circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr Peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
90 %
y (Y or N)
n (Y or N)
2.72 (unitless)
n (Y or N)
499,701 ft3
97,422 ft
ft
ft
y (Y or N)
97,422 e
90,563 ft
92
OK
Need 3 ft min.
44,402 fe
6.50 ft
5.30 ft OK
5.5 ft OK
Y (Y or N)
3 50 in
in
0.60 (unitless)
0.50 it
N (Y or N)
(unitless)
(unitless)
ft
ft
ft�isec
ft"/sec
0 23 ft3/sec Storage volume discharge rate greater than pre-dev.1 yr24hr.
3.94 days OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
5:1
OK
OKAEC-
,
5-0 :1
OK
Y
2.5 ft orN)
OK
OK
FEB
B 18 cu
Y (Y or N)
OK
Y (Y or N)
OK
BY.
Y (Y or N)
OK
Pump
Forth SW401-Wet Detention Basin-Rev.9-4/18/12 _ Parts I. & Ir. Design Summary, Page 2 of 2

Permit Number:
(to be p ovided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will 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 removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ❑ does not incorporate pretreatment other than a forebay.
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 u on request.
P q
VE
Inspection activities shall be performed as follows. Any problems that ar u1EM18 2014
be repaired immediately.
BY:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
Swale
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
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BUT.
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
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. 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.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
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 Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 7 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
13 Pe anen
-------------- -- Volume
12 -ft Min.
Sediment
Storage
FOREBAY
Permanent Pool Elevation 20
Pool
- - - - - - Sediment Removal Elevation 13 ............. Volume
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Helm Point
BMP drainage area number: I
Print name:D Logan
Title:Member Manager
Address: 310 North Front Street Wilmington NC 28401
Phor
Sign.
Date
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.
I, C_AV LA CKLc L. rAt.: t x , a Notary Public for the State of
Kkbr{In. ea,roi.r,(j, County of „ru,� ,c c , do hereby certify that
7 • L eea n personally appeared before me this !-
day of R6_L•ayy, VQt , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
EN
0 NOTARY ?4
PUBLIC v
Rr��'fG sWI cKG0
SEAL
My commission expires_IL1 , 20 t4-
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
(to be provided by DWQJ
AHl
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
jL PROJECT INFORMATIONT
Project name
Contact person
Phone number
Date
Drainage area number
Helms Port
Chris Millis, PE
9*791-6707
217/2014
i1 DESIGN INFORMATION. —_—
Site Characteristics
Drainage area 958,320 fe
Impervious area, post -development 457,380 fe
% impervious 47.73 %
Design rainfall depth 1.5 or 1 year in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: $A Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hrrunoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
fe
fe
57.445 ft3
51,369 f?
129,731 fO
78,362 fP
80,532 i
N (Y or N)
In
nia (unitless)
n/a (unitless)
n/a in/hr OK
ft3/sec
P,3/sec
f?/sec
20.65 fmsl
19,00 fmsl
nla fmsl
19.50 fmsl
18.50 fmsl
13,00 fmsl
12.00 fmsl
1.00 ft
N (Y or N)+''lid
%'►�. yam. 'y-
207 fmsl OK;�
FEB 18 20%
&Y:
Form SW401-Wet Detention Basin-Rev,9-4118/12 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Ft1tflATJPf
Surface Areas
Area, temporary pool 52.447 fe
Area REQUIRED, permanent pool
32,008 ft?
SAIDA ratio
3.34 (unitless)
Area PROVIDED, permanent pool, Aperm_pw
43,252 fe
OK
Area, bottom of 10ft vegetated shelf, Ab,t $her
38,919 fe
Area, sediment cleanout, top elevation (bottom of pond), Ab,imnd
15,442 fiz
Volumes
Volume, temporary pool
80,532 ft3
OK
Volume, permanent pool, Vp--P d
171814 fe
Volume, forebay (sum of forebays if more than one forebay)
36,949 fe
Forebay % of permanent pool volume
21.5% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.34 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, VP,,--PW
171,814 ft3
Area provided, permanent pool, Ap._p.,
43,252 fe
Average depth calculated
ft
Need 3 It min.
Average depth used in SAIDA, d,,,, (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Awm_pw
43,252 fe
Area, bottom of 10ft vegetated shelf, AWLAdf
38,919 fe
Area, sediment cleanout, top elevation (bottom of pond), AWt nd
15,442 fe
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
5.50 ft
Average depth calculated
5.00 ft
OK
Average depth used in SAIDA, d,,,, (Round to down to nearest 0.5ft)
5.0 it
OK
Drawdown Calculations
Drawdown through orifice?
Y
(Y or N)
Diameter of orifice (if circular)
3.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (CD)
0.60 (unitless)
Driving head (Ho)
0.55 It
Drawdown through weir?
N
(Y or N)
Weir type
(unitless)
Coefficient of discharge (CW)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 244hr peak flow
if"sec
Post -development 1-yr, 24-hr peak flow
fe/sec
Storage volume discharge rate (through discharge orifice or weir)
020 Osec
Storage volume discharge rate greater than pre-dev. ly124hr.
Storage volume drawdown time
3.79 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
in It
OK
Length of flowpath to width ratio
5 :1
OK
Length to width ratio
5.0 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK �a r
Freeboard provided
2 4 ft
OK `�••�,..
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N
OK FEB2�14
Capures all runoff at ultimate build -out?
Y
(Y or N)
D
OK
Drain mechanism for maintenance or emergencies is:
Pump
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 2 of 2

Permit Number: __­5� efl
(to be provided by DWQ)
Drainage Area Number: �,
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will 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 removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ❑ does not incorporate pretreatment other than a forebay.
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.
., M :rM ��W �yy .1=.F�.vp
Inspection activities shall be performed as follows. Any problems that re o cY s a � j
be repaired immediately. FEB 1 a 2014
BMP element: Potentialproblem: How I will re diate the roblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximatelv six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate the problem:
The inlet device: pipe or
swale
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
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
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
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. 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.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of rriuskrat or
Use traps ro remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
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 Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 6 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 19
13 Pe anen Pool
- - - - - - - - - - - - - - - t-- Volume Sediment Removal Elevation 13 Volume
12-------------------------------------------- ------
_ -ft Min.
Sediment Bottom Elevation 12 1-ft n
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Helm Point
BMP drainage area number:2
Print name:D Logan
Title:Member Manager
Address:310 North Front Street Wilmington NC 28401
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.
I, Avvf LChen , a Notary Public for the State of
Nuv4"L Cav6V%n4 , County of "L,,, yi j�,rk , do hereby certify that
17. 1-a. aL., personally appeared before me this
day of , ?ate_, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Ilk
�4
C7 NOTARY X
03 PUBLIC 2
SEAL
My commission expires"
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No. " 1 ` / � //
(to be provided by DWQ)
WAT
(�pF�]��E,�q\O
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information
I!. PROJECT INFORMATION —
Project name Helms Port
Contact person Tim Clinkscales, PE
Phone number 910-791-6707
Date 6/27/2017
Drainage area number A
II. DESMINFORMATION
Site Characteristics
Drainage area
27,878-00 ftZ
Impervious area
13,504.00 ftz
Percent impervious
48.4% %
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.85
in
1-yr, 24-hr intensity
Whir
Pre -development 1-yr, 24-hrdischarge
ft3lsec
Post -development 1-yr, 24-hr discharge
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
fi3/sec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1.5" runoff volume
1693.00
ft3
Pre -development 1-yr, 24-hr runoff volume
1,494.00
ft3
Post -development 1-yr, 24-hr runoff volume
4,10800
ft3
Minimum volume required
2614.00
ft3
Volume provided
2,930-00
ft3 OK
Soils Report Summary
Soil type
Coarse Fine Sand
Infiltration rate
10.00
inlhr
SHWT elevation
1.40
fmsl
Trench Design Parameters
Drawdown time
0.11
days OK
Perforated pipe diameter
3600
in
Perforated pipe length
188.00
ft
Number of laterals
2
Stone type (if used)
No. 57
Stone void ratio
40
Stone is free of fines?
Y
(Y or N) OK
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
3.00
fmsl
Raise basin bottom, Must be at least 2-ft above SHWT
Storage/overflow elevation
8.32
fmsl
Top elevation
7.50
fmsl
Trench Dimensions
Length (long dimension)
10400
ft
Width (short dimension)
12.00
ft
Height (depth)
4.50
ft
OK
Additional Information
Maximum volume to each inlet into the trench?
0.74
ac-in
OK
Length of vegetative filter for overflow
95.00
ft
OK
Number of observation wells
4
OK
Distance to structure
nla
ft
OK
Distance from surface waters
98.00
ft
OK
Distance from water supply well(s)
nla
ft
OK
Separation from impervious soil layer
n/a
ft
OK
Depth of naturally occuring soil above SHWT
1.60
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
CB wl Sump
RECEIVED
JUL 0 3 zon
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit No. /-d
ATA(to be provided b�oWQdJ STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information.
I. PACT WORMATION
Project name
Contact person
Phone number
Date
Drainage area number
Helms Port _
Tim Clinkscales, PE
910-791-6707
6/27/2017
B
. DESIGN tWORUTION
Site Characteristics
Drainage area
16,552.00 ftz
Impervious area
9,147.00 ftz
Percent impervious
55.3% %
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
385
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
ft3/sec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1.5" runoff volume
1133.00
ft3
Pre -development 1-yr, 24-hr runoff volume
887.00
ft3
Post -development 1-yr, 24-hr runoff volume
2,753.00
ft3
Minimum volume required
1866.00
ft3
Volume provided
2,534.00
fta
Soils Report Summary
Soil type
Coarse Fine Sand
Infiltration rate
10.00
in/hr
SHWT elevation
1.40
fmsl
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines?
OK
0,12 days OK
36.00 in
160.00 ft
No. 57
40
Y (Y or N) OK G V E'V G
JUL 0 3 20V
BY:
Form SW401-Infiltration Trench-Rev.4 Parts I. & Il. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
3.03
fmsl
Raise basin bottom, Must be at least 2-ft above SHWT
Storage/overflow elevation
8.26
fmsl
Top elevation
7,50
fmsl
Trench Dimensions
I ength (long dimension)
90 no
ft
Width (short dimension)
12.00
ft
Height (depth)
4.50
ft
OK
Additional Information
Maximum volume to each inlet into the trench?
0.51
ac-in
OK
Length of vegetative filter for overflow
76.00
ft
OK
Number of observation wells
4
OK
Distance to structure
nla
ft
OK
Distance from surface waters
80.00
ft
OK
Distance from water supply well(s)
nla
ft
OK
Separation from impervious soil layer
n/a
ft
OK
Depth of naturally occuring soil above SHWT
1.63
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
CB wl Sump
' ECEIVE
JUL 0 3 2017
BY:
Form SW401-Infiltration Trench-Rev.4 Parts I. & 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
_ �['► C
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must hn filled out; printed and submitted.
The Required Items Checklist (Part 111) must be printed, idled out and submitted along with all of the required information.
t. PROJECT INFORMATION
Project name Helms Port
Contact person Tim Clinkscales, PE
Phone number 910-791-6707
Date 6/27/2017
Drainage area number C
8. DESIGN INFORMATION
Site Characteristics
Drainage area
28,314.00 ft2
Impervious area
13,068.00 ft2
Percent impervious
46.2% %
Design rainfall depth
1.5' or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.85
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
ft3lsec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1,5" runoff volume
1518.00
ft3
Pre -development 1-yr, 24-hr runoff volume
1,32400
ft3
Post -development 1-yr, 24-hr runoff volume
4,172.00
ft3
Minimum volume required
2848.00
ft3
Volume provided
3,495.00
ft3 OK
Soils Report Summary
Soil type
Coarse Fine Sand
Infiltration rate
10.00
in/hr
SHWT elevation
1.40
tmsl
Trench Design Parameters
Drawdown time
0.10
days OK
Perforated pipe diameter
36.00
in
Perforated pipe length
228,00
ft
Number of laterals
2
Stone type (if used)
No. 57
Stone void ratio
40
Stone is free of fines?
Y
(Y or N) OK
Form SW401-Infiftration Trench-Rev.4
EVEIo/E
JUL 0 3 2017
BY;
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
3.15
fmsl
Raise basin bottom, Must be at least 2-ft above SHWT
Storage/overflow elevation
8.24
fmsl
Top elevation
7.50
fmsl
Trench Dimensions
Length (long dimension)
124,00
ft
Width (short dimension)
12.00
ft
Height (depth)
4.50
ft
OK
Additional Information
Maximum volume to each inlet into the trench?
0,78
ac-in
OK
Length of vegetative filter for overflow
13Z00
ft
OK
Number of observation wells
4
OK
Distance to structure
n/a
ft
OK
Distance from surface waters
136.00
ft
OK
Distance from water supply well(s)
n/a
ft
OK
Separation from impervious soil layer
n/a
ft
OK
Depth of naturally occuring soil above SHWT
1,75
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
CB w/ Sump
RECEIVE
JUL 0 3 2011
BY..
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be prc
by
SA STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out; printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
t. PROJECT 114FORMATION
Project name Helms Port
Contact person Tim Clinkscales, PE
Phone number 910-791-6707
Date
Drainage area number
217/2014
Ill. t3ESM WORNATION
Site Characteristics
Drainage area
28,314.00 ft
Impervious area
17,859.00 ftz
Percent impervious
63.1 % %
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hrdischarge
Pre/Pori 1-yr, 24-hr peak flow twntrol
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Solis Report Summary
Soil type
Infiltration rate
SHWT elevation
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines?
385 in
in/hr
ft3/sec
ft3/sec
ft3/sec
ft3
ft3
2186.00
ft3
1,518,00
ft3
5,284.00
ft3
3766.00
ft3
3,778.00
ft3 OK
Coarse Fine Sand
1000
in/hr
1,40
fmsi
0.12
days OK
36.00
in
248.00
ft
2
No.57
40
Y
(Y or N) OK
ECEIVE�
JUL 0 3 2017
BY.•
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
2.95
fmsl Raise basin bottom, Must be at least 2-ft above SHWT
Storage/overflow elevation
8.33
fmsl
Top elevation
7.50
fmsl
Trench Dimensions
Length (long dimension)
134.00
ft
Width (short dimension)
1200
ft
Height (depth)
4.50
ft OK
Additional Information
Maximum volume to each inlet into the trench?
1.03
ac-in
OK
Length of vegetative filter for overflow
95.00
ft
OK
Number of observation wells
4
OK
Distance to structure
nla
ft
OK
Distance from surface waters
10000
ft
OK
Distance from water supply well(s)
nla
ft
OK
Separation from impervious soil layer
nla
It
OK
Depth of naturally occuring soil above SHWT
155
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
CB wl Sump
ECEIVE01
JUL 032017
BY:
Form SW401-Infiltratlon Trench-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit No. 0 Mod
(to be provided by DWQ)
OF W A TF9
AA
NC YDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must he filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information.
1, PROJECT WFORMATION
Project name Helms Port
Contact person Tim Clinkscales, PE
Phone number 910-791.6707
Date
Drainage area number
N. DEWA WOMATION
Site Characteristics
6/27/2017
E
Drainage area
19,602.00
ft2
Impervious area
12,196,00
ft
Percent impervious
62.2%
%
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.85
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
ft3/sec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1,5' runoff volume
1495.00
ft3
Pre -development 1-yr, 24-hr runoff volume
1,05100
ft3
Post -development 1-yr, 24-hr runoff volume
3,645.00
ft3
Minimum volume required
2594.00
ft3
Volume provided
2,659.00
ft3 OK
Solis Report Summary
Soil type
Coarse Fine Sand
Infiltration rate
10,00
in/hr
SHWT elevation
1.40
fmsl
Trench Design Parameters
Drawdown time
0.11
days OK
Perforated pipe diameter
36.00
in
Perforated pipe length
172.00
ft
Number of laterals
0
Stone type (if used)
No. 57
Stone void ratio
40
Stone is free of fines?
Y
(Y or N) OK
ECEIVE
JUL 0 3 2017
RY:
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
3.35
fmsl
Raise basin bottom, Must be at least 2-ft above SHWT
Storage/overflow elevation
8.42
fmsl
Top elevation
7.50
fmsl
Trench Dimensions
Length (long dimension)
17500
ft
Width (short dimension)
6.50
ft
Height (depth)
4.50
ft
OK
Additional Information
Maximum volume to each inlet into the trench?
0.72
ac-in
OK
Length of vegetative filter for overflow
96.00
ft
OK
Number of observation wells
2
OK
Distance to structure
n/a
ft
OK
Distance from surface waters
100.00
ft
OK
Distance from water supply well(s)
n/a
ft
OK
Separation from impervious soil layer
n/a
ft
OK
Depth of naturally occuring soil above SHWT
195
it
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
CB w/ Sump
ECESVE
JUL 0 3 2017
BY:
Form SW401-infiltration Trench-Rev.4 Parts 1. & It. Design Summary, Page 2 of 2

Permit No.�
(to be provided bD WvIAle,9oG
y
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Contact person
Phone number
Date
Drainage area number
Helms Port
Tim Clinkscales, PE
910-791-6707
6/27/2017
F
IN. DES WFOMTION
Site Characteristics
Drainage area
25,264.00 ft2
Impervious area
16,552.00 ft
Percent impervious
65.5% %
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.85 in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
ft3lsec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1,5" runoff volume
202000
ft3
Pre -development 1-yr, 24-hr runoff volume
1,354.00
ft3
Post -development 1-yr, 24-hr runoff volume
4,893.00
ft3
Minimum volume required
3539.00
ft3
Volume provided
3,608,00
ft3 OK
Soils Report Summary
Soil type
Coarse Fine Sand
Infiltration rate
10.00
in/hr
SHWT elevation
140
fmsl
Trench Design Parameters
Drawdown time
012
days OK
Perforated pipe diameter
36.00
in
Perforated pipe length
23600
ft
Number of laterals
2
Stone type (if used)
No. 57
Stone void ratio
40
Stone is free of fines?
Y
(Y or N) OK
ECE6VE
JUL 0 3 2011
BY..
Form SW401-Infiltration Trcnch-Rcv.4 Parts i. & li. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
335
fmsl
Raise basin bottom, Must be at least 2-ft above SHWT
Storage/overflow elevation
840
fmsl
Top elevation
7.50
fmsl
Trench Dimensions
Length (long dlmonslon)
128.00
ft
Width (short dimension)
1200.
ft
Height (depth)
4.50
ft
OK
Additional Information
Maximum volume to each inlet into the trench?
0.97
ac-in
OK
Length of vegetative filter for overflow
112.00
ft
OK
Number of observation wells
4
OK
Distance to structure
n/a
ft
OK
Distance from surface waters
11800
ft
OK
Distance from water supply well(s)
nla
ft
OK
Separation from impervious soil layer
nla
ft
OK
Depth of naturally occuring soil above SHWT
1 95
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
CB wl Sump
ECEIVEP-
JUL 0 3 2011
BY:
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit No. o ) /"
(to be provided by 0WQ)
o`erOp W,,ATF9�
i
ATA
ATER MANAGEMENT PERMIT APPLICATION FORM STORMWNCDENR 401 CERTIFICATION APPLICATION FORM =r
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
[I. PROJECT RIWORMATION
�
Project name
Helms Port
Contact person
Tim Clinkscales, PE
Phone number
910-791-6707
Date
6/2712017
Drainage area number
G
N. [HIV WFORMATION
Site Characteristics
Drainage area
77,972.00
ftZ
Impervious area
43,124 00
ftZ
Percent impervious
55.3%
%
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.85
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr Beak flow control
ft3/sec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1.5" runoff volume
5339.00
ft3
Pre -development 1-yr, 24-hr runoff volume
4,18000
ft3
Post -development 1-yr, 24-hr runoff volume
12,969.00
ft3
Minimum volume required
8789.00
ft3
Volume provided
8,877 00
ft3 OK
Soils Report Summary
Soil type
Coarse Fine Sand
Infiltration rate
10.00
in/hr
SHWT elevation
1.40
hnsl
Trench Design Parameters
Drawdown time
0.12
days OK
Perforated pipe diameter
36.00
in
Perforated pipe length
610.00
ft
Number of laterals
5
Stone type (if used)
No. 57
Stone void ratio
40
Stone is free of fines?
Y
(Y or N) OK
ECEIVE
JUL 0 3 20V
BY;
Form SW401-Infiltration "Drench-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Trench Elevations
Bottom elevation
Storageloverflow elevation
Top elevation
Trench Dimensions
Length (long dimension)
Width (short dimension)
Height (depth)
Additional Information
Maximum volume to each inlet into the trench?
Length of vegetative filter for overflow
Number of observation wells
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Depth of naturally occuring soil above SHWT
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Trench wrapped with geotextile fabric?
Pretreatment device provided
3.25 fmsl Raise basin bottom, Must be at least 2-ft above SHWT
8.45 fmsl
7.50 fmsl
132.00 ft
27.50 ft
4.50 ft OK
2.42
ac-in
Maximum of 2 acre -inches allowed
102.00
ft
OK
10
OK
n/a
ft
OK
295.00
ft
OK
n/a
ft
OK
n/a
ft
OK
1.85
ft
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
CB w/ Sump
ECEIVE
JUL 0 3 2017
BY:
Form SW401-Infiltration Trench-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will 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 removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter 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 will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The grass filter strip or
other pretreatment area
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
structure (if applicable)
The structure is clogged.
Unclog the conveyance and dispose
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SW401-Infiltration Trench O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storyi.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75 % of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than s ra mi .
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
berm
Erosion or other signs of
damage have occurred at the
The emergency overflow berm will
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Trench O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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 parry.
Project name:Helms Port
BMP drainage area number:A,B,C,D,E,F,G
Print name:D Logan
Title:Member Manger
Address: 310 North Front Street Wilmington NC 28401
Phone:[phone]
Signa
Date:
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.
I, by eActneA L. IJ &A k , a Notary Public for the State of
MCIA . Cdkfb\,^& County of -Cy" S V.i, c k , do hereby certify that
D • L,-A An personally appeared before me this
day of Eebvua" , -f o , and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires O'a. tb , Zo 14
Form SW401-Infiltration Trench O&M-Rev.3 Page 3 of 3

Permit No.SW v ` To oft
(to be provided by DWQ)
OF W ATF9
02O \QATA G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM y 1�
o
MCDENR 401 CERTIFICATION APPLICATION FORM INFILTRATION
t—
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT 04FWMATKM
Project Name Helms Port
Contact Person Tim Clinkscales
Phone Number 910-791-6707
Date 11127/2017
Drainage Area Number DA-H
11. D1 WN INFORMATION
Site Characteristics
Drainage area
84,942,00 ft2
Impervious area
53,579.00 flz
Percent impervious
63.08 %
Design rainfall depth
1.5" or 1 year in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.85
in
1-yr, 24-hrintensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3lsec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
ft3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
ft3
Design volume provided
ft3
Storage Volume: SA Waters
1.5" runoff volume
6559-00
ft3
Pre -development 1-yr, 24-hr runoff volume
4.553.00
ft3
Post -development 1-yr, 24-hr runoff volume
15,852.00
ft3
Minimum required volume
11299.00
ft3
Volume provided
15,353.00
ft3 OK
Soils Report Summary
Soil type
Course Fine Sand
Infiltration rate
10.00
in/hr
SHWT elevation
1.40
fmsl
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
015
days OK
300
:1 OK
5.00
fmsl OK
8.00
fmsl
6,587.00
ft
900
fmsl
1 %00 ft
35.00 ft
3,723.00 fe
ECEIVE
DEC 0 12017
BYt
Form SW401-Infltration Basin-Rev.5 11Apr2o11 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soli above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
311
ac-in
Maximum of 2 acre -inches allowed
n/a
ft
OK
45.00
ft
OK
350.00
ft
OK
n/a
ft
OK
n/a
ft
OK
360
ft
OK
Y
;Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
CB / Sump
ECEIVE
DEC 0 1 2017
RYi -
Form SW401-Infiftration Basin-Rev.5 11Ap2011 Parts I. & It. Design Summary, Page 2 of 2

Permit Number:- V */
(to be provided DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will 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 removal efficiency of the BMP.
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 needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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 will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
otherwise damaged (ifr
applicable).
Rep '"�
Ma
Erosion is occurring in the
Regif de the swale if nec ss . to
swale (if applicable).
smooth it over and provide rosion
control devi� rced
ce��o
turf matting or riprap to avoid
future problems with erosion.
Fonn SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
Potential problem:
Sediment has accumulated
and reduced the depth io 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
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
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Helms Port
BMP drainage area number:H, Secondary BMP's for 1 and 2
Print name:D Logan
Title:Member Manager
Address: 310 North Front Street, Suite 201
Phor
Sign
Date
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.
I, RvPtc (%en L. Mei i Y , a Notary Public for the State of
p.tov-kLt County of 1", C*_ , do hereby certify that
17 • La A a v, personally appeared before me this 1-A
day of Febv�a+�.� Z.�ll{- , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
O „,
(9 NOTARY
c� PUBLIC U
G.�SWICK �'�.•''��•
SEAL
My commission expires iJ4.c4 (.0. t.
Form SW401-Infiltration Basin O&M-Rev.3
Page 3 of 3

Compliance Inspection Report
Permit: SW8140211 Effective:01/16/18
Project: Helms Port formerly Emmarts Landing
Owner: Sel Property Investors LLC
County: New Hanover
Region: Wilmington
Expiration: 03/06/22
Adress: 100 Aqua Vista Dr
City/State/Zip: Wilmington NC 28409
Contact Person: D Logan Title:
Directions to Project:
Off Masonboro Loop Road just north of Masonboro Harbor Drive.
Type of Project: State Stormwater - HD - Infiltration State Stormwater - HD - Detention Pond
Drain Areas: 1 -
2-
A-
B-
C-
D-
E
F-
G-
H-
On-Site Representative(s):
Related Permits:
Inspection Date: 02/05/2019 Entry Time: 12:30PM
Primary Inspector: Alida R Lewis
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
M State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 12:45PM
Phone: [phone]
Inspection Type: Transfer Renewal
page: 1

Permit: SW8140211 Owner - Project: Sel Property Investors LLC
Inspection Date: 02/0512019 Inspection Type Transfer Renewal Reason for Visit: Follow-up
Inspection Summary:
The project was inspected for compliance prior to transfer. The project had been inspected on August 9, 2018, and was
found to not be in compliance due to the standing water in the small infiltration basin (DA-H). Since then Hurricane
Florence came through and it continued to rain, so the Division had to delay the inspection to get a stretch of dry
weather, and to allow sufficient time for the SCM's to be restored to design condition.
All basins and ponds appear to be in compliance as of the date of this report. Built -upon area records have been
provided, common area has been conveyed, certifications are in place, and copies of the recorded documents have been
provided.
The permit can be transferred to the Association.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment:
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWQ upon request?
Comment: 1. All infiltration basins have been inspected and appear to be operating as designed.
Yes No NA NE
■ ❑❑❑
■ ❑❑❑
• ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
■ ❑❑❑
❑ ❑ ❑
page: 2

03-10-' 14 09:37 FR011-
T-549 P0010/Ml i F-953
*7tatq. uw1111Wat01 wIMIIIMyanIFlIt, u1roweces
Permit No. SW8140211
Helms Port
Stormwater Permit No. SW8140211
New Hanover County
Designer`s Certifeation
Page 1 of 2
as a duly registered0"I rewf in
the Stale of North Carolina, hasping been authorized to obsery enodi klylfull
time) the construction of the project,
A,--r
(Project)
for ! 7 I''4C'J'ly,�� .(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 are a part of this Certification.
Noted deviations from approved plans and specifications:
fv/ �i^°!{t' fr"',� f n n e4 y 4 - (- , '9.70,lo Cam• 1
l ;...( ,9-� 0611, 011*44w , $W41 C-1 f-64 --'W' �701-r rt/
NJar,fi'14Aer' [ ,%f t'4-n
s)
Signature
Registration Number o"r7
Date 01011�
0' u:-47 L
��•il:l�l1:111It111511\11\`.
pt%n-9ofto
'//-IpX / #0 /
eo, w•r r�
SEAL
ECEIVE
AUG 15 2015
BY:

03-10-'14 09:38 FROIi-
T-549 P0011/0011 F-953
1.3MLV yy VaV111V
Permit No. SW8140211
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
.l 2. The drainage area to the system contains no more that; the permitted
amount of built -upon area.
f 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.
A. The outlet/bypass structure elevations are per the approved plan.
AThe outlet structure Is located per the approved plans.
e/ 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.
The inlets are located per the approved plans and do not cause short-
circulting of the system_
11. The permitted amounts of surface area and/or volume have been
provided,
42. Required drawdowrn devices are correctly sized per the approved plans.
_13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
7 forebay, and the level spreader / vegetated filter strip.
�16. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Wilmington Regional t3ftice
New Hanover County Building Inspections
ECEIVE
AUG 15 2016
Page 10 of to

03-0-' 14 0-9:37 FROM -
Helms Part
Stormwater Permit No. SW8140211
Ngw Hanover_County
Designer's Cartification
T-549 POO1O/OO11 F-953
atatc t7l flivy tof 1,4101 Iowa#$ OVI it fsxow aIa
Perrrlit No. SW81AA211
Page 1 of 2
K
1, " <<,''� •" k'p , as a duty registered ��r/rss�� �fr��— in
the State of North Carolina, having been authorized to observe (periodically/weekiylfull
time) the construction of the project,
4 (M) 41-
(Project)
for �t ( P� e t) >��f� GLG (Project Owner) hereby state that, to the
best of my abiliti , d6e care and diligence was used in the ob"mation 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 checkUt of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature 4—/ ..
Registration Number /)C aft }%
Date
ECEIVE
JUL 0 6 2016
BY:
Page 9 of 10

03-10-' 14 09:38 FROM- i - 49 P0011/0011 r-953
•.�Ctxv YtiVlf lfilANi/ IIIfGN /f13.jM11ffr1li VyHV/f.N
Permit No. SW8140211
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
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 strains to the system.
All roof drains are located such that the runoff Is directed into the system.
5 The outlet/bypass, structure elevations are per the approved la
P pP plan.
j
The outlet structure is located per the approved plans.
7. - Trash rack is provided on the outlet/pypass structure.
_Z8, All slopes are grassed with permanent vegetation.
9.: Vegetated slopes are no 61�eper than 3:1.
`' 10... The inlets are located per the approved plans and do not cause short-
rirrult ne of the srt -
11. The permitted amounts of surface area and/or volume Dave been
provided.
124 Required drawdown devices are correctly sized per the approved plans.
13: All required design depths are provided.
4 Ail required arts of the system are provided,such as a vegetated shelf, a
1 forebay, and he level spreader / veetated flter strip. �
15. The required dimensions of the system are provided, per the approved
plan.
Kq
t. -(w-
NCDENI- DEMLR Wilmington Regional Office
Now Hanover County Building Inspections
144 flA"6-1 150�• eq
Page 10 of to

a� p,wnloejQ 3�/(0
� HMI ��I 1�� I�UI l��l IUI U!H �NI Il�f ��N ICI 1�II
2015009268
FOR REGISTRATION REGISTER OF DEEDS
NEW ANOVER COUNTYPH NC
jq
8K 5879 PG950-907 iFEE g 94 00
lUSf # M519268
MASTER DECLARATION OF PROTECTIVE COVENANTS
FOR HELMS PORT
Prepared by -
Block, Crouch, Keeter, Behm & Sayed, LLP
310 North Front Street, Suite 200
Wilmington, North Carolina 28401
NORTH CAROLINA
NEW HANOVER COUNTY
THIS MASTER DECLARATION OF PROTECTIVE COVENANTS FOR HELMS PORT (these
"Protective Covenants") is made this 7/ day ofzV2015, by SEL
PROPERTY INVESTORS, LLC, a North Carolina limited liability company ("Declarant").
Declarant is the developer of the real property described in Exhibit A. which is attached hereto and
incorporated by reference These Protective Covenants are being executed and recorded by Declarant in
order to facilitate the development of the Property as a planned community to be known as "Helms Port"
(which will likely be composed of single family communities known as Saylor's Haven, Kathryn's Retreat,
and Parker's Shores) and to fix and establish certain covenants, conditions and restnctions upon and subject
to which the Property shalt be improved, held, leased, sold and/or conveyed These Protective Covenants
impose restrictions upon the Properties (as defined in Article 1 herein) under a general scheme of
development for the mutual benefit of the owners of each portion of the Properties
Declarant hereby declares that all of the property described in Exhibit A. as well as any additional
property subjected to these Protective Covenants by Supplemental Declaration in accordance with the terms
hereof, shall be held, conveyed, hypothecated, encumbered, used, occupied, and unproved subject to the
following easements, restrictions, covenants, conditions, obligations and limitations, all of which are
declared to be in furtherance of a plan of the improvement of the described property, which shall run with
the real property subjected to these Protective Covenants, and to the provisions of the North Carolina
Planned Community Act These Protective Covenants shall be a burden and benefit to, and binding on, the
Declarant, its successors and assigns, and any person or entity acquiring or owning any right, title or interest
in the Properties or any part thereof, their heirs, successors, and assigns
Retumed To
Block,Crouch,K ftr,BehM & Sayed

imposition of fines for violations thereof, which fines shall be Individual Assessments and may be enforced
in accordance with the provisions of Article 9
(x) Declarant's Activities (1) This subsection 115 shall not apply to any activity conducted
by the Declarant or its assigns with respect to its development and sale of the Properties or any commercial
activities of the Declarant or its assigns, including any sales office maintained by Declarant or its assigns,
and (2) Declarant shall be specifically authorized to rent or lease any Lot which it owns or manages for
other Owners, and to maintain model Lots or sales offices in any Lot which it owns or leases
116 Stormwater Runoff Rules The covenants in this Section 116 are intended to ensure
ongoing compliance with State Stormwater Management Permit Number SW8140211 (the "Permit"), as
issued by the North Carolina Division of Water Quality ("NCDWQ") under NCAC211 1000
(a) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Permit
(b) The covenants under this Section 11 6 are to run with the land and be binding on
all persons and parties claiming under them
(e) The covenants under this Section 116 pertaining to stormwater regulations
may not be altered or rescinded without consent of NCDWQ
(d) Alteration of the drainage as shown on the plans for the Subdivision approved by
NCDWQ may not take place without the concurrence of NCDWQ
(e) The maximum built upon area per lot is set forth as Exhibit C attached hereto
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the tight -of -way between the front lot line and the edge of the pavement Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquma, driveways, and parking areas, but does not include raised, open wood decking or the
water surface of swimming pools
(f) Affected lots shall provide a 50-1oot-wide buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers, and the mean high water line of tidal waters
(g) Lots within CAMA's Area of Environmental Concern may have the permitted
built -upon area reduced due to CAMA jurisdiction within the AEC
(h) All runoff on the lot must drain into the permitted system This may be
accomplished through providing roof dram gutters which drain to the street, grading the lot to
drain toward the street, or grading perimeter swales and directing them into the pond or street
Lots that will naturally drain into the system are not required to provide these measures
(t) Built -upon area in excess of the permitted amount will require a permit
modification
0) Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or therequirements of the stormwater rules is subject to
enforcement procedures as set forth in G.S. 143 Article 21
25

(k) Declarant hereby reserves the right to impose additional restrictions upon the
Properties as and to the extent required by the terms of the Permit Further, Declarant may re-
allocate any unused BUA for any Loi: to any other Property within Helms fort, by modzfymg the
Stormwater Permit Such additional restrictions, or permitted reallocation of BUA, may be
imposed or established by Declarant, by the recording of an Amendment to the Declaration, and
no joinder or consent of the Association or any Owner or other Person shall be required
ARTICLE I2
EASEMENTS
121 Easements for Utilities There are hereby reserved unto Declarant (for the duration of the
Class "B" Control Period) and for the Association, and for the designees of each, access and maintenance
easements upon, across, over, and under all of the Properties to the extern reasonably necessary for the
purpose of replacing, repairing, and maintaining any cable television system, any master television
antenna system, irrigation systems, any security and similar systems, roads, walkways, bicycle pathways,
recreation pathways, trails, ponds, lakes, wetlands, drainage systems, street lights, signage, and all
utilities, including, but not limited to, water, sewer, meter boxes, telephone, garbage pickup, and
electricity, irrigation and for the purpose of installing any of the foregoing on property which it owns or
within easements designated for such purposes in these Protective Covenants or on recorded plats of the
Properties Any damage to a Lot resulting from the exercise of this easement shall promptly be repaired
by, and at the expense of, the Person exercising the easement rights Utilities may not be installed or
relocated on the Properties, except as approved by the Board or Declarant
122 Easement for Utility Installation
(a) All of the Property, including Lots and Common Area, shall be subject to a
perpetual non-exclusive easement for water lines, sanitary sewers, storm drainage facilities,
telephone and electric power lines, television antenna lines, and other public utilities as shall be
established by the Declarant as may hereinafter be designated on any plat or replat of parcels
within the Residential Community whether the same be within the boundaries of any Lot(s)
(b) Easements and rights of way over and upon the rear, front and side five (5) feet
of each Lot for drainage and the installation and maintenance of utilities and services, including,
without Imitation, water, sewer, drainage and stormwater runoff facilities, are reserved to
Declarant and its successors and assigns for such purposes as Declarant may deem incident and
appropriate to its overall development plan If the side setback is less than five (5) feet then the
reserved easement shall be the width of the setback. The easements and right of way areas
reserved by Declarant on each Lot pursuant hereto shall be maintained continuously by the
Owner, but no structures or plantings or other material shall be placed or permitted or remain
upon such areas or other activities undertaken thereon which may damage or interfere with the
installation or maintenance of utilities or other services, or which may retard, obstruct or reverse
the flow of water or which may damage or interfere with established slope ratios or create
erosion problems. Improvements within such areas also shall be maintained by the respective
Owner except those for which a public authority or utility company is responsible These
easements and rights expressly include the right to cut any trees, bushes or shrubbery, make any
gradings of the soil, or to take any other similar action reasonably necessary in the opimon of
the Declarant to provide an economical and safe installation The Declarant shall have no
maintenance responsibilities for such easement areas
(c) The Declarant reserves a perpetual, non-exclusive easement for the installation,
maintenance and repair of water, sewer, drainage and all other utilities within the right of way of
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142 Rights of Declarant and Approved Builders Notwithstanding anything in these Protective
Covenants to the contrary, so long as sales of Lots by the Declarant shall continue, the Declarant, and
Approved Builders, way maintain and cai'iy on such facilities and activities as, to the sole opinion of the
Declarant, may be reasonably required, convenient, or incidental to the construction or sale of such Lots,
including, but not limited to, the construction and use of sales and business offices, signs and model Lots,
and the use of any Common Areas and any facilities therein The Declarant and Approved Builders shall
have easements for access to and use of such facilities
143 Rights to Alter The rights reserved by Declarant in these Protective Covenants (including,
without limitation, the right to annex property under Article 8 herein) include the right to change, alter or
designate Lot(s), roads, utility and drainage facilities and easements, and to change, alter or redesignate
such other present and proposed amenities or facilities as may in the sole judgment of the Declarant, be
necessary or desirable The rights reserved in this Section specifically include the right of Declarant to
redesignate, change, or alter any platted Lot(s) into road(s)
ARTICLE 15
DURATION, AMENDMENT AND TERMINATION
15 1 Lots,Persons and Entities Subject to the Protective Covenants Duration and Termination
All present and future Owners, tenants, and occupants of Lots and their guests or invitees, licensees,
employees or agents, shall be subject to, and shall comply with the covenants, conditions, restrictions and
affirmative obligations set forth in these Protective Covenants, and as the Protective Covenants may be
amended from time to time The acceptance of a deed of conveyance or the entering into of a lease or the
entering into occupancy of any Lot shall constitute an agreement that the provisions of these Protective
Covenants are accepted and ratified by such Owner, tenant or occupant and that they will fully comply
with the terms and conditions of said Protective Covenants The covenants, conditions, restrictions, and
affirmative obligations of these Protective Covenants shall inure to the benefit of and be enforceable by
the Association, or the Owner of any Lot, their respective legal representatives, heirs, successors and
assigns, for a term of forty (40) years from the date these Protective Covenants are recorded in the New
Hanover County Registry, after which date these Protective Covenants shall be automatically extended for
successive periods often (10) years, unless these Protective Covenants are terminated as provided in §47F-
2-118 of the Planned Community Act (provided that, during the Class "B" Control Period, any termination
shall also require the consent of Declarant) The covenants, restrictions, conditions and affirmative
obligations of these Protective Covenants shall run with and bind the land and shall bind any person having
at any time any interest or estate in any of the Properties as though such provision were made a part of
each and every deed of conveyance or lease
152 Amendment During the Class "B" Control Penod, these Protective Covenants may be
amended by Declarant in its discretion Retention of this right by the Declarant is not intended to affect
the general or common scheme of development for the property herein described but to correct and/or
modify situations or circumstances which may arise during the course of development Thereafter, these
Protective Covenants may be amended by vote of not less than sixty-seven percent (67%) of the Class "A"
Members, and an instrument must be recorded at the New Hanover County Registry for such an
amendment to be effective In addition, the Declarant may amend these Protective Covenants to annex
additional property and make it subject to the terms, conditions, restrictions, obligations and covenants of
these Protective Covenants as provided in Article 8 herein
No amendments may remove, revoke, or modify any benefit, right or privilege of the Declarant
hereunder without the written consent of the Declarant or the assignee of such right or privilege
30

153 StormWater Restrictions Notwithstanding the foregoing to the contrary, Declarant shall
be entitled to unilaterally amend these Protective Covenants as provided in Section t 1 6 herein
ARTICLE 16
COMPLIANCEWITH THESE PROTECTIVE COVENANTS THE ARTICLES
THE BYLAWS AND THE RULES AND REGULATIONS OF THE ASSOCIATION
In the case of failure of an Owner to comply with the terms and provisions contained in these
Protective Covenants, the Articles, the By -Laws or Rules and Regulations of the Association, the
following relief shall be available
161 Enforcement The Association, the Declarant and any aggrieved Owner within the
Residential Community shall have the right to enforce by any proceeding at law or in equity, all of
the conditions, covenants and restrictions of these Protective Covenants and the Articles, By -Laws
and Rules and Regulations of the Association and any and all laws hereinafter imposed pursuant
to the terms of these Protective Covenants The prevailing party shall be entitled to collect all costs
thereof, including reasonable attorney's fees (which shall be determined using reasonable hourly
rates)
16 2 Remedies The Association shall have the right to remedy the violation and assess the
costs of remedying same against the offending Owner as an Individual Assessment as provided in
Article 9 herein
16 3 Suspension of ftbts For any violation by an Owner, including, but not limited to, the
nonpayment of any general, special or individual assessment, the Association shall have the right to
suspend the offending Owner's voting rights and the use by such Owner, his agents, lessees, employees,
licensees and invitees of the Common Areas and recreational facilities in the Residential Community for
any period during which a violation continues
16 4 Fines The Association may establish a schedule of fines for the violation of these
Protective Covenants, the Articles, By -Laws and Rules and Regulations. If an Owner does not pay
the. fine within fifteen (15) days the fine shall be an Individual Assessment against the property and
may be enforced by the Association in accordance with Article 9 herein
16 5 Remedies Cumulative. The remedies provided by this Article are cumulative, and are in
addition to any other remedies provided by law
16 6 Waiver The failure of the Association or any person or Owner to enforce any
restriction contained in these Protective Covenants, the Articles, the By -Laws or the Rules and
Regulations shall not be deemed a waiver of the right to do so thereafter
ARTICLE 17
GENERAL PROVISIONS
17 1 Common Area and Amenities All of the Common Area and any other park,
recreation area, recreation facility, dedicated access or other amenity appurtenant to the
Properties, whether or not shown and delineated on any recorded plat of the Properties, shall be
considered private and for the sole and exclusive use of the Owners of Lots within the Properties.
Neither Declarant's execution nor the recording of any plat nor any other act of Declarant with
respect to such area is, or is intended to be, or shall be construed as a dedication to the public of
any such areas, facilities, or amenities
31

FVHIRrr r
BUILT UPON AREA LIMITATIONS
Helms Port
LOT NUMBER BUILT UPON AREA
Lots 1 — 22
4,000 square feet
Lots 23 — 106 6,500 square feet
Lots 107 —159 4,500 square feet
55