SW8140211_Historical File_20180116

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
January 16, 2018
D. Logan, Member Manager
SEL Property Investors, LLC
60 Gregory Road, Suite 1
Belville, NC 28451
Subject: State Stormwater Management Permit No. SW8140211
Helms Port
High Density Subdivision infiltration Project
New Hanover County
Dear Mr. Logan:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Helms Port on December 1, 2017. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding modified Permit No. SW8 140211,
dated January 16, 2018, for the construction, operation and maintenance of the BMP's and built -upon
areas associated with the subject project.
The following changes are included in this modified permit:
1. A new lot numbering scheme has been provided to reflect the recorded plats and deed
restrictions.
2. The receiving stream index number has been corrected to 18-87-25.7.
3. Trench bottom elevations A-G were revised to reflect as -built conditions.
4. Calculations for Basin H were provided to waive the bypass and vegetated filter
requirements.
5. Future BUA was reduced in both the Pond 1 and Pond 2 BUA allocations to account for
additions and changes to the road layout.
6. Added the secondary BMP infiltration basin design criteria for the 2 wet detention ponds
to the permit.
This permit shall be effective from the date of issuance until March 6, 2022, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, and the
procedures for changing of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should. contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOA—H.com. Unless such demands are made this permit shall be final and binding.
State of North Carolina I environmental Quality 1 Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmhxlton, NC 28405
910 796 7215

State Storinwater Permit No. SW8 140211 ,
Page 2 of 2
The original permit transfer application will be marked as received on January 17, 2018 and the project
will be reinspected for compliance with the terms of" this modified permit. Upon a successful
determination of compliance, the permit will be transferred to the HOA.
If you have any questions, or need additional infonnation concerning this matter, please contact Linda
Lewis in the Wilmington Regional Office, at [phone].
Sincerely,
% William E. (Toby) Vinson, Jr., P.E., Interim Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:\\\Stormwater\Permits & Projects\2014\140211 HD\2018 01 permit 140211
cc: Tim Clinkscales, P. E., Paramounte Engineering
New Hanover County Building Inspections
New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I. Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
410 796 7215

State Stormwater Management Systems
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
Sel Property Investors, LLC
Helms Port
100 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 Y 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 Lund
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 listed 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 Y2
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 9

State Stormwater Management Systems
Permit No. SW8 140211
5. 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
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.
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, feel.
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 9

lim
State Stormwater Management Systems
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
NI
N/A
N/A
NIA
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, ftz:
12,196
16,552
43,124
Onsite, ft2:
12,196
16,552
43,124
Offsite, ft2
N/A
N/A
NIA
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, ft3:
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 9

State Stormwater Management Systems
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 4 of 9

State Stormwater Management Systems
Permit No. SW8 140211
B. 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. Prior to the sale of any lot, the following deed restrictions must be recorded:
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
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 Brain 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.
10. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 140211
11. Records of maintenance activities must be kept and made 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.
12. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, the permittee shall cause a
certification from an appropriate designer for the system installed, to be
submitted, certifying that the permitted facility has been installed in accordance
with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must
be noted on the Certification.
13. 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.
14. 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.
15. 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 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 9

State Stormwater Management Systems
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 modified, updated and reissued this the 16th day of January 2018.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
William E. ( oby) Vinson —, Tr—, P.E., Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 140211
Helms Port Page 1 of 2
Stormwater Permit No. SW8 140211
New Hanover County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 140211
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 drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bvnass structure elevations are ner the annroved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown 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
forebay, and the level spreader / vegetated filter strip.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDEQ-DEMLR Wilmington Regional Office
New Hanover County Building Inspections
Page 9 of 9

Energy. Mineral &
Land Resources
ENVIRONMENTAL QUALITY
August 30, 2017
SEL Property Investors, LLC
ATTN: D.I. Logan, Manager
60 Gregory Road, Suite 1
Belville, NC 28451
Subject: TRANSFER APPLICATION RETURN
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8140211
Helms Port Subdivision
New Hanover County
Dear Mr. Logan:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted an application to transfer the State
Stormwater Management Permit for Helms Port on August 15, 2016. The subsequent compliance
inspection conducted on September 22, 2016, indicated that there were still some compliance
issues that needed to be addressed. A follow up inspection was conducted on December 15,
2016. The resolution of the identified compliance issues will require a modification to the
permit. Therefore, the August 15, 2016 Transfer Application is here,vith returned. After the
modification is approved and issued, you will need to resubmit your request to transfer the
permit by completing and submitting the new permit transfer application form available on our
websrte at: htti)s://deo.ne.itov/about/dilvisions/energy-mineral-land-resources/ener[zy-n ineral-
land-rules/stonnwater-program/post-construction. A $505.00 fee will also be required at the
time that the new
is
On July 3, 2017, the Division received some of the additional information items that were
requested on January 3, 2017. A review of that information has determined that the following
items are needed to move forward with a modification to the permit:
1. Please provide a completed and signed stormwater permit application form. The revised
trench supplements and a check for $505.00 were previously provided.
2. Please sign, seal and date the revised trench calculations.
Please show the calculation details regarding the trench volumes. These revised
calculations appear to be simply a list of the results. There is not enough information
provided to understand how those listed results were obtained. Two scenario examples
are presented below for Trench A. The volume provided in Trench A will depend on
what is selected as the trench height: the "top of trench" (7.5) or the "bypass weir" (8.32).
Scenario #1 uses the top of trench elevation 7.5 to determine how much volume the as -
built trench holds:
104(L) x 12(W) x 4.5(H) = 5616 cf.
Pipe volume = (pi x 1.5 x 188) = 1329 cf.
5616 —1329 = 4287.
If the voids ratio is 0.4, then 4287 x 0.4 = 1715
Total trench volume = 1715 + 1329 = 3044 cf.
State of North Carolina I Environmental Qualit}° Energy. Mineral and Land Resources
W"Imington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
9107967215

State Stormwater Permit No. S 8 140211
Page. 2 of 2
r
Scenario 42 uses the reported bypass weir elevation of 8.32 to determine the volume. The
net effective trench height is (8.32 - 3) 5.32 feet.
104(L) x 12(W) x 5.32(H) = 6639 cf.
Pipe volume = 1329 of (unchanged)
6639 -1329 = 5310.
If the voids ratio is 0.4, then 5310 x 0.4 = 2124
Total trench volume = 2124+1329 = 3453 cf.
Unfortunately, neither of the trench volumes determined by these calculation scenarios
matches up with the 2930 cf provided volume reported on the supplement and the
calculations for Trench A. The calculation details are needed to understand where the
2930 of comes from. This is just an example for Trench A - the calculations for all of the
trenches that were changed during the construction process should be revised to provide
enough detail to understand how those volumes were determined.
4. The current permittee mailing address listed on the permit is 310 N. Front Street, Suite
200 Wilmington. However., the "record drawings" submitted on July 3, 2017, have an
address of 60 Gregory Road Suite 1 Belville 28451. If this is a new mailing address for
SEL Property Investors, LLC, please include it on the application.
5. The record drawings show 2 places where additional roads have been added to the
project. Specifically, on Leisure Circle across from Lot 73 (DA #1) and on Dockside
Drive in front of Lots 56, 57 and 58 (DA #2). Please make sure the application accounts
for this additional BUA, and provide revised pond supplements and sealed design
calculations for each pond.
Please provide the requested additional information by September 30, 2017. If you have any
questions concerning the transfer application return or the additional information items, please
contact Linda Lewis at [phone] or via e-mail at 1uida.lewis(a-) r.gov
Sinc ely,
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: \\\Stormwater\Permits & Projects\2014\140211 HD\2017 08 return_project 140211
cc: Tim Clinkscales, P.E., Paramounte Engineering
New Hanover County Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater Permit File
State of North Carolina I Environmental Quality 1 Energy. Mineral and Land Resources
Wiinringtcm Regional Of Tice 1 127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

PARAMOUNTE
E N C3 1 N E E Fi I N C3 , 1 N C.
122 2 C I N E M A DRIVE
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDENR-Land Quality Section
Date
17.03.2017
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: I
Helms Port
SW8 140211
Linda Lewis, El
Project No.
I 13146.PE
e are sen&ag4 ® Originals
e following items: ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
❑ Plans ❑ Specifications ® Other as listed below
Quantity
Date
Dw . No.
Descti tion
1
Response Letter
1
Hard Copies of Plat/As-built Drawings
1
Updated Trench Supplements
1
Infiltration Basin Calculations
1
$505 Check for Modifications
ssue Status: ❑ For Approval ® As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
Kction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Ri�mrkz
Tim Clinkscales, PE, PLS
-A8
trot so inr
1aft
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PARAMOUNTE
E N G I N E E R 1 N G, I N C.
July 3, 2017
Wilmington Regional Office: North Carolina Division of Energy, Mineral and Land
Resources
Department of Environmental Quality
Attn: Linda Lewis EI, Environmental Engineer III
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Helms Port SW8 140211
Permit Transfer Comments
Dear Ms. Lewis,
ECEIVE
JUL 0 3 201?
BY:
Please find this letter in response to your email dated January 3, 2017.
I respectfully disagree with your statement that the LS and VFS for Basin H are not
part of the permit or the approved infiltration basin system. As stipulated in Design
Standard Condition I.4 of the March 6, 2014 permit, "The excess design storm
overflow from the infiltration basin must be directed into a 50' vegetated filter strip
and level spreader, designed per Section .1008(f) of the stormwater rules." I could not
find anything in the original design calculations to suggest that any of the four options
described in Chapter 16 of the BMP Manual to waive the bypass and/or VFS were
proposed. If the permittee does not wish to provide the required VFS, then he does
have the option of modifying the current permit to utilize one of the 4 options. I am
checking with Annette on the need for the VFS, since the old TRW workgroup did
publish guidance in March 2014 that may affect the need for the VFS.
• To meet the intent, have raised the outlet structures to elevation 8, ran
and provided routing for half of infiltration rate for the 10-yr event, the
elevation rises to elevation 7.96, which allows for VFS to be omitted
2. The original calculations simply report what the provided trench volume is — they do
not appear to list which parameters were used to determine that volume. Normally, the
reported trench parameters of length, width, and height (from bottom to bypass), as
well as the pipe volume are used to calculate the total volume in the trench. The
permitted volume in all seven trenches was based on a proposed trench depth of 4.5
feet as reported on the supplement form. All seven trenches were permitted with a
bottom elevation of 3.5 finsl, a "top" elevation of 7.5, and a bypass weir elevation of
8.5 finsl. You submitted new trench supplements which show the bottom elevation
raised up to 4.5 finsl, but the top and bypass weir elevations remain unchanged. If the
trench depth is reduced, but everything else is the same, then this will most certainly
22 CINEMA D R I V E, W I L M I N G T O N, N C 2 B 4 O 3
N: (9 1 C) 7 9 1 . a 7 0 7 F A X: (9 1 O) 7 9 1 . 6 7 6 0

PARAMOUNTE
E N G 1 N E E K 1 N G. 1 N C.
reduce the amount of volume provided in each trench. The Division again requests
that you provide revised volume calculations for each trench and please stipulate the
specific parameters you use to make that volume calculation, i.e., if you are using a
3.0 foot depth based on the top elevation or if you are using a 4.0 depth based on the
bypass weir elevation. Please make any adjustments to the information reported on the
revised supplement forms and submit new copies.
• It was an error on my part with all the elevations flying around. At
discussed in May 2015, the elevations of the trenches actually were lower
than the proposed which means the trenches have less than the 2' of cover
to the naturally occurring. As discussed in May 2015, extra maintenance
will take place based on such. The storage volume is still the same and
have updated with as -built data for inverts and weir structures to show
meets the storage required.
3. Please note that because the new calculations will need to be reviewed, and the permit
text will need to be modified, you will need to submit a request to modify the permit
first, and then the transfer can be picked up after the modified permit is issued.
• Noted
4. Please note that the bottom elevation for Trench G remains at 3.5. Is this correct or
should it be revised to 4.5 as well?
• See Comment #2
5. The Division does not have the ability to print out plan size sheets. Please provide
copies of the plan sheets depicting the revised lot numbering. The permit text will
need to be revised to reflect the correct lot numbers and their corresponding BUA
limits.
• Provided
Thank you for your attention to this matter. If you have any questions regarding any of this
information or require additional material, please feel ice to call. Thank you for your time
and effort.
Sincerely,
Paramounte Engi ering, Inc.
Timothy G. Clinkscales, PE
1UL p 3 2017
22 CINEMA D R I V E, W I L M I N G T O N, NO 2 6 4 0 3
P H (9 1 O) 7 9 1 - 6 7 0 7 F A X: (9 1 O) 7 9 1 - 8 7 5 0

aLIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: SEL Property Investors, LLC
SECRETARY OF STATE ID NUMBER: 1320996 STATE OF FORMATION: NG
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: National Corporate Research, Ltd.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
Filing Office Use Only
E-Filed Annual Report
1320996
CA201710404533
4/14/2017 03:47
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
212 South Tryon Street 212 South Tryon Street, Ste 1000
Charlotte, NC 28281-0001 Mecklenburg County Charlotte, NC 28281-0001
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
310 North Front Street Suite 200
5. PRINCIPAL OFFICE MAILING ADDRESS
PO Box 4
Wilmington, NC 28401-5082 Wilmington, NC 28402-0004
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Maurice Emmart , Jr NAME: Daniel Smith
NAME: D Isbell Logan
TITLE: Manager TITLE: Manager TITLE: Manager
ADDRESS:
ADDRESS:
ADDRESS:
99 Aqua Vista Lane 1442 Military Cutoff Road, Ste 26 7 Auditorium Drive
Wilmington, NC 28409 Wilmington, NC 28409 Wrightsville Beach, NC 28480
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
D Isbell Logan
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
4/14/2017
DATE
D Isbell Logan Manager
Print or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, February 02, 2017 5:28 PM
To: 'Tim Clinkscales'
Cc: Scott, Georgette
SuUiect- RE: Helms Pori SW8 14021i Permit Transfer Comments
OK that will be Fine.
Please note that I stopped by the project on December 15, 2016 before I left on vacation to check on
the infiltration basin in the back close to the clubhouse. 1 have not had a chance to write up the
inspection report yet. The basin was still full of water and sediment plumes ware noticeable. The
drainage area is not stabilized yet due to the ongoing construction, and the silt fence that is installed
on those lots has been cut for access and is overtopping in places. The street in front of those lots is
deep in sediment, which is clogging up the catch basins as the sediment -laden runoff is transported
to the infiltration basin with each large rain event. I suspect that this sediment is blinding off the
bottom of the infiltration basin to the point that infiltration of the design storm is probably not
happening.
If the permittee wants us to transfer the oermit to the HOA, then he needs to institute tighter control
on the builders and conduct more frequent monitoring to assure that the silt from the lots under
construction is not getting into the infiltration system. If those infiltration systems (basin and trenches)
were used for Erosion Control, they must be restored to design condition. If builders have allowed
sediment to escape into the street and into the infiltration systems over the last 3 years or so of
construction, then the permittee will need to restore all of the infiltration systems to design condition
and remove all that sediment before the permit can be transferred.
Linda
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Thursday, February 02, 2017 4:29 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Helms Port SW8 140211 Permit Transfer Comments
Linda
Trying to get all ducks in a row on this, like an extension until 2/17 at the latest
Thanks
Tim
Tim Clinkscales PE, PLS
PARAMOt�NTE-
.. ,
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403

OFFICE: [phone]
CELL: [phone]
FAX: [phone]
+sw.paramounte-ena.cem
From: Lewis,Linda [mailto:linda.iewis j)ncdenr.goll]
Sent: Tuesday, January 03, 2017 6:39 PM
To: Tim Clinkscales <tclinkscales@rjaramounte-en _ com>
Cc: Scott, Georgette <j eor_?ette.scott ncnlgELi,,gy>
Subject: Helms Port SW8 140211 Permit Transfer Comments
Good evening, Tim. Hope you had a Merry Christmas and are having a good New Year so far.
In regards to the information for Helms Port provided on November 4, 2016, please note the following
comments:
1. I respectfully disagree with your statement that the LS and VFS for Basin H are not part of the
permit or the approved infiltration basin system. As stipulated in Design Standard Condition 1.4
of the March 6, 2014 permit, "The excess design storm overflow from the infiltration basin must
be directed into a 50' vegetated filter strip and level spreader, designed per Section .1008(0 of
the stormwater rules." I could not find anything in the original design calculations to suggest
that any of the four options described in Chapter 16 of the BMP Manual to waive the bypass
and/or VFS were proposed. If the permittee does not wish to provide the required VFS, then
he does have the option of modifying the current permit to utilize one of the 4 options. I am
checking with Annette on the need for the VFS, since the old TRW workgroup did publish
guidance in March 2014 that may affect the need for the VFS.
2. The original calculations simply report what the provided trench volume is — they do not appear
to list which parameters were used to determine that volume. Normally, the reported trench
parameters of length, width, and height (from bottom to bypass), as well as the pipe volume
are used to calculate the total volume in the trench. The permitted volume in all seven trenches
was based on a proposed trench depth of 4.5 feet as reported on the supplement form. All
seven trenches were permitted with a bottom elevation of 3.5 fmsl, a "top" elevation of 7.5, and
a bypass weir elevation of 8.5 fmsl. You submitted new trench supplements which show the
bottom elevation raised up to 4.5 fmsl, but the top and bypass weir elevations remain
unchanged. If the trench depth is reduced, but everything else is the same, then this will most
certainly reduce the amount of volume provided in each trench. The Division again requests
that you provide revised volume calculations for each trench and please stipulate the specific
parameters you use to make that volume calculation, i.e., if you are using a 3.0 foot depth
based on the top elevation or if you are using a 4.0 depth based on the bypass weir elevation.
Please make any adjustments to the information reported on the revised supplement forms
and submit new copies.
3. Please note that because the new calculations will need to be reviewed, and the permit text
will need to be modified, you will need to submit a request to modify the permit first, and then
the transfer can be picked up after the modified permit is issued.
4. Please note that the bottom elevation for Trench G remains at 3.5. Is this correct or should it
be revised to 4.5 as well?
5. The Division does not have the ability to print out plan size sheets. Please provide copies of
the plan sheets depicting the revised lot numbering. The permit text will need to be revised to
reflect the correct lot numbers and their corresponding BUA limits.
Please submit the requested information by February 4, 2017.
Thanks,

Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda. J g-y:risnnndPnrgoy
Wilmington Regiona! Office
127 Cardinal Drive Extension
Wilmington, NC 28405
--'O`Nothing Compares
e ?L, 71
3

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, January 04, 2017 10:37 AM
To: 'Tim Clinkscales'
Cc: Scott, Georaette; Lucas, Annette
Subject: FW: Helms Port SW8 140211 Permit Transfer Comments
Tim
Please include written documentation of why you did not provide a vegetated filter strip for the
overflow from any of the infiltration systems shown on the approved February 2014 plans. Based on
your previous response regarding the use of only a 30% infiltration rate instead of a 50% rate, I am
guessing that you intended to demonstrate compliance with Option 4 in Chapter 16 of the BMP
Manual? If that was your intent, please provide the supporting calculations. The original calculations
in the file only contain the HydroCAD reports for the 3.85" storm.
Please note that the SA waters options from the TRW group work product documents did not become
effective until March 2014, which is a month after this permit was issued. There was apparently no
official document that allowed the VFS to be waived before then, except as allowed under the 4
options outlined in Chapter 16 of the BMP Manual. I am checking with Annette to make sure.
The plans appear to show that the overflow from all of the trenches and Basin H is discharged (via
riprap lined swale or piped) directly into SA ORW waters. All of those conveyances would need to
end at least 50 feet from the MHW line (i.e., the edge of the buffer) and you would need to
demonstrate a non -erosive velocity through the buffer, in addition to meeting one of the four options
listed in Chapter 16 of the BMP manual to waive the offline bypass and VFS requirement.
In addition, neither the Mean High Water Line nor the 575' ORW AEC is labeled on the plans. No
density calculations were provided to support the 25% cap for high density within the 575'
AEC. Without this information, it is impossible to make a determination of compliance in order to
transfer the permit.
Thanks,
Linda
From: Lewis,Linda
Sent: Tuesday, January 03, 2017 6:39 PM
To: 'Tim Clinkscales' <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: Helms Port SW8140211 Permit Transfer Comments
Good evening, Tim. Hope you had a Merry Christmas and are having a good New Year so far.
In regards to. the information for Helms Port provided on November 4, 2016, please note the following
comments:
1. 1 respectfully disagree with your statement that the LS and VFS for Basin H are not part of the
permit or the approved infiltration basin system. As stipulated in Design Standard Condition 1.4
of the March 6, 2014 permit, "The excess design storm overflow from the infiltration basin must

be directed into a 50' vegetated filter strip and level spreader, designed per Section .1008(f) of
the stormwater rules." I could not find anything in the original design calculations to suggest
that any of the four options described in Chapter 16 of the BMP Manual to waive the bypass
and/or VFS were proposed. If the permittee does not wish to provide the required VFS, then
he does have the option of modifying the current permit to utilize one of the 4 options. I am
checking with Annette on the need for the VFS, since the old TRW workgroup did publish
guidance in March 2014 that may affect the need for the VFS.
2. The original calculations simply report what the provided trench volume is — they do not appear
to list which parameters were used to determine that volume. Normally, the reported trench
parameters of length, width, and height (from bottom to bypass), as well as the pipe volume
are used to calculate the total volume in the trench. The permitted volume in all seven trenches
was based on a proposed trench depth of 4.5 feet as reported on the supplement form. All
seven trenches were permitted with a bottom elevation of 3.5 fmsl, a "top" elevation of 7.5, and
a bypass weir elevation of 8.5 fmsl. You submitted new trench supplements which show the
bottom elevation raised up to 4.5 fmsl, but the top and bypass weir elevations remain
unchanged. If the trench depth is reduced, but everything else is the same, then this will most
certainly reduce the amount of volume provided in each trench. The Division again requests
that you provide revised volume calculations for each trench and please stipulate the specific
parameters you use to make that volume calculation, i.e., if you are using a 3.0 foot depth
based on the top elevation or if you are using a 4.0 depth based on the bypass weir elevation.
Please make any adjustments to the information reported on the revised supplement forms
and submit new copies.
3. Please note that because the new calculations will need to be reviewed, and the permit text
will need to be modified, you will need to submit a request to modify the permit first, and then
the transfer can be picked up after the modified permit is issued.
4. Please note that the bottom elevation for Trench G remains at 3.5. Is this correct or should it
be revised to 4.5 as well?
5. The Division does not have the ability to print out plan size sheets. Please provide copies of
the plan sheets depicting the revised lot numbering. The permit text will need to be revised to
reflect the correct lot numbers and their corresponding BUA limits.
Please submit the requested information
Thanks,
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis a-)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
by February 4, 2017.
y. •� "tithing Compares. s'Trs..,sN
�
Email correspondence to and s`rom this address is subject to the
North Carolina Public Records Lav,, and may be 0sclosed to third parties.

., A RAMOU14T
E N G 1 N E E M 1 N G, 1 N C.
1 2 2 C I N E M A D R I V E
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
i To:
NCDENR-Land Quality Section
Date
12f1/17
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Helms Port
SW814oz11
Linda Lewis, El
Pro ect No.
I 1 146.PE
e are send! : ® Originals
® Prints
❑ Shop Drawings
® Calculations
he following items• ❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below
Quantity
Date
Dwg. No.
Description
2
Plans
1
Infiltration Basin H Supplment
Issue Status ❑ For Approval ® As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected -See Remarks ❑ Approved as Submitted ❑ Other
emarks:

Robert Balland
From: Brooks Wall <[e-mail]>
Sent: Friday, December 1, 2017 2:53 PM
To: Winslow E. Goins, P.E.; Robert Balland
Cc: Brian Eckel
Subject: RE: Ex. Kmart Site
10 inches per hour in a fill that has less than 5% fines is a good conservative number.
BFii0�')ii.;i $i'eiALL
ECS SOU'THFAST, LLP T° 910.686.9114 1 C 910.367.0138
www.ecslimited.com
f', `:2;,tia11proprictary messl7gelatfochrr en is. L:ck.lic' !7'%SS :y'e%iI'tCf %im:'nc's if ISG� int<.':' ded reci{JIP:?i:.
From: Winslow E. Goins, P.E.
Sent: Friday, December 01, 2017 2:52 PM
To: Robert Balland
Cc: Brian Eckel; Brooks Wall
Subject: Re: Ex. Kmart Site
For select fill, an ASTM C33 Sand has a maximum design infiltration rate of 2 inches per hour
For a stone base, a NCDOT #57 stone is recommended and it has a porosity of 40%
WINSLOW E. COMS, P.I .
Y SQ.-U HEAS'N, Li_P T 910.686.9114 1 D 910.726.3026 1 C 910.367.1680
vvww.ecslimi'Led.com
r. iift eilt4.i1propr.-etury message/attachrrnnis. i>elete message/attachments if not intended recipient.
From: Robert Balland <[e-mail]>
Sent: Thursday, November 30, 2017 4:40 PM ECEIVE
To: Winslow E. Goins, P.E.
Cc: Brian Eckel; Brooks Wall DEC 0 12017
Subject: Ex. Kmart Site
FlY:'
Winslow,
Good evening. We are designing pervious pavement areas for the subject site and wanted to get your opinion on what a
reasonable infiltration rate would be, once a select clean fill is placed on the site. I am looking for a conservative
number to use for my calculations. Also, based on available stone base in this area, what would you recommend we use
for this application. The State requires a washed stone with 2% or less passing the No. 200 sieve. Lastly, based on your
recommendation, what is a reasonable porosity of the stone base.
Thank you,

Rob
RobaA P. Saiiana, P.E., LIZIED .SAP
Paramounte Engineering, Inc. 1 1" Cinema Drive I Wilmington, NC 28403
Office 910 791-6707 1 Cell: 910 619-1186 1 Fax: [phone] www. aramounte-en com
�........� _.............................................. ......� ).. _..........._...... ........... .
Paramounte Engineering j
www.12aramounte-ena.com
pis is the home page
........ _..
DEC 01 20V
BY•

flLewis,Linda
From: Lewis,Linda
Sent: Monday, November 20, 2017 11:43 AM
To: 'Jessica Vamvakias'
Cc: 'Tim Clinkscales'
Subject: FW: Helms Port SW8 140211- Basin H
Attachments: 2017 11 DA Application Insert 140211.xlsx
Also- please note that the Drainage area insert, sheet submitted on September 22, was too small to
be legible, so I copied the information onto a larger spreadsheet for clarity, attached.
Please check it to be sure I have accurately captured the information.
Thanks,
Linda
From: Lewis,Linda
Sent: Monday, November 20, 2017 11:39 AM
To:'Jessica Vamvakias'<[e-mail]>
Cc: 'Tim Clinkscales' <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: Helms Port SW8 140211- Basin H
Em
have finally finished this review for the modification. Please address the following missing
information:
1. A new supplement for Basin H. The last set of calculations (received September 22, 2017)
raised the storage elevation to 8.0, and increased the storage volume to 15,353 cf, but a new
supplement was not provided. (This can be emailed as an attachment)
2. Two sets of revised detail drawings which include the raised storage elevation to 8.0 for Basin
H. (This must be submitted full-size since we cannot print out plan -size sheets).
The modified permit is drafted and can be issued upon receipt of these items by December 4, 2017.
Upon the issuance of the modified permit and receipt of the transfer application documents and
$505.00 fee, we can start the transfer process again.
Have a Happy and safe Thanksgiving.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis(d_)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension

Wilmington, NC 28405
y 'Nothinc-) Compares

-Lewis,Linda
From: Lewis,Linda
Sent: Monday, November 20, 2017 11:39 AM
To: 'Jessica Vamvakias'
Cc: 'Tim Clinkscales',- Scott, Georgette
Subject: Helms Port SW8 140211- Basin H
WE
I have finally finished this review for the modification. Please address the following missing
information:
1. A new supplement for Basin H. The last set of calculations (received September 22, 2017)
raised the storage elevation to 8.0, and increased the storage volume to 15,353 cf, but a new
supplement was not provided. (This can be emailed as an attachment)
2. Two sets of revised detail drawings which include the raised storage elevation to 8.0 for Basin
H. (This must be submitted full-size since we cannot print out plan -size sheets).
The modified permit is drafted and can be issued upon receipt of these items by December 4, 2017.
Upon the issuance of the modified permit and receipt of the transfer application documents and
$505.00 fee, we can start the transfer process again.
Have a Happy and safe Thanksgiving.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.Ie,.vis91)_ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
"1L

Lewis,Linda
From:
Lewis,Linda
Sent:
Monday, November 13, 2017 11:34 AM
To:
'Jessica Vamvakias'
Cc:
'Tim Clinkscales'
Subject:
FW: [External] Helms Port Storm water Permit Modification/Transfer
Jessica:
The application was received on September 22, 2017 and is being processed. I didn't realize it was a
modified application until after I just now looked at it. As per the August project return letter, I've
matched up this application with the check and the supplements received 'pack in July, and asked Jo
to enter the mod into the system and to return the file to me ASAP for review.
Jo may be out of the office today, so it may be tomorrow before I get a chance to finish up the
review. All the parts and pieces appeared to be there.
Linda
From: Lewis,Linda
Sent: Monday, November 13, 2017 8:35 AM
To: 'Jessica Vamvakias' <[e-mail]>
Subject: RE: [External] Helms Port Storm water Permit Modification/Transfer
I've got one more review to go before I get to this one.
Linda
From: Jessica Vamvakias [mailto:[e-mail]�1]
Sent: Friday, November 10, 2017 4:21 PM
To: Lewis,Linda <linda.lewis@ncdenr.g; Ly>
Subject: [External] Helms Port Storm water Permit Modification/Transfer
[ CAQ 7 10,I: External email. Do not click links or open attachments unless verified Send all suspicious email as an attachment to ,
[e-mail].
Good Afternoon Linda,
I hope this finds you well.
I am sending you this email to see if you have an update on the permit modification/transfer request that was submitted
on September 201hfor the Helms Port Subdivision. I know that last time I reached out to you, you mentioned that you
were running about 60 days for review.
Any information would be greatly appreciated.
All the best and have a great weekend,

.1
Jessica Vm�-vowc--kias
Drearn 1-4o, Build st-nar-,

PARAMOUNTE
E N CG 1 " E E M 1 N G. 1 N C.
122 C I N E M A DRIVE
WILMIN G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
T. R T T F. R n F T R A N Q M T T T A T
To:
NCDENR-Land Quality Section
Date
9/22117
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Helms Port
SW8140211
Linda Lewis, El/Georgette Scott
Project No. I
13146.PE
e are sen
® Originals
® Prints
❑ Shop Drawings
® Calculations
❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below
he following iteTn$:
Quanti
Date
Dw . No.
Description
1
Response Letter
1
Sealed Trench Calculations
1
One Original and Copy of SWU 101 Form
ssue Status: ❑ For Approval ® As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
JAction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
emarks

PARAMOUNTE
E N G 1 N E E R 1 N G, i N C.
September 21, 2017
Wilmington Regional Office: North Carolina Division of Energy, Mineral and Land
Resources
Department of Environmental Quality
Attn: Linda Lewis EI, Environmental Engineer IIUGeorgette Scott
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Helms Port SWS 140211
Permit Transfer Comments
Dear Ms. Lewis/Ms. Scott,
Please find this letter in response to your email dated August 30, 2017.
1. Completed and sinned SW hermit annlication farm
i This has been added to the package
2. Provide signed, sealed and date the trench calculations
• Added to the package
3. Calculations for the trenches
• Added to the package
4. Mailing address
• Updated
5. Additional asphalt
Each pond had an allocation for future impervious, that was part of such.
We have updated the attachment to add roadway and reduce future. The
transfer from future to roadway does not affect the pond design; therefore
original calculations and supplements need not be updated.
RECEIVED
SEP 2 2 2017
1 22 CINEMA D R I V E� W I L M I N G T O N' N C 2 B 4 ❑ 3
Ps H 1 9 1 0) 7 9 1 - 6 7❑ 7 F A X 19 1 O) 7 9 1 - 6 7 620

PARAMOUNTE
E N G 1 N E E Fi 1 N G, I N C.
Thank you for your attention to this matter. If you have any questions regarding any of this
information or require additional material, please feel free to call. Thank you for your time
and effort.
Sincerely,
Paramounte En 'ng, Inc.
Tim Clinkscales, PE, PLS
T
CEIVE
EP222011
1 22 CINEMA D R I V E, W I L M I N G T O N, N C 2 6 4 0 3
P FI 1 (9 1 0 1 7 9 1 . 6 7 0 7 F A X: (9 1 0 1 7 9 1 - 6 7 6 0

Project Name: Helms Port
Client:
D. Logan
Project Number:
13146.PE
Prepared By:
CWM
Date:
9/21/17
Infiltration System Design A
Solis Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
0.64 Ac.
Impervious Area =
0.31 Ac.
% Impervious
48.44 %
Runoff Coefficent (Rv) =
0.486 in/in
Req. 1.511 Runoff Volume =
1,693 cf
SCS Method 1 yr-24 Hr. Pre =
1,494 cf
SCS Method 1 yr-24 Hr. Post =
4,108 cf
1 yr-24 Hr. Pre -Post Storage =
2,614 cf
Weir Elevation =
8.32 EL.
Storage Volume Provided =
2,930 cf
Draw Down Analysis:
Bottom Area of Trench 1,222 sf
Bottom Elevation of Trench 3 ft
Soil Column Depth 1.60 ft
Draw Down Time = 0.11 days
Infiltration System Design B
Soils Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
Impervious Area =
% Impervious
Runoff Coefficent (Rv) _
Req. 1.5" Runoff Volume =
SCS Method 1 yr-24 Hr. Pre =
SCS Method 1 yr-24 Hr. Post =
1 yr-24 Hr. Pre -Post Storage =
Weir Elevation =
Storage Volume Provided =
Draw Down Analysis:
Bottom Area of Trench
Bottom Elevation of Trench
Soil Column Depth
Draw Down Time =
0.38 Ac.
0.21 Ac.
55.26 %
0.547 in/in
1,133 cf
887 cf
2,753 cf
1'A66 cf
8.26 EL.
2,534 cf
1,057 sf
3.03 ft
1.63 ft
0.12 days
PARAMQUNTE
E N O 1 N E E R 1 N O, I N C.
No 6-inch below
(from Darcy's Equation)
(from Darcy's Equation)
in ECEIVE
5EP 2 2 2017
BY:

Infiltration System Design C
Soils Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
0.65 Ac.
Impervious Area =
0.30 Ac.
% Impervious
46.15 %
Runoff Coef icent (Rv) =
0.465 in/in
Req. 1.5" Runoff Volume =
1,518 cf
SCS Method 1 yr-24 Hr. Pre =
1,324 cf
SCS Method 1 yr-24 Hr. Post =
4,172 cf
1 yr-24 Hr. Pre -Post Storage =
2,848 cf
Weir Elevation =
8.24 EL.
Storage Volume Provided =
3,495 cf
Draw Down Analysis:
Bottom Area of Trench 1,457 sf
Bottom Elevation of Trench 3.15 ft
Soil Column Depth 1.75 ft
Draw Down Time = 0.10 days
Infiltration System Design D
Soils Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
0.65 Ac.
Impervious Area =
0.41 Ac.
% Impervious
63.08 %
Runoff Coefficent (Rv) =
0.618 in/in
Req. 1.5" Runoff Volume =
2,186 cf
SCS Method 1 yr-24 Hr. Pre =
1,518 cf
SCS Method 1 yr-24 Hr. Post =
5,284 cf
1 yr-24 Hr. Pre -Post Storage =
3,766 cf
Weir Elevation =
8.33 EL.
Storage Volume Provided =
3,778 cf
Draw Down Analysis:
(from Darcy's Equation)
Bottom Area of Trench 1,574 sf
Bottom Elevation of Trench 2.95 ft
Soil Column Depth 1.55 ft
Draw Down Time = 0.12 days (from Darcy's Equation)

Infiltration System Design E
Soils Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHV'VL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
0.45 Ac.
Impervious Area =
0.28 Ac.
% Impervious
62.22 %
Runoff Coefficent (Rv) =
0.610 in/in
Req. 1.5" Runoff Volume =
1,495 cf
SCS Method 1 yr-24 Hr. Pre =
1,051 cf
SCS Method 1 yr-24 Hr. Post =
3,658 cf
1 yr-24 Hr. Pre -Post Storage =
2,607 cf
Weir Elevation =
8.42 EL.
Storage Volume Provided =
2,659 cf
Draw Down Analysis:
Bottom Area of Trench 1,137 sf
Bottom Elevation of Trench 3.35 ft
Soil Column Depth 1.95 ft
Draw Down Time = 0.11 days
Infiltration System Design F
Soils Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
0.58 Ac.
Impervious Area =
0.38 Ac.
% Impervious
65.52 %
Runoff Coefficent (Rv) =
0.640 in/in
Req. 1.5" Runoff Volume =
2,020 cf
SCS Method 1 yr-24 Hr. Pre =
1,354 cf
SCS Method 1 yr-24 Hr. Post =
4,893 cf
1 yr-24 Hr. Pre -Post Storage =
3,539 cf
Weir Elevation =
8.40 EL.
Storage Volume Provided =
3,608 cf
Draw Down Analysis:
(from Darcy's Equation)
Bottom Area of Trench 1,504 sf
Bottom Elevation of Trench 3.35 ft
Soil Column Depth 1.95 ft
Draw Down Time = 0.12 days (from Darcy's Equation)

Infiltration System Design G
Impervious Area:
Solis Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
Impervious Area =
% Impervious
Runoff Coefficent (Rv) _
Req. 1.5" Runoff Volume =
SCS Method 1 yr-24 Hr. Pre =
SCS Method 1 yr-24 Hr. Post =
1 yr-24 Hr. Pre -Post Storage =
Weir Elevation =
Storage Volume Provided =
Draw Down Analysis:
Bottom Area of Trench
Bottom Elevation of Trench
Soil Column Depth
Draw Down Time =
1.79 Ac.
0.99 Ac.
55.31 %
0.548 in/in
5,339 cf
4,180 cf
12,969 cf
8,789 cf
8.45 EL.
8,877 cf
3,630 sf
3.25 ft
1.85 ft
0.12 days (from Darcy's Equation)

MASONBORO-PRE-POST-OUT B As Builts INFILT Type Nl 24-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCAD®10.00-19 s/n 08877 ©2016 HydroCAD Software Solutions LLC
Pond 2P: INFILT-A - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-12® Pipe)
Inside= 36.1 "W x 36.1 "H => 7.10 sf x 20.001 = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf
Row Length Adjustment= -6.00' x 7.10 sf x 2 rows
42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing
5 Chambers/Row x 20.00' Long -6.00' Row Adjustment +3.50' Header x 2 = 101.00' Row Length +18.0"
End Stone x 2 = 104.00' Base Length
2 Rows x 42.0" Wide + 21.0" Spacing x 1 + 18.0" Side Stone x 2 = 11.75' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
10 Chambers x 142.0 cf -6.00' Row Adjustment x 7.10 sf x 2 Rows + 8.75' Header x 7.10 sf x 2 = 1,459.0
cf, Chamber Storage
10 Chambers x 177.2 cf -6.00' Row Adjustment x 8.86 sf x 2 Rows + 8.75' Header x 8.86 sf x 2 = 1,820.9
cf Displacement
5,499.0 cf Field - 1,820.9 cf Chambers = 3,678.0 cf Stone x 40.0% Voids = 1,471.2 cf Stone Storage
Chamber Storage + Stone Storage = 2,930.3 cf
Overall Storage Efficiency = 53.3%
Overall System Size = 104.00' x 11.75' x 4.50'
10 Chambers
203.7 cy Field
136.2 cy Stone
"

MASONBORO-PRE-POST-OUT B As Builts INFILT Type 11124-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCAD®10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC
Pond 4P: INFILT-B - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-128 Pipe)
Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf
42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing
4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00'
Base Length
2 Rows x 42.0" Wide + 21.0" Spacing x 1 + 18.0" Side Stone x 2 = 11.75' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
8 Chambers x 142.0 cf + 8.75' Header x 7.10 sf x 2 = 1,260.2 cf Chamber Storage
8 Chambers x 177.2 cf + 8.75' Header x 8.86 sf x 2 = 1,572.8 cf Displacement
4,758.7 cf Field - 1,572.8 cf Chambers = 3,185.9 cf Stone x 40.0% Voids = 1,274.4 cf Stone Storage
Chamber Storage + Stone Storage = 2,534.6 cf
Overall Storage Efficiency = 53.3%
Overall System Size = 90.00' x 11.75' x 4.50'
8 Chambers
176.2 cy Field
118.0 cy Stone

MASONBORO-PRE-POST-OUT B As Builts INFILT Type 111 24-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCADO 10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC
Pond 6P: INFILT-C - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-12® Pipe)
Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf
Row Length Adjustment= -6.00' x 7.10 sf x 2 rows
42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing
6 Chambers/Row x 20.00' Long -6.00' Row Adjustment +3.50' Header x 2 = 121.00' Row Length +18.0"
End Stone x 2 = 124.00' Base Length
2 Rows x 42.0" Wide + 21.0" Spacing x 1 + 18.0" Side Stone x 2 = 11.75' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
12 Chambers x 142.0 cf -6.00' Row Adjustment x 7.10 sf x 2 Rows + 8.75' Header x 7.10 sf x 2 = 1,743.0
cf. Chamber Storage
12 Chambers x 177.2 cf -6.00' Row Adjustment x 8.86 sf x 2 Rows + 8.75' Header x 8.86 sf x 2 = 2,175.4
cf Displacement
6,556.5 cf Field - 2,175.4 cf Chambers = 4,381.1 cf Stone x 40.0% Voids = 1,752.4 cf Stone Storage
Chamber Storage + Stone Storage = 3,495.5 cf
Overall Storage Efficiency = 53.3%
Overall System Size = 124.00' x 11.75' x 4.50'
12 Chambers
242.8 cy Field
162.3 cy Stone
"0i0

MASONBORO-PRE-POST-OUT B As Builts INFILT Type 11124-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCAD®10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC
Pond 8P: INFILT-D - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-128 Pipe)
Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf
Row Length Adjustment= +4.00' x 7.10 sf x 2 rows
42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing
6 Chambers/Row x 20.00' Long +4.00' Row Adjustment +3.50' Header x 2 = 131.00' Row Length +18.0"
End Stone x 2 = 134.00' Base Length
2 Rows x 42.0" Wide + 21.0" Spacing x 1 + 18.0" Side Stone x 2 = 11.75' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
12 Chambers x 142.0 cf +4.00' Row Adjustment x 7.10 sf x 2 Rows + 8.75' Header x 7.10 sf x 2 = 1,885.0
cf Chamber Storage
12 Chambers x 177.2 cf +4.00' Row Adjustment x 8.86 sf x 2 Rows + 8.75' Header x 8.86 sf x 2 = 2,352.6
cf Displacement
7,085.2 cf Field - 2,352.6 cf Chambers = 4,732.6 cf Stone x 40.0% Voids = 1,893.1 cf Stone Storage
Chamber Storage + Stone Storage = 3,778.1 cf
Overall Storage Efficiency = 53.3%
Overall System Size = 134.00' x 11.75' x 4.50'
12 Chambers
262.4 cy Field
175.3 cy Stone
ow

MASONBORO-PRE-POST-OUT B As Builts INFILT Type 11124-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCADO 10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC
Pond 10P: INFILT-E - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-128 Pipe)
Inside= 36.1 "W x 36.1 "H => 7.10 sf x 20.00'L = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf
Row Length Adjustment= -8.00' x 7.10 sf x 1 rows
9 Chambers/Row x 20.00' Long -8.00' Row Adjustment = 172.00' Row Length +18.0" End Stone x 2 =
175.00' Base Length
1 Rows x 42.0" Wide + 18.0" Side Stone x 2 = 6.50' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
9 Chambers x 142.0 cf -8.00' Row Adjustment x 7.10 sf x 1 Rows = 1,221.2 cf Chamber Storage
9 Chambers x 177.2 cf -8.00' Row Adjustment x 8.86 sf x 1 Rows = 1,524.1 cf Displacement
5,118.7 cf Field - 1,524.1 cf Chambers = 3,594.6 cf Stone x 40.0% Voids = 1,437.9 cf Stone Storage
Chamber Storage + Stone Storage = 2,659.1 cf
Overall Storage Efficiency = 51.9%
Overall System Size = 175.00' x 6.50' x 4.50'
9 Chambers
189.6 cy Field
133.1 cy Stone
rd

MASONBORO-PRE-POST-OUT B As Builts INFILT Type 1/124-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCADO 10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC
Pond 12P: INFILT-F - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-120 Pipe)
Inside= 36.1 "W x 36.1 "H => 7.10 sf x 20.00'L = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf
Row Length Adjustment= -2.00' x 7.10 sf x 2 rows
42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing
6 Chambers/Row x 20.00' Long -2.00' Row Adjustment +3.50' Header x 2 = 125.00' Row Length +18.0"
End Stone x 2 = 128.00' Base Length
2 Rows x 42.0" Wide + 21.0" Spacing x 1 + 18.0" Side Stone x 2 = 11.75' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
12 Chambers x 142.0 cf -2.00' Row Adjustment x 7.10 sf x 2 Rows + 8.75' Header x 7.10 sf x 2 = 1,799.8
cf Chamber Storage
12 Chambers x 177.2 cf -2.00' Row Adjustment x 8.86 sf x 2 Rows + 8.75' Header x 8.86 sf x 2 = 2,246.3
cf Displacement
6,768.0 cf Field - 2,246.3 cf Chambers = 4,521.7 cf Stone x 40.0% Voids = 1,808.7 cf Stone Storage
Chamber Storage + Stone Storage = 3,608.5 cf
Overall Storage Efficiency = 53.3%
Overall System Size = 128.00' x 11.75' x 4.50'
12 Chambers
250.7 cy Field
167.5 cy Stone
s

MASONBORO-PRE-POST-OUT B As Builts INFILT Type 111 24-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 9/21/2017
HydroCAD®10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC
Pond 14P: INFILT-G - Chamber Wizard Field A
Chamber Model = ADS N-12 36 (ADS N-128 Pipe)
Inside= 36.1 "W x 36.1 "H => 7.10 sf x 20.001 = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf
Row Length Adjustment= +2.00' x 7.10 sf x 5 rows
42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing
6 Chambers/Row x 20.00' Long +2.00' Row Adjustment +3.50' Header x 2 = 129.00' Row Length +18.0"
End Stone x 2 = 132.00' Base Length
5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width
6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height
30 Chambers x 142.0 cf +2.00' Row Adjustment x 7.10 sf x 5 Rows + 24.50' Header x 7.10 sf x 2 =
4,678.9 cf Chamber Storage
30 Chambers x 177.2 cf +2.00' Row Adjustment x 8.86 sf x 5 Rows + 24.50' Header x 8.86 sf x 2 =
5,839.4 cf Displacement
16,334.9 cf Field - 5,839.4 cf Chambers = 10,495.5 cf Stone x 40.0% Voids = 4,198.2 cf Stone Storage
Chamber Storage + Stone Storage = 8,877.1 cf
Overall Storage Efficiency = 54.3%
Overall System Size=132.00' x 27.50' x 4.50'
30 Chambers
605.0 cy Field
388.7 cy Stone

Project Name: Helms Port
Client: Sel Properties
Project Number: 13146.PE
Prepared By: CWM
Date: 711117
Infiltration System Design H
Soils Information:
Soil Type = Clean Sand Fill (< 5% Fines)
SHWL = 1.4 EL.
Infiltration Rate = 10 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
1.95 Ac.
Impervious Area =
1.23 Ac.
% Impervious
63.08
Runoff Coefficent (Rv) =
0.618 in/in
Req. 1.5" Runoff Volume =
6,559 cf
SCS Method 1 yr-24 Hr. Pre =
4,553 cf
SCS Method 1 yr-24 Hr. Post =
15,852 cf
1 yr-24 Hr. Pre -Post Storage Req. =
11,299 cf
Volume Provided =
15,353 cf
Elevation @ Volume Provided =
8.00 EL.
Surface Area @ Volume Provided=
6,587 sf
Draw Down Analysis:
-DARAMouNTE
E N O I N E E R 1 N O. 1 N C,
Bottom Area of Basin
3,723
sf
Bottom Elevation of Basin
5.0
ft
Soil Column Depth
3.6
ft
Draw Down Time =
0.15 days (from Darcy's Equation)
CONTOUR CONTOUR AREA
INCR.
ACCUM
VOLUME
[sq ft]
[cu ft]
[cu ft]
5.0
3,723
0
0
6.0
4,622
4,173
4,173
7.0
5,576
5,099
9,272
8.0
6,587
6,082
15,353
9.0
7,655
7,121
22,474
ECEIVE
JUL 0 3 20n
BY:

MASONBORO-PRE-POST-OUT B As Builts INFILT Type H/ 24-hr NHC-10 YR Rainfall=7.00"
Prepared by Microsoft Printed 7/1/2017
HydroCADO 10.00-19 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 2
Summary for Pond 16P: INFILT-H RAISE OUTLET STRUCTURE
Inflow Area = 1.950 ac, 0.00% Impervious, Inflow Depth = 5.14" for NHC-10 YR event
Inflow =
11.92 cfs @
12.07 hrs, Volume=
36,383 cf
Outflow =
1.24 cfs @
12.80 hrs, Volume=
36,383 cf, Atten= 90%, Lag= 43.9 min
Discarded =
1.24 cfs @
12.80 hrs, Volume=
36,383 cf
Primary =
0.00 cfs @
4.00 hrs, Volume=
0 cf
Routing by Stor-Ind method, Time Span= 4.00-28.00 hrs, dt= 0.0001 hrs
Peak Elev= 7.96' @ 12.80 hrs Surf.Area= 6,541 sf Storage= 15,041 cf
Plug -Flow detention time= 125.7 min calculated for 36,383 cf (100% of inflow)
Center -of -Mass det. time= 125.7 min ( 922.6 - 796.9 )
Volume Invert
Avail.Storage Storage Description
#1 5.00'
22,444 cf Custom Stage Data (Conic) Listed below
(Recalc)
Elevation Surf.Area
Inc.Store Cum.Store Wet.Area
(feet)
(sq-ft)
(cubic -feet) (cubic -feet) (sq-ft)
5.00
6.00
3,723
4,622
0 0 3,723
4,164 4,164 4,651
O
7.00
5,576
5,092 9,256 5,638
8.00
6,587
6,074 15,330 6,686
9.00
7,654
7,114 22,444 7,794
Device Routing
Invert
Outlet Devices
= J x 6017-
#1 Discarded
5.00'
5.000 in/hr Exfiltration over Wetted area
Conductivity to Groundwater Elevation = 1.50'
Phase -In= 0.01'
#2 Primary
1.40'
18.0" Round RCP -Round 18"
L= 138.0' RCP, sq.cut end projecting, Ke= 0.500
Inlet / Outlet Invert= 1.40' / 1.00' S= 0.0029 '/'
Cc= 0.900
n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf
#3 Device 2
8.00'
36.0" x 36.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
#4 Device 2
8.00'
36.0" x 36.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
Qiscarded OutFlow Max=1.24 cfs @ 12.80 hrs HW=7.96' (Free Discharge)
1=Exfiltration ( Controls 1.24 cfs)
Primary OutFlow Max=0.00 cfs @ 4.00 hrs HW=5.00' (Free Discharge)
L =RCP Round 18" (Passes 0.00 cfs of 11.18 cfs potential flow)
S-Orifice/Grate ( Controls 0.00 cfs)
=Orifice/Grate ( Controls 0.00 cfs)
IECEIVE
JUL 0 3 201'
BY:

PARAMOUNTE
E N C3 1 N E E FZ 1 N G, 1 N G
October 29, 2016
Linda Lewis, EI
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Response Submittal: Helms Port
Dear Ms. Lewis:
nECE1VED
NOV o a zoo
BY:
On behalf of Sel Property Investors, Inc. we are submitting a response to your comment letter for the turnover to the
HOA. Please find your comments below with our response provided in bold.
1.) Submit a copy of the recorded deed restrictions as required per Schedule of Compliance
Conditions 11.14 of the permit.
• Enclosed
2.) Address the fact that the lot numbers listed in Exhibit C of the recorded document do not
match up with thot numbers of the approved plans.
• , The updated plan with correct lot numbers added to the submittal set. The utility record
drawings depict the lots numbers corresponding to the ones in the original submittal set
3.) Provided revised infiltration trench supplements and plan details to reflect the one foot
higher as -built construction for Trenches A-G. If the size for the trench was affected by the
elevation change, then in addition to the new supplements and plan details, revised
calculations must also be provided.
• The supplements have been updated with the 1 foot raise, the volume provided updated
slightly but does not effect the calculations
4.) Please provide the permit required vegetated filter strip and level spreader for the overflow
from Infiltration Basin H. Permit requires 50' vegetated filter strip and level spreader
• Based on the plains and calculations from the original permit submittal and approved permit,
the filter strip and level spreader not part of the infiltration basin system. The as -built
information confirms the volume requirements are slightly below design levels but only 0.07.
Le volume requirements at grate need an extra 0.07' to meet the design volume. Based on
small amount of impervious to this basin and clean sand, instead of a 50% reduction in
infiltration rate, a 30% reduction achieves the volume requirements.
5.) Provide a copy of the recorded plats to assure the Division that the stormwater runoff
collection system and each permitted BMP is located within a recorded drainage easement, a
common area, or a public right of way.
Enclosed
122 CINEMA DRIVE , W I L M I N O T❑ N, N C 2 6 40 3
F H (9 1 ❑) 7 9 1 - 6 7 0 7 F A X: ( 9 1 ❑) 7 9 1 5 7 6❑

PARAMOUNTE
E N G 1 N E E R 1 N 43, 1 N C
6.) Address the statements in the recorded deed restrictions that appear to contradict the
permit requirements.
There are several paragraphs in the recorded deed restrictions that appear to
contradict the requirements of the permit. Article 15.3 allows the Declarant (HOA)
to unilaterally amend the stormwater covenants which contradicts Article 11.6c
Article 11.6 (k) allows the declarant (HOA) the right to reallocate any unused BUA for
any lot and give it to any other property within Helms Port by modifying the permit.
As part of any permit modification to reallocate BUA, the Division requires that the
affected lot owners sign off on any amendment that will change their permit BUA
limit.
Transfer Documents
1.) Verification that no lot has exceeded the maximum permitted BUA limit. The
lot numbering discrepancy will need to be resolved first. This requires
supporting documentation in the form of tax records, as built surveys, etc.
Plot plans were performed for all lots along with covenants for each lot/house sale
were provided
2.) Verification that more than 50% of the lots have been sold to individuals (not
builders). At the time of the inspection, the NHC tax records only had information
for 3 of the streets. Some of the street names do not show up on Google and the
plans only list the streets by letter.
More than 50% are owned by individuals
3.) Print out and submit the NCSOS creation filing for the non-profit Helms Port Master
Association and be sure to file the appropriate form to update the contact person to
Mr. Patrick Lennon.
Thank you for your attention to this matter. If you have any questions regarding any of this information or require
additional material, please feel free to call. Thank you for your time and effort.
Sincerely,
Par'L�Uf'l to En i ring, Inc.
Tim Clinkscales, PE, PLS
ECEIVE
NOV 0 4 Nis
SY:
1 22 CINEMA DRIVE , W 1 L M 1 N G T O N, NC 2 8 4 0 3
P H: (9 1 O) 7 9 1 - 6 7 0 7 F A X: (9 1 O) 7 9 1 - 6 7 6 0

PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
October 3, 2016
SEL Property Investors, LLC
D. Logan, Member Manager
310 N. Front Street, Suite 200
Wilmington, NC 28401
Subject: Notice of Inspection — Not Compliant
Helms Port Subdivision
State Stormwater Management Permit No. SW8140211
New Hanover County
Dear Mr. Logan:
TRACY DAVIS
Director
On September 22, 2016, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) inspected Helms Port Subdivision, located off Masonboro Loop Road at Helms Port
Avenue in Wilmington, New Hanover County to determine the status of compliance with the State
Stormwater Management Permit Number SW8 140211 issued to you on March 6, 2014. DEMLR file
review and site inspection revealed that the site is not in compliance with the terms and conditions of this
permit. Please find a copy of the completed form entitled "Compliance Inspection Report" attached to
this letter, which summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1. A copy of the recorded deed restrictions has not been submitted.
2. The lot numbers listed in Exhibit C of the recorded deed restrictions downloaded by the Division
do not match up with the lot numbers shown on the approved plans.
3. Address the recorded deed restriction language that appears to contradict the permit requirements.
Specifically, the declarant's right to reallocate unused BUA under a permit modification. If the lot
has been sold, then any modification and/or amendments to reallocate BUA between lots would
necessarily require the approval of those lot owners.
4. Provide revised infiltration trench supplement forms and/or revised calculations.
5. Construct the required vegetated filter strip and level spreader for Basin H.
6. Provide copies of the recorded plats to document that the number of lots does not exceed the
approved number and that the stormwater colledtion system and BMP's are located within
recorded easements, common areas and/or public rights -of -way.
7. Since it was raining on the day of the inspection, a follow-up inspection is needed before the
permit can be transferred in order to assure that the infiltration basins are drawing down after 5
days without rain. Assuming that Hurricane Matthew stays away, and no other significant rain
events occur, the follow-up will take place on Thursday morning, October 6, 2016.
8. In order to transfer the permit under SL 2011-256, please provide the following information:
a. Verify that no lot has exceeded its maximum permitted BUA limit. The lot numbering
issue needs to be resolved first;
b. Verify that more than 50% of the lots have been sold to individuals (not builders);
c. Verify. that the Helms Port Master Association is legally formed as a non-profit by
submitting a copy of the NCSOS creation filing to the Division. Please remember to file a
change of registered agent and mailing address for the Association with the NCSOS.
Please be advised that until the Division approves of the transfer of the permit, you are required to comply
with the terms, conditions and limitations of the Stormwater Management Permit under Title 15A North
Carolina Administrative Code 2H .1003 and North Carolina General Statute 143-214.7.
State of North Carolina I Envinonmentat Quality I Energy; Mineral and Land Resources
Wilmington Regional Office j 127 Cardinal.Drive Extension ! Wilmington, NC 28405
t 610-Ir-r9

State Stormwater Permit No. SW8 140211
Page 2 of 2
Failure to provide the requested information, or to respond to this letter with a plan of action, including a
timeline to resolve the identified deficiencies, by November 3, 2016, are considered violations of the
permit. If the requested information is not submitted to this office by the due date, then DEMLR staff
will re -inspect the site and may issue a Notice of Violation. Please also note that any individual or entity
found to be in noncompliance with the provisions of a stormwater management permit or the stormwater
rules is subject to enforcement action as set forth in NCGS 143 Article 21.
If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-
796-7215 or via email at linda.lewis-a.ncdenr.>?ov.
Sincerely,
Zt�
Linda Lewis, E.I.
Environmental Engineer III
Eric: 9/22/2016 Compliance Inspection Report
GDS\arl: \\\Stormwater\Permits & Prej ects\2014\1 40211 HD\2016 10 CEI_deficient 140211
cc: Tim Clinkscales, P.E., Paramounte Engineering
Patrick Lennon, VP, Helms Port Master Association, Inc. (60 Gregory Road, Suite 1, Belville, 28451)
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater Permit File
State of North Carolina I Environmental Quality 1 Energy, Mineral and Land Resources
WllmingtonRegional Office f t27 Cardinal.Drive Extension I Wilmington, NC 28405
910 796 7215

Compliance Inspection Report
Permit: SW8140211 Effective:03/06/14 Expiration: 03/06/22
Project: Helms Port formerly Emmarts Landing
Owner: Sel Property Investors LLC
County: Now Hanover Adress: 100 Aqua Vista Dr
Region: Wilmington
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
Drain Areas: 1 -
2-
A-
B-
C-
D-
E-
F-
G-
H-
On-Site Representative(s):
Related Permits:
Inspection Date: 09/22/2016
Primary Inspector:. Alida R Lewis#zk---- Secondary Inspector(s):
City/State/Zip: Wilmington NC 28409
State Stormwater - HD - Detention Pond
Entry Time: 02:25PM
Reason for Inspection: Other
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 03:15PM
Phone: [phone]
Inspection Type: Transfer Renewal
page: 1

Permit: SW8140211 Owner - Project: Sal Property Investors LLC
Inspection Date: 0912212016 Inspection Type Transfer Renewal Reason for Visit: Other
Inspection Summary:
The project was inspected in preparation to transfer the permit to the Helms Port Master Association, Inc.
Overall, the project appears to be well -maintained. The following compliance issues will need to be addressed prior to
transferring the permit:
1. Submit a copy of the recorded deed restrictions as required per Schedule of Compliance Condition 11.14 of the permit.
2. Address the fact that the lot numbers listed in Exhibit C of the recorded document do not match up with the lot
numbers on the approved plans.
3. Provide revised infiltration trench supplements and plan details to reflect the one foot higher as -built constuction for
Trenches A-G. If the size of the trench was affected by the elevation change, then in addition to the new supplements
and plan details, revised calculations must also be provided.
4. Please provide the permit required vegetated filter strip and level spreader for the overflow from Infiltration Basin H.
5. Provide a copy of the recorded plats to assure the Division that the stormwater runoff collection system and each
permitted BMP is located within a recorded drainage easement, a common area, or a public right-of-way.
6. Address the statements in the recorded deed restrictions that appear to contradict the permit requirements.
The following documents are needed to make up a complete transfer application package under SL 2011-256:
1. Verification that no lot has exceeded the maximum permitted BUA limit. The lot numbering discrepany will need to be
resolved first. This requires supporting documentation in the form of tax records, as -built surreys, etc.
2. Verification that more than 50% of the lots have been sold to individuals (not builders). At the time of the inspection,
the New Hanover County tax records only had information for 3 of the streets. Some of the street names do not show up
on Google, and the plans only list the streets by letter.
3. Print out and submit the NCSOS creation filing for the non-profit Helms Port Master Association and be sure to file the
appropriate form to update the contact person to Mr. Patrick Lennon.
page: 2

Permit: SW8140211 Owner - Project: Sal Property Investors LLC
Inspection Date: 09/221201 B Inspection Type Transfer Renewal Reason for Visit: Other
File Review Yes No NA NE
Is the permit active? 0❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? N ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment: 1. The permittee has not submitted a copy of the recorded deed restrictions.
2. Exhibit C of the recorded deed restrictions downloaded by the Division contains lot numbers that do
not match up with the approved plans or the permit. The recorded document can be amended or new
Plans with the recorded lot numbers will need to be provided.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 0 Ell]
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑
Comment:
SW Measures Yes No NA NE
-Are the SW measures constructed as per the approved plans? ❑
Are the inlets located per the approved plans? 0❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑
Comment: 3. The Designer Certification indicates that Infiltration Trenches A-G were constructed 1' above the
design bottom elevation. Revised supplement formsand plan details will be needed if the entire trench
was built 1 foot higher. If only the bottom is now at 4.5 instead of 3.5. and all else remains as permitted
then revised calculations, new supplements and a permit modification are needed
4. The required 50' vegetated filter strip and level spreader for Basin H has not been provided
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? E ❑ ❑ ❑
Are the SW BMP inspection and maintenance records rx)mplete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment: 5. The Division will need to conduct a followup inspection after 5 consecutive days without rain to
determine if the infiltration basins are drawing down within the required 5 day timeframe
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ 0 ❑ ❑
page: 3

Permit: SWO140211 Owner - Project: Sal Property Investors LLC
Inspection Date: 09/22/2016 Inspection Type Transfer Renewal Reason for Visit: Other
Comment: 6 There are several paragraphs in the recorded deed restrictions that appear to contradict the
requirements of the permit Article 15.3 which allows the Declarant MOM to unilaterally amend the
stormwater covenants which contradicts Article 11.6(c)..
7 Article 11.6 M allows the declarant (HOA) the right to reallocate any unused BUA for any lot and
give it to any other property within Helms Port by modifying the permit. As part of any permit
modification to reallocate BUA the Division requires that the affected lot owners sign off on any
amendment that will change their permitted BUA limit.
8 Please submit copies of the recorded plats as confirmation that the stormwater runoff collection
structures and BMP's are located in recorded drainage easements, common areas or public
rights -of -way.
page: 4

PARAMOUNTE
E"
G 1 N Ea
RI
N G, 1 N C.
1 2 2 C I NEM A D RIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDENR-Land Quality Section
Date
1 11.03.16
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Helms Port
SW8 140211
Linda Lewis, El
Project No.
I 13146YE
e are sendin
® Originals
® Prints
❑ Shop Drawings
® Calculations
❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
1
Response Letter
1
Recorded Deed Restrictions
1
Revised Infiltration Trench Supplemental Forms
1
Recorded Plats
1
HOA Creation
1
Helms Port Declaration and Amendments/supplements
1
Plat showing sales to individuals
ssue Status: ❑ For Approval ® As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken• ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Cc:
Signed:
Daniel J. Fisk, PE
RECEIVE
D

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RECOMBINATION PLAT
HELMS PORT SUBDIVISION -PHASE I
LOT 19
MASONBORO TOWNSHIP
NEW HANOVER COUNTY
NORTH CAROLINA
°e
SEL PROPERTY INVESTORS, L I C
60 GREGORYROAD, SUYM 1
BELVIISI3, NC 28451
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Lewis,Linda
From:
Lewis,Linda
Sent:
Thursday, September 15, 2016 8:43 AM
To:
'Tim Clinkscales'
Subject:
RE: Helms Port
Thanks Tim. It's one of those things that will just take some time to clear up. I've got an 11 am express review
meeting on the 22nd, so I will tentatively set this inspection for 2:30 that afternoon (the 22nd). I'll meet you at
the site.
As I was perusing the County tax records, I was only able to find where 77 of the 149 lots are owned. Only 3 of
the proposed streets are listed in the tax record, so I have to assume that no lots have been conveyed on
those streets. Have there been some recent conveyances that have not made it onto the tax rolls yet? Under
the session law, you need to provide verification that more than 50% of the lots are conveyed, which means at
least 80 lots need to be conveyed to individuals other than builders.
Thanks, and I'll see you on the 22nd at 2:30 at the Amenity Center parking lot, assuming that it has been built.
If not, I'll meet you at the traffic circle by Pond #1.
Linda
-----Original Message -----
From: Tim Clinkscales [mailto:[e-mail])
Sent: Wednesday, September 14, 2016 9:22 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Helms Port
Certainly hope you getting to feeling better and would like to be present. I am not available on the 21st.
thanks again and have a good night
Tim
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
-----Original Message-----

From: Lewis,Linda [mailto:[e-mail]]
Sent: Wednesday, September 14, 2016 12:31 PM
To: Tim Clinkscales <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Helms Port
Tim
I am a bit under the weather this week. I'll see if I can inspect the project on a nice sunny day next week. If I
am unable to inspect the project next week, I will make arrangements with one the Sediment Program staff to
inspect. Do you want to be present at the inspection?
I received the signed transfer request on August 15, 2016, but the following documents are still needed to
process the transfer request:
1. A copy of the recorded deed restrictions;
2. Verification that no lot has exceeded its maximum BUA limit;
3. Verification that more than 50% of the lots are sold to individuals (not builders);
4. NCSOS creation filing for the proposed non-profit permittee, Helms Port Master Association, Inc.
5 Copies of the recorded plats listed in the Common Area Conveyance recorded in DB 5987 at PG1533 to
check that the number of platted lots matches the permit and that all the required drainage easements,
common areas and rights -of -way match up with the approved plans.
Please submit this information'by October 14, 2016, to continue with the review of the transfer request.
Linda
-----Original Message -----
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Tuesday, September 13, 2016 4:24 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Helms Port
Linda
Just wanted to check on the status of the field visit for Helms Port
Thanks
Tim
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403

OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
-----Original Message -----
From: Tim Clinkscales
Sent: Monday, August 15, 2016 3:33 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: Re: Helms Port
Linda
The certification should be in the office today. Thanks
Sent from my Whone
> On Aug 15, 2016, at 3:28 PM, "Lewis,Linda" <[e-mail]> wrote:
> Good afternoon Tim.
> The normal procedure for transfers is for the permittee to go through the project (with your assistance) and
identify and correct any noncompliance issues first. The idea is that when you submit for transfer, the project
is supposed to already be in compliance. Then, you submit the correct Name/Ownership Change form with all
the required documentation, and we will put the project on the schedule to inspect for transfer and send you
an inspection report if we identify any other deficiencies. Once those deficiencies have been addressed, we
will be able to transfer the permit. Unfortunately, I've got about eight other transfer inspections to get
through before I will be able to schedule this one.
> For Helms Port, SW8 140211, the database indicates that the permittee has not submitted a copy of the
recorded deed restrictions nor have we received the Designer's Certifications for the ponds and infiltration
systems. Please include those documents as part of your transfer application package after you have
conducted your own inspection and addressed any compliance issues.
>
> Thanks,
> Linda
> -----Original Message-----
• From: Tim Clinkscales [mailto:[e-mail]]
> Sent: Friday, August 12, 2016 10:44 AM
> To: Lewis,Linda <[e-mail]>
> Subject: Helms Port
> Linda

C J We'would like to set up a site meeting to turn over the ponds to the hoa. I will be dropping by the permit
transfer paperwork today but want to get the site visit on the schedule as soon as possible. Let me know
anything else you may need to get this on the schedule
> Thanks
> Sent from. my iPhone

Lewis,Linda
From:
Lewis,Linda
Sent:
Wednesday, September 14, 2016 12:31 PM
To:
'Tim Clinkscales'
Cc:
Scott, Georgette
Subject:
RE: Helms Port
Tim
I am a bit under the weather this week. I'll see if I can inspect the project on a nice sunny day next week. If I
am unable to inspect the project next week, I will make arrangements with one the Sediment Program staff to
inspect. Do you want to be present at the inspection?
I received the signed transfer request on August 15, 2016, but the following documents are still needed to
process the transfer request:
1. A copy of the recorded deed restrictions;
2. Verification that no lot has exceeded its maximum BUA limit;
3. Verification that more than 50% of the lots are sold to individuals (not builders);
4. NCSOS creation filing for the proposed non-profit permittee, Helms Port Master Association, Inc.
5 Copies of the recorded plats listed in the Common Area Conveyance recorded in DB 5987 at PG1533 to
check that the number of platted lots matches the permit and that all the required drainage easements,
common areas and rights -of -way match up with the approved plans.
Please submit this information by October 14, 2016, to continue with the review of the transfer request.
Linda
-----Original Message -----
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Tuesday, September 13, 2016 4:24 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Helms Port
Linda
Just wanted to check on the status of the field visit for Helms Port
Thanks
Tim
Tim Clinkscales PE, PLS

PARAMOUNTE ENGINEERING, INC
`122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
-----Original Message -----
From: Tim Clinkscales
Sent: Monday, August 15, 2016 3:33 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: Re: Helms Port
Linda
The certification should be in the office today. Thanks
Sent from my iPhone
> On Aug 15, 2016, at 3:28 PM, "Lewis,Linda" <[e-mail]> wrote:
> Good afternoon Tim.
> The normal procedure for transfers is for the permittee to go through the project (with your assistance) and
identify and correct any noncompliance issues first. The idea is that when you submit for transfer, the project
is supposed to already be in compliance. Then, you submit the correct Name/Ownership Change form with all
the required documentation, and we will put the project on the schedule to inspect for transfer and send you
an inspection report if we identify any other deficiencies. Once those deficiencies have been addressed, we
will be able to transfer the permit. Unfortunately, I've got about eight other transfer inspections to get
through before I will be able to schedule this one.
> For Helms Port, SW8 140211, the database indicates that the permittee has not submitted a copy of the
recorded deed restrictions nor have we received the Designer's Certifications for the ponds and infiltration
systems. Please include those documents as part of your transfer application package after you have
conducted your own inspection and addressed any compliance issues.
> Thanks,
> Linda
> -----Original Message -----
> From: Tim Clinkscales [mailto:[e-mail]]
> Sent: Friday, August 12, 2016 10:44 AM
> To: Lewis,Linda <[e-mail]>
> Subject: Helms Port
> Linda

`> We would like to set up a site meeting to turn over the ponds to the hoa. I will be dropping by the permit
transfer paperwork today but want to get the site visit on the schedule as soon as possible. Let me know
anything else you may need to get this on the schedule
> Thanks
> Sent from my iPhone

C"Mpleteness Review Checklist
Project Name: .H � (yytn 1I b r+ Received Date:
Project Location: Accepted Date:
Rule(s) . �2008 Coastal ®1995 Coastal ®Phase II (WiRO.) Li Universal 1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR):PE Cert.on File?
Density: HD or ' LD Type: Commercial or Residential NCG:
%: n(% OK?) I Stream Class: I ISA Map I I JOffsite to SW8
Subdivided?: Subdivision or Single Lot 11 JORW Map I N JExem
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP) BMP Type(s):
�0&M with correct/original signatures (1 original per BMP except LS/VFS and swaies)
plication with correct/original signatures eed Pr
�Cotp or LLC: Sig. Auth. per SoS or letterEZI�Address: Design Engineer
�$505 (within 6mo) ®Email Address: Owner
Soils Report with SHWT Note to Reviewer:
Calculations (signed/sealed)
El No obvious errors
Density includes common areas, etc 1C*
El Deed Restrictions, if subdivided: _ rejfh G 1j r,s 2
Signed & Notarized
IJCorrectTemplate (Comm/Res & HD/LD) or Dec. Covenants & Rest.
Plans
E12 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map ®Layout (proposed BUA dimensions)
Legend ®DA Maps El Project Boundaries
Infiltration
Wet Bond
Offs1te
71 Soils Report
®Soils Report
PE Cert for Master . Lot #:
SHWT:
SHWT:
®Deed Rest for Master Lot #Matches Master
DBottom: PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional information:
Permitted Proposed:. Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (fit)
SA (sf)

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, August 24, 2016 4:29 PM
To: tclinkscales
Subject: Helms Port; Stormwater Permit SW8140211
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Ownership Transfer documentation on August 15, 2016. The project has been
assigned to Linda Lewis and you will be notified if additional information is needed.
The submittal did not reflect an email address for the applicant, so we ask you notify them of the status.
Jo Casmer
Administrative Assistant for DEMI-RlStomrwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
%o. casmer D-ncdenr.00v
127 Cardinal Drive Extension
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

PARAIVIOUNTE
E N G 1 " E E F� 1 N Q, 1 N C
1 2 2 C I N E M A DRIVE
WILMIN G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R n F T R A N4; M T T T A T.
To:
NCDENR-Land Quality Section
Date
8/14/16
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Helms Port
Certification Package/Permit Transfer
Linda Lewis
PraectNo. I
13146.PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
be toriowin items:
Quantity
Date
Dwg. No.
Descnption
1
SW Certification
1
Original and Copy of Ownership Change Form
1
Deed Restrictions
CFIV
TBY
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken; ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected -See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc
Enclosed is the final certification for Helms Port — SW8 140211 1
Signed:
TirffClinkaWales, P.E.,PLS
RECEIVED
AUG 15 2m

Book 5987 Page 1533
BK: RB 5987
PG: 1533-1543
RECORDED:
2018022848 NC FEE $26.00
07-22-2016
NEW HANOVER COUNTY, NC
10:13:30 AM
TAMMY THEUSCH BEASLEY
BY: ANDREA CRESWELL REGISTER OF DEEDS
ASSISTANT
Prepared by and Returned to: �Dwea /1) a Rd 760a -
Jeffrey P. Keeter Ra760-zio3 - 4.0 -60 41=46
Block, Crouch, Keeter, Behm '& Sayed, LLP *76X-,R6,3-/Jt1•qV • �Qro %GA9 -dd3-/Gy-�Dj
P.O. Box 4, Wilmington, NC 28402 /* 7606 -00 3 - /876,04j A1!7GM -Ag3 - A8d' -OW
WITHOUT TITLE EXAMINATION -03-01-11f-Dad};
STATE OF NORTH CAROLINA
NO REVENUE STAMPS NON -WARRANTY DEED
COUNTY OF NEW HANOVER AND ASSIGNMENT
THIS DEED, made this 2-0 day of J k i q , 2016, by. and between, SEL
PROPERTY INVESTORS, LLC, a North Carolina lim*d liability company, whose address is 60
Gregory Road, Belville, NC, 28451, GRANTOR, and HELMS PORT MASTER ASSOCIATION,
INC., a North Carolina Non -Profit Corporation, whose address is 60 Gregory Road, Belville, NC, 28451,
GRANTEE;
WITNESSETH:
THAT the said GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10.00) and
other valuable considerations to it in hand paid by GRANTEE, the receipt of which is hereby acknowledged,
has granted, bargained, sold, and conveyed, and by these presents does hereby grant, bargain, sell, and convey
and assign unto the said GRANTEE, its successors and assigns, the duties, obligations, and rights and
privileges of the following described property, improvements, permits and systems, and easements, lying and
being in the County of New Hanover, and State ofNorth Carolina, and more particularly described as follows:
See attached Exhibit "A" reference to which is made far a more complete description.
GRANTOR, reserves to itself and its successors and assigns, the right of use, relocation, modification,
alteration, removal, and termination of any of the properties, easements, rights, privileges, and permits
conveyed herein, until GRANTOR, has conveyed all platted lots in Helms Port Subdivision, as depicted on
the maps recorded in Map Book 60, at Pages 172-174, 227, 263, 297, 337, 363, 365, 381-382, 388 and
390 of the New Hanover County Registry, and in Map Book 61 at Page 297 of the New Hanover County
Registry.
Returned TO E C E IVE
Bl0dc,Crouch,K"ter58ehm "S"d AUG 15 2016
BY;

Book 5987 Page 1534
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to be signed in its
name by its President and its seal affixed, ali on the day and year first above written.
SEL PROPERTY INVESTORS, LLC
BY:
D I. LOGAN, Manager
I1 ; , 02r1l,1t I
:.�
DAN EL E. SMl TH, Manager
ASSOCIATION, INC.
BY:
Patrick Lennon, Vice President

Book 5987 Page 1535
State of North Carolina
County of Nt W a tuy-e
I, 0�551 t a� 2. VAm ✓'OL aS , a No Public of Nl w Ao a wy County, North
Carolina do certify that on this 2 6 day of 2016, before me personally
appeared Manager of SEL Property Investors,
a North Carolina Limited flability Company
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of
personally known to me,
who is
to be the person(s) whose name(s) islare signed on the preceding or attached record, and
acknowledged to me that he/she/they signed it voluntarily for its stated purpose.
JESSICA Z. VAMVAKIAS o Public
(Seal) NOTARY PUBLIC
New Hanover County
North Carolina
My Co p Expires v
State of North Carolina
County of VN Nfft
I, AMON T1� MVOU43 , a No Public of a County, North
Carolina do certify that on this day of 2016, before me personally
appeared DA VE .. E. SkMi , Manager of SEL Property Investors,
a Nor Carolina Limited Liability Company
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of
personally known to me,
Fri To
to be the person(s) whose name(s) is/are signed on the preceding or attached record, and
acknowledged to me that he/she/they signed it voluntarily for its stated purpose..
Andrew J
New
A otary Public
(
My Commission expires: $ �1�

Book 5987 Page 1536
State of North Carolina %, County of e W Yd A dY`t ✓
I, T r_ • , a Notary Public of County,
V� 551 C al Z..VGt �1A �CLK� �,S' /VtW � ASIl✓Coun North
Carolina do certify that on this Z O day of 2016, before me personally
appeared f & V 4 c1 45, E M nadiA J , jj. Manager of SEL Property Investors,
a North Carolina Limited Liability Company
_ personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of
personally known to me,
who is
to be the person(s) whose name(s) is/are signed on the preceding or attached record, and
acknowledged to me that he/she/they signed it voluntarily for its stated purpose.
Z, A11AVn�1K
�NsM( TARP' UOL19 i {, " T, No Public
(S Car�ti' .
State of North Carolina
County of MW 14dA &---
I,�J 2 • Va m ✓& LA 3 , a Notary Public of )Vd M/ 9,011 VKeCounty, North
Carglina do certi. ythat on this 2. Z— day of J LA A , 2016 before me personally appeared
1_
President of the HELMS PORT MASTER ASSOCIATION, INC, a North Carolina corporation
_ personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of
personally known to me,
who is
to be the person(s) whose name(s) is/are signed on the preceding or attached record, and
acknowledged to me that he/she/they signed ' luntarily for its stated p se. ,
JESSICA Z. VAMVAKIAS Public
(Seal) NOTARY PUBLIC
New Hanover County
North Carolina
My COM jjft8BMfteEXP1r98 d' /�

Book 5987 Page 1537
FW. 4_. I I - .13 - Veil
Being all of those parcels, tracts, strips, slivers, berms, ponds, pond bottoms, shorelines,
streets, common areas, easements and permits (and applicable rights and obligations thereunder), and
improvements, including but not limited to, the roads, sidewalks, Entry Wall and Gate, Clubhouse,
Pool, boardwalk surrounding the Marina, and Pump Station, all as shown on one or more of the
following Plats:
A. Helms Port Subdivision —Phase I, as recorded in Map Book 60, Page 172, in the New Hanover
County Registry, and being more specifically referred to as:
Common Area #2: Common Area, Passive Open Space, and Stormwater Management Pond
(including 10' Maintenance Easement around pond)
Common Area #3: Common Area. and Stormwater Management Pond (including 10'
Maintenance Easement around pond)
Common Area 44: Common Area
Common Area #5: Common Area (including Utility Easement)
Common Area #6: Passive Open Space
Common Area #7: Common Area
TUtility Easement
25' Entry and Landscape Easement
20' Drainage Easements
20' Landscape Buffer
15' Drainage Easements
10' Landscape Easements
10' Utility Easements
10' Drainage Easement
5' Drainage Easement along each property line
12' x 32' Wall Easement
Helms Port Avenue: Private right-of-way
Leisure Circle: Private right-of-way
Saltwater Run: Private right-of-way
Watchtower Row: Private right-of-way
Dockside Drive: Private right-of-way
Reef Landing Way: Private right-of-way
Channel Walk Lane: Private right-of-way
B. Helms Port Subdivision Phase I, as recorded in Map Book 60, Page 173, in the New Hanover
County Registry, and being more specifically referred to as:
Common Area #1: Passive Open Space
Common Area #2: Passive Open Space (includes portion of Stormwater Management
Pond —not labeled)
Common Area #8: Active Open Space; Amenity Area
5' Utility Easement

Book 5987 Page 1538
5' Drainage Easement along each property line
15' Drainage Easement
Dockside Drive: Private right-of-way
Helms Port Avenue: Private right-of-way
Harbor Breeze Drive: Private right-of-way
Reef Landing Way: Private right-of-way
Marina Landing Point: Private right-of-way
C. Helms Port Subdivision Phase I. as recorded in Map Book 60, Page 174, in the New Hanover
County Registry, and being more specifically referred to as:
Common Area #7: Common Area
Passive Open Space Common Area
30' Utility Easement
20' Drainage Easement
10' Drainage Easement
5' Utility Easement
5' DrainageEasement along each property line
Channel Walk Lane: Private right-of-way
Dockside Drive: Private right-of-way
D. Helms Port Subdivision Phase L Recombination Plat, Lots 17 & 18: as recorded in Map Book
60, Page 227, in the New Hanover County Registry, and being more specifically referred to as:
5' Utility Easement
5' Drainage Easement along each property line
Harbor Breeze Drive: Private right-of-way
Dockside Drive: Private right-of-way
E. Helms Port Subdivision —Phase L Recombination Plat, Lots 27 & 29, as recorded in Map Book
60, Page 263, of the New Hanover County Registry, and being more specifically referred to as:
15' Drainage Easement
5' Drainage Easement along each property line
Helms Port Avenue: Private right-of-way
Harbor Breeze Drive: Private right-of-way
Dockside Drive: Private right-of-way
F. Helms Port Subdivision M60 PG 1M Recombination Plat, Lots 33-37, 60-62, 65-71, 73-75,
77-85, as recorded in Map Book 60, Page 363, of the New Hanover County Registry, and being more
specifically referred to as:
Common Area #7: Common Area (and drainage easement)
5' Drainage Easement along each property line

Book 5987 Page 1539
G. Helms Port Subdivision ---Phase I. Recombination Plat, Lot 19, as recorded in Map Book 61,
Page 297, of the New Hanover County Registry, and being more specifically referred to as:
5' Utility Easement
5' Drainage Easement along each property line
Harbor Breeze Drive: Private right-of-way
Dockside Drive: Private right-of-way
H. Helms Port Subdivision Phase I, Revised Utility Easement, Lot 107 & Common Area. #5, as
recorded in Map Book 60, Page 365, in the New Hanover County Registry, and being more
specifically referred to as:
Common Area #5: Common Area and drainage easement
Proposed Utility Easement
Helms Port Avenue: Private right -of --way
Leisure Circle: Private right-of-way
25' Entry and Landscape Easement
5' Drainage Easement along each property line
Entry Wall (Gate shown but not labeled)
Berm
I. Helms Port Subdivision —Phase 2, as recorded in Map Book 60, Page 297, in the New Hanover
County Registry, and being more specifically referred to as:
Common Area # 1: Passive Open Space
Common Area #2: Passive Open Space
Common Area #3: Active Open Space
Common Area #4: Passive Open Space (includes infiltration basin)
Common Easement for Community Use: Active Open Space.
Pump Station: Open Space
35' Access and Utility Easement
30' Repair and Maintenance Access Easement
15' Pedestrian Access Easement
15' Drainage Easements
10' Utility Easements
6' Pedestrian and Utility Easements
5' Drainage Easement along each property line
Infiltration Basin
Drainage Easement
Dockside Drive: Private right-of-way
Nautical Isle Court: Private right-of-way
L Helms Port Subdivision —Phase II:. Recombination Plat, Lot 1 & Common Area #3 : as recorded
in Map Book 60, Page 337, in the New Hanover County Registry, and being more specifically
referred to as:

Book 5987 Page 1540
Common Area #3: Active Open Space
Common Fasement for Community Use: Active Open Space
15' Pedestrian Access Easement
Marina Repair & Maintenance Easement
Pedestrian and Utility Easement
20' Drainage Easement
Nautical Isle Court: Private right-of-way
5' Drainage Easement along each property line
K. Helms Port Subdivision —Phase II: Recombination Plat, Lots 23 & 24: as
recorded in Map Book 60, Page 388, in the New Hanover County Registry, and being
more specifically referred to as:
10' Utility Easement
5' Drainage Easement along each property line
Dockside Drive: Private right-of-way
Nautical Isle Court: Private right-of-way
L. Helms Port Subdivisions --Phase II: Recombination Plat, Lot 10 & Common Area #3: as recorded
in Map Book 60, Page 390, in the New Hanover County Registry, and being more specifically
referred to as:
Common Area #3: Common Area
Nautical Isle Court: Private right-of-way
15' Pedestrian Access Easement
10' Utility Easement
5' Drainage Easement along each property line
H. Helms Port Yacht Club, Inc.: Phase 3: as recorded in Map Book 60, Page 381 in the New
Hanover County Registry, and being more specifically referred to as:
6' Pedestrian and Utility Easement A
Pedestrian and Utility Easement B
30' Repair and Maintenance Access Easement C
8' Pedestrian & Utility Easement A
15' Pedestrian Access Easement
I. Helms Port Yacht Club, Inc.: Phase 3: as recorded in Map Book 60, Page 382 in the New
Hanover County Registry, and being more specifically referred to as:
30' Repair and Maintenance Access Easement C
8' Pedestrian & Utility Easement A
15' Pedestrian Access Easement

Book 5987 Page 1541
J. Assignment of Easement Rights and Responsibilities: TOGETHER WITH AND SUBJECT TO
all rights and obligations of the Grantor in and to the following recorded Easements, Rights -of -Way,
Agreements ;md Resolutions:
1. Rights of Way to Carolina Power and Light Company recorded in Book 1081, Page
574; Book 1137, Page 1185; Book 1511, Page 1285; Book 672, Page 560; and Book 1087, Page
168, New Hanover County Registry.
2. Easement to Duke Energy Progress, Inc. recorded in Book 5805 at Page 1603 of the
New Hanover County Registry.
3. Road Maintenance Agreement recorded in Book 4783, Page 432, New Hanover
County Registry.
4. Easement to Maurice S. Emmart, Jr. and wife, Patricia G. Emmart and Maurice S.
Emmart, Jr. as Trustee of the Lucile W. Emmart Revocable Living Trust and Aqua Vista Farms,
LLC recorded in Book 5879, Page 908, New Hanover County Registry.
5. Access and Maintenance Agreement recorded in Book 5768, Page 2979, New
Hanover County Registry.
6. Stormwater Discharge Easement Agreement recorded in Book 5769, Page 1, New
Hanover County Registry.
7. General Utility Easements recorded in (i) Book 5769, Page 13; (ii) Book 5805, Page
2507, New Hanover County Registry.
8. Conveyance and Easements to Cape Fear Public Utility Authority recorded in Book
5897 at Page 2683; Book 5907 at Page 646; and in Book 5926 at Page 1953, New Hanover County
Registry.
9. Application for Variance and Release and Approval of Encroachment recorded in
Book 5910 at Page 1706; and in Book 5910 at Page 1711, New Hanover County Registry.
10. Deed of Easement recorded in Book 5805, Page 2499 and Amended Deed of
Easement recorded in Book 5831, Page 143, New Hanover County Registry.
K. Assignment of Permit Rights and Responsibilities: By executing this document the
GRANTEE agrees to and shall acquire all rights and be subject to all obligations of the Grantor in
and to the following Permits and all modifications or amendments thereto, including, but not limited
to, those as described in (i) the Master Declaration of Protective Covenants for Helms Port, as
recorded in Book 5879, Page 850; and (ii) the Amendment to the Master Declaration of Protective
Covenants for Helms Port, as recorded in Book 5908, Page 671; and (iii) the Supplemental
Declaration to the Master Declaration of Protective Covenants for Helms Port, as recorded in Book

Book 5987 Page 1542
5904, Page 2353; and (iv) the Second Amendment to Master Declaration of Protective Covenants
for Helms Port, as recorded in Book 5926, Page 1121, of the New Hanover County Registry:
1. Special Use Permit #5-615, 1/14, issued by New Hanover County;
2. Encroachment # E-065-14-146;
3. Permit No. WQ0037170, issued by NCDENR for construction, maintenance, and
operation of a Private Pump Station and Sewer Wastewater Collection System, as modified
11/13/15;
4. . Stormwater Management Permit No. SW8 140211, issued by the North Carolina.
Division of Water Quality (NCDWQ) under NCAC2H.1000;
5. NCDOT Permit D-065-14-010;
6. CAMA Minor Development Permit No. 14-15;
10

Book 5987 Page 1543
TAMMY THEUSCH BEASLEY New Hanover County
Register of Deeds Register of Deeds
320 CHESTNUT ST SUITE 102 • WILMINGTON, NORTH CAROLINA 28401
Telephone [phone] • Fax [phone]
State of North Carolina, County of NEW HANOVER
Filed For Registration: 07/22/2016 10:13:30 AM
Book: RB 5987 Page: 1533-1543
11 PGS $26.00
Real Property $26.00
Recorder: ANDREA CRESWEI,L
Document No: 2016022848
Go��i Y.N
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DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.

Casmer, Jo
From: Scott, Georgette
Sent: Wednesday, July 06, 2016 2:39 PM
To: Casmer, Jo
Subject: RE: Partial SW Certification for Helms Port
I put a copy of cert in the hard file already. So just needs BIMS and G drive.
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georaette.g"ft ncdenr.a
127 Cardinal Drive Ext.
Wilmington, NC 28405
'::5>^No"tMl' g Coimpams--A-A-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may �,,e disclosed to third panties.
From: Scott, Georgette
Sent: Wednesday, July 06, 2016 2:28 PM
To: Casmer, Jo ([e-mail]) <[e-mail]>
Subject. FW: Partial SW Certification for Helms Port
Jo,
I have already answered him about inspections (me or Dan) and who to send the PE Certs to (you or me). This is only a
Partial PE Cert. Can you put in BIMS, the G drive and the file? Thank you!!
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georaette.ScottAncdennnov
127 Cardinal Drive Ext.
Wilmington, NC 28405
'—�othtng Ctit'E3pc'Xt es-O% -
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Tim Clinkscales[mailto:[e-mail]
Sent: Wednesday, July 06, 20161:13 PM
To: Scott, Georgette <[e-mail]>
Subject: Partial SW Certification for Helms Port
Georgette hope you are doing well. 1 am requesting a partial certification for Helms Part, with Chris In Fayetteville not
sure whom to get for the inspection and the like
Thanks for your time and have a good day
Tim
Tim Clinkscales PE, PLS
R . OUNT.
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www. paramou nte-ena.com

Scott, Georgette
From:
Scott, Georgette
Sent:
Wednesday, July 06, 2016 2:24 PM
To:
'Tim Clinkscales'
Subject:
RE: Partial SW Certification for Helms Port
Just a note about transfers:
For subdivisions that are not under foreclosure or the like:
If you want to transfer than all the stormwater controls must be constructed, stable and in operation. 5010 or more of
the lots must be owned by other than the declarant, if there are any common areas they must be deeded and in the
name of the HOA and finally it must be in compliance.
Make sure these things are in place before your client requests a transfer. Once they are complete and your client is
ready to send us the transfer application you can call us for an inspection OR you can send in the transfer application
and we will inspect during our technical review of the application.
Do you still want an inspection at this point (because this is a partial PE cert) or do you want to wait till the other items
are complete?
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette. Scotty ncden r. yov
127 Cardinal Drive Ext.
Wilmington, NC 28405
' 'Nothing 'Compa res. �.._.,...
i~ maif �:, dress is sobieci to (lie
Nor!h C"aroiiiia Pob1 _w .. - !r ay be is i afesc,�tf is third parries,
From: T irn Ciinkscaies [maiito:[e-mail])
Sent: Wednesday, July 06, 2016 2:14 PM
To: Scott, Georgette <[e-mail]>
Subject: Re: Partial SW Certification for Helms Port
We would like to turn over to hoa a soon as we can. You let us know forgetting an inspection. Thanks for your
response.
Have a good day.
Sent from my iPhone
On Jul 6, 2016, at 2:11 PM, "Scott, Georgette" <georeette.scott [e-mail]> wrote:

Scott, Georgette
Subject: FW: Partial SW Certification for Helms Port
From: Scott, Georgette
Sent: Wednesday; July 06; 2016 2.11 PM
To: 'Tim Clinkscales' <[e-mail]>
Subject: RE: Partial SW Certification for Helms Port
You can send certifications to Jo Casmer ( our admin) or me. If you are requesting an inspection of the site you can send
that request to me or Dan Sams. We now have a few more inspectors that do both erosion control and state
stormwater (and other types of inspections). They do have assigned counties.
Are you requesting an inspection for this site? If so what is your timeline?
Georgette Scott
From: Tim Clinkscales fmailto:tclinkscalesCoDparamounte-ene coml
Sent: Wednesday, July 06, 20161:13 PM
To: Scott, Georgette <[e-mail]>
Subject: Partial SW Certification for Helms Port
Georgette hope you are doing well. I am requesting a partial certification for Helms Port, with Chris in Fayetteville not
sure whom to get for the inspection and the like
Thanks for your time and have a good day
Tim
Tim Clinkscales PE, PLS
PARA 1,0u 'r
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.r)aramounte-eng.com