SW8911202_Historical File_19920206

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William.. Cobey, Jr., Secretary Regional Manager
February 6, 1992
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Paul D. Dennis, President
Sea Trail Corporation
651 Clubhouse Road
Sunset Beach, North Carolina 28468
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 911202
Sugar Sands Phase 3 at Sea Trail
Plantation
Brunswick County
Dear Mr. Dennis:
The Wilmington Regional Office received the Stormwater
submittal for the subject project on December 3, 1991 and revised
plans on January 31, 1992. Based on our review of the project
plans and specifications which limit the built -upon area to 3,500
square feet on each of the 41 lots identified, we have determined
that the project complies with the Stormwater Regulations set
forth in Title 15A NCAC 2H. 1003(a)(2). This Certification shall
be effective from the date of issuance until rescinded and the
project shall be constructed in accordance with the plans and
specifications as filed with the Wilmington Regional Office.
Any modification of the plans submitted to this Office or
further development of this site will require an additional
Stormwater submittal/modification and approval prior to
initiation of construction. Modifications include but are not
limited to; project name changes, transfer of ownership, redesign
of built -upon surfaces, addition of built -upon surfaces, redesign
or further subdivision of project area.
-continued-
127 Cardinal Drive Extension, Wilmington, N.. 28405-3845 Y Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Stormwater Certification No. 911202
February 6, 1992
Page 2 of 2
-----------------------------------
Within thirty (30) days of the recording the required deed
restrictions with the Registrar of Deeds Office a copy of the
deed restrictions should be forwarded to the Department of
Environmental Health and Natural Resources, Water Quality
Section, 127.Cardinal Drive Extension, Wilmington North Carolina
28405. The deed restrictions provided to this Office must be
accompanied with the deed book number and page. Failure to record
and/or submit the deed restrictions is considered a violation of
the Certification.
If you have any questions concerning this matter, please
call Paul Rawls or me at [phone].
Sincerely,
S
Dave Adkins
Water Quality Regional Supervisor
PER:DSK4:911202.FEB
Attachment
cc: Alan Lewis, Houston and Associates, P.A.
Robert Tucker, P.E., Brunswick County Building Inspections
Bill Mills, DEM Stormwater
Wilmington Regional Files
Central Files

g1120Z
�DIVISION OF ENVIRONMENTAL MANAGEMENT
Submittal Form for Projects Using Density Limits for Stormwater
Control
PROJECT DATA
Name of Project: Sugar Sands Phase 3 at Sea Trail Plantation
Location (County, Township/Municipality, Address)_
Brunswick County, Shallotte Township Near Sunset Beach
Applicant Name: Sea Trail Corporation
Mailing Address: 651 Clubhouse Road
Sunset Beach, NC 28468
Phone No.: [phone]
Submittal Date: 11/27/91
.. Brief Description (include map and appropriate drawings):
Single Family Residential Subdivision and Access Roadway
To Project
Water Body Receiving Stormwater Runoff:
Name of Water Body: Calabash"Creek
Classification of Water Body: SA
Total Area of Proposed Project (acres):
23.516 AC
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major Sedimendation and Erosion Control X
404 Permit DEM/DHS Sewage Disposal X
Other (specify):
CALCULATION OF BUILT -UPON AREA
(Built -upon area means that portion of an individual development
that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, etc. but
not including decking.)
a) Built -upon area: 5.251 AC
b) Total project area: 22.516 AC
% built -upon = built -upon / total project area * 100
% built -upon area = 22.33% ,
If the water body receiving stormwater runoff is classified as
SA, is the % built -upon area < 25%7 Yes X No
If the water body receiving stormwater runoff is classified other
than SA, is the % built -upon area < 30%7 .Yes No
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
Yes X No
(Grassed -line swales should have a side slope of 3:1 (H:V) or
less.)

�If .no,..please provide .a detailed description.
BUFFER AREA
Is the built -upon area at least 30 feet from mean high water of
all surface waters? Yes X No
If no, please provide a detailed description.
(Note: Only boat ramps, public roads, public bridges and
walkways to water related facilities are allowed within 30 feet
of mean high water if the project is intended to meet stormwater
control requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that
subdivisions maintain the development consistent with the plans
and specifications approved by the division and include the State
as a beneficiary of the restrictions? Yes No
(Include a copy of the restrictions and covenants with this
form.)
CERTIFICAT10N
I, Paul D. Dennis , certify that the information
included on this submittal form is correct, that the project will
beconstructed in conformance with this information, and that to
the best of my knowledge,- the proposed"project complies with the
requriement of 15 NCAC 2H.1003 (b).
1.2—
Signdtufe-Chtmer or Agent DcAte
651 Clubhouse Road, Sunset Beach, NC 28468
Address
If agent, please list owner's name and address below:
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regiona Office
2 _ � .
D t lu Individual Evaating Forms/Plant
G % 9 Z.
a e Regional Water Quality Supervisor
CC: Applicant/Region/Mills/CF

HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHALLOWS, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Mr. Paul Rawls, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Thursday, January 30, I992
RECEIVED
.IAN 31 VP
Wilmington Regional Office
Subject: Sugar Sands Phase Three - Sea Trail Plantation
Brunswick County, North Carolina
Revised Subdivision Layout
Submittal of Revised Stormwater Plan - Density Limits Option
Dear Mr. Rawls:
On November 27, 1991, we made submittal of the subject project for
your department's review and approval. On December 13, 1991, we
transmitted copies of revised plans and additional hydraulic calculations to
you due to minor revisions we discovered that would be necessary to our
original design plans.
Since our last submittal to you on December 13, 1991, our Client has
decided to revise the subdivision layout for this project. As you recall, we
have briefly discussed this matter during a recent telephone conversation.
The revised subdivision layout affects the previous submittals to your
department as follows: (1) it will add additional lots (41 instead of the
previous 39 lots), (2) it will add an additional amount of total impervious
surface, (3) it will modify proposed drainage patterns and flow volumes and
(4) it requires a minor modification of the original project limits. It should
be noted that the total percent built -upon area for this project has been
reduced from that which was originally proposed.
In order to eliminate any confusion between our previous transmittals
and the enclosed revised submittal package, we have prepared a completely
new package. Enclosed are the following documents which have been
revised accordingly:
1. Three (3) sets of our revised design plans.
2. Three (3) sets of our revised design calculations.
3. Two (2) revised originals of the Projects Using Density
Limits for Stormwater Control form which has been
executed by the Owner.

Mr. Rawls Page Two Sugar Sands Phase 3
January 30, 1991 Sea Trail Plantation
4. Two (2) revised originals of the required restrictive
covenant and deed restriction.
5. Two (2) copies of the authorization by the Owner for
our firm to submit design plans (no revision necessary).
6. Two (2) revised originals of the statement regarding
reserved areas by Sea Trail.
We have coordinated the revision of this project with Mr. Dan Sams for
approval of the erosion control portion of this project. We trust that you
received your copy of our resubmittal letter to Mr. Sams regarding this
matter.
We trust that you will find our enclosed submittal package in order and
that this project warrants your department's approval. As always, we
appreciate your prompt attention in this matter. Should you require any
additional information, or have any comments, please do not hesitate to
contact our office at your convenience.
Sincerely,
Alan C. s, Vice -President
Houston and Associates, P.A.
Enclosures
cc: Mr. Dan Sams, P.E., NCDEHNR - Land Quality Section
Mr. Dean Walters, Sea Trail Corporation
File; 91-0426 (Sea Trail, Sugar Sands Phase 3 ECP & SW)
Y
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Note: �� Z
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed -grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a Time of concentration of small drainage basins.
T_/-...:_♦
8.03.4

Appendices
-7)
6',1Ar 2C
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Minutes Hours
Figure 8.03b Rainfall intensity duration curves —Wilmington.
2C
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0.2
0.1
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Duration
Figure 8.03c Rainfall intensity duration curves —Hatteras.
c �J Var
VL-
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8.03.5

��'i'rivUill �
Tables and Charts
I
Table 1
Runoff Coefficients for Use in Rational Formula
of Land Use
Commercial
Industrial
Apartments,
schools, churches
Residences,
duplexes
Residences,
5000-7000 sq ft lots
Residences,
1/4-acre lots
Residences,
1/2-acre lots
Park
Woodland
C
'-
(slopes flatter
(slopes steeper
than 7%)
than 7 )
0.85
-
0.60-0.85
-
0.60
0.70
0.45
0.55
0.40
.50
0.38
'4d 0.48
0.35
0.3
0.4
0.2
0.2
Table 2
Selected Values for Manning n (See also Chart 6)
Channel
n
Earth
Channels,
straight and bare
0.022
Earth
Channels,
grass lined, mown
0.030
Earth
Channels,
weeded sides
0.050
0.013
Wipe,
concrete
Pipe,
corrugated metal
0.024
Pipe,
clay
0.013
Concrete
-lined
Channels, troweled
0.013
Concrete -lined
Channels, float finish
0.015

' Values of Coefficient of Roughness (n)
For Armco Corrugated Steel Pipe (Manninz's Formula)*
Annular
Helical
I % x'/. in.'.
22/a x % in.
(11,12)
22/3 x'/2 in.
All
8 in.
10 in.
12 in.
24 in.
36 in.
48 in.
60 in. and Larger
-
Corrugations
Diameters.
Unpaved
0.024
O.U12
(1.( 14
111
V18in.
0.015
0.018
0.020
0.021
PAVED -INVERT
0.021
CUIVOWU.(li4
ll.(1i7
0.020
0.019
SMOOTH-FLO
0.012
411
0-012
0.012
0.012
0.012
HEL-COR CL
0.012
0.012
0L012
0.012
0.012
Annular
Helical
-3x 1 in.
48 in.
54 in.
60 in.
(6 in.
72 in.
78 in. and Larger
3 x 1 in.
Unpaved
0.027
0.023
0.023
0.024
0.025
0.026
0.027
PAVED -INVERT
0.023
0.020
0.020
0.021
0.022
0.022
0.023
SMOOTH-FLO
0.012
0.012
0.012
0.012
0.012
0.012
0.012
HEL-COR CL.
0.012
0.012
0.012
- 0.012
0.012
0.012
Annular
Helical -5x1 in.
54 in.
60 in.
66 in.
72 in. and Largcr
5 x 1 in.
Unpaved
0.025
0.022
0.023
0.024
0.025
PAVED -INVERT
0.022
0.019
0.020
0.021
0.022
SMOOTH-FLO
0.012
0.012
0.012
0.012
0.012
HEL-COR CL
0.012
0.012
0.012
0.012
0.012
'AISI
Tests on helically corrugated pipe
demonstrate a lower coefficient of
roughness than for annually corru-
gated steel pipe when there is a sig-
nificant amount of helix or spiral in
the pipe. For a given diameter, the
greater the angle of helix, the less the
friction factor. For a given helix, the
greater the diameter, the less friction
factor.
The values in the above table are
based on standard helical pipe man-
ufactured from a 24-inch net width
strip of steel.
10

Source: USDA-SCS
Plate 1.36c

Houston and Associates, P.A. .JOB _<EA -T�l� `c- 2 -s,40s -P"• 3
SUBJECT A :4
CONSULTING ENGINEERS SHEET NO. 11 OF '
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Houston and Associates, P.A.
CONSULTING ENGINEERS
4918 Main Street Post Office Box 2927
Shallotte, North Carolina 28459 [phone]
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CONSULTING ENGINEERS
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Shallotte, North Carolina 28459 [phone]
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flow on bare earth, and for mowed -grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a Time of concentration of small drainage basins.
"min)
200
100
50
10
l61
T5.�., � 4-,
8.03.4

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HOUSTON and ASSOCIATES, PA 101r�'
Consulting Engineers 1) E C 1 tin i
SHALLOTM, NORTH CAROLINA 28459 p ieFi'taHal Cfffic
�tmtngtQ
F+CIIA
Telephone [phone] Main Street
Facsimile [phone] Post Office Box 2927
Friday, December 13, 1991
Mr. Paul Rawls, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Sugar Sands Phase Three - Sea Trail Plantation
Brunswick County, North Carolina
Minor Revisions to Plans
Submittal of Revised Plans and Additional Calculations
Dear Mr. Rawls:
We have made several minor revisions to our plans for the subject
project. We have eliminated one of the culverts at the two project access
points and have sized the remaining culvert. We have also provided outlet
energy dissipators for each culverts as required.
During a review of our plans while we were performing the above
mentioned revisions, I discovered that the project limits as shown on our
original submittal (November 27, 1991) was incorrect in one location. The
project limits should follow between the Jones Course Number 5 Tee and the
existing roadway right-of-way instead of along the roadway right-of-way line.
The project limits has been revised to the proper location so it conforms to
the total project area earlier reported. In addition, the existing asphalt cart
path was inadvertently left off of the earlier plans (it's area, however, was
reported in the impervious area chart). We now show the location of this
existing cart path.
Enclosed are two (2) copies each of the revised plans and additional
hydrologic and hydraulic calculations that are related to our revisions. We
have add'd revision symbols, notes and revision dates to these revised plans
to clearly indicate our modifications. We have resubmitted this project to
Ms. Carol Miller of the NCDEHNR - Land Quality Division for review and
approval.

Mr. Rawls Page Two
December 13, 1991
Sugar Sands Phase 3
Sea Trail Plantation
We trust that you will find the enclosed information in order and that
this project warrants your department's approval. As always, we appreciate
your prompt attention in this matter. Should you require any additional
information, or have any comments, please do not hesitate to contact our
office at your convenience.
Sincerely,
w � r
Alan C. Lewis, Vice -President
Houston and Associates, P.A.
Enclosures
cc: Ms. Carol Miller, NCDEHNR - Land Quality Section
Mr. Dean Walters, Sea Trail Corporation
File; 91-0426 (Sea Trail, Sugar Sands Phase 3 ECP & SW)

State of North Carolina
Department of Enviror_ment, Health, and Natumal. ResourcesWilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
December 12, 1991
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Paul D. Dennis, President
Sea Trail Corporation
651 Clubhouse Road
Sunset Beach, North Carolina 28468
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 911202
Sugar Sands Phase 3 at Sea Trail
Plantation
Brunswick County
Dear Mr. Dennis:
The Wilmington Regional Office received the Stormwater
submittal for the subject project on December 3, 1991. Based on
our review of the project plans and specifications which limit
the built -upon area to 3,500 square feet on each of the 39 lots
identified, we have determined that the project complies with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1003(a)(2).
This Certification shall be effective from the date of issuance
until rescinded and the project shall be constructed in
accordance with the plans and specifications as filed with the
Wilmington Regional Office.
Any modification of the plans submitted to this Office or
further development of this site will require an additional
Stormwater submittal/modification and approval prior to
initiation of construction. Modifications include but are not
limited to; project name changes, transfer of ownership, redesign
of built -upon surfaces, addition of built -upon surfaces, redesign
or further subdivision of project area.
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Stormwater Certification No. 911202
Page 2 of 2
-----------------------------------
If you have any questions concerning this matter, please
call Mr. Paul Rawls or me at [phone].
Sincerely,
0
C3ave Adkins
Water Quality Regional Supervisor
PER:DSK4:911202.DEC
Attachment
cc: Robert Tucker P.E., Brunswick County Building Inspections
Bill Mills, DEM Stormwater
Wilmington Regional Files
Central Files

DIVISION OF ENVIRONMENTAL MANAGEMENT g//Lo2
Submittal Form for Projects Using Density Limits for Stormwater
Control
PROJECT DATA
Name of Project: Sugar Sands Phase 3 at Sea Trail Plantat�
Location (County, Township/Municipality, Address):
Brunswick County, Shallotte_Township Near Sunset Beach
Applicant Name: Sea Trail Corporation
Mailing Address: 651 Clubhouse Road
Sunset Beach, North Carolina 28468
Phone No.: [phone]
Submittal Date: 11/27/91
Brief Description (include map and appropriate drawings):
Single Family Residential Subdivision and Access Roadway
to Proiect
Water Body Receiving Stormwater Runoff:
Name of Water Body: Calabash -Creek
Classification of Water Body: SA
Total Area of Proposed Project (acres): 20.293 AC
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major Sedimendation and Erosion r_.
E uXV IIII
404 Permit DEM_/DHS Sewage Disposal U'
Other ( specify) : 3 1991
CALCULATION OF BUILT -UPON AREA D E M
(Built -upon area means that portion of an individual development
that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, etc. but
not including decking.)
a) Built -upon area: 4.746 AC
b) Total project area: 20.293 AC
% built -upon = built -upon / total project area * 100
% built -upon area = 23.39%
If the water body receiving stormwater runoff is classified as
SA, is the % built -upon area < 25%? Yes X No
If the water body receiving stormwater runoff is classified other
than SA, is the % built -upon area < 30%2 .Yes No
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
Yes X No
(Grassed -line swales should have a side slope of 3:1 (H:v) or
less.)

e If .no, please provide.a detailed description.
i
r
BUFFER AREA
Is the built -upon area at least 30 feet from mean high water of
all surface waters? Yes X No
If no, please provide a detailed description.
(Note: Only boat ramps, public roads, public bridges and
walkways to water related facilities are allowed within 30 feet
of mean high water if the project is intended to meet stormwater
control requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that
subdivisions maintain the development consistent with the plans
and specifications approved by the division and include the State
as a beneficiary of the restrictions? Yes No
(Include a copy of the restrictions and covenants with this
form.)
CERTIFICATION
I, Paul D. Dennis , certify that the information
included on this submittal form is correct, that the project will
be constructed in conformance with this information, and that to
the best of my knowledge,- the proposed :project complies with the
requriement of 15 NCAC 2H.1003 (b).
t
ign tune -Owner or Agent Date
651 Clubhouse Road, Sunset Beach, NC 28468 11'
Address C
If agent, please list owner's name and address b&RINWE C E u U II
U
DEC 3 1991
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFFD E M
Regional Office
i
Da a I=
4/09.1
Date
CC: Applicant/Region/Mills/CF
' E#aluating Forms/Plant
ater Quality Supervisor

HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHALLO=, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
4918 Main Street
Post Office Box 2927
Wednesday, November 27, I991
Mr. Daniel E. Sams, P.E., Regional Engineer p V
Land Quality Section ^
North Carolina Department of Environment, DEC 3 1991
Health, and Natural Resources
127 Cardinal Drive Extension D E M
Wilmington, North Carolina 28405 #
Subject: Sugar Sands Phase Three- Sea Trail Plantation
Brunswick County, North Carolina
Erosion Control Plan Submittal
Dear Mr. Sams:
On behalf of Sea Trail Corporation, we are pleased to submit for your
review and approval two (2) copies each of the following documents:
1. Erosion Control Plan with Detail Sheet
2. Executed "Financial Responsibility/Ownership Form"
These documents, together, represent the complete Erosion Control
Plan we have developed for the subject project. We trust that you will agree
that due to the simplistic nature of this particular project, hydrologic,
hydraulic, and other such related calculations are unnecessary. As shown on
the enclosed drawings,. the erosion control plan for this project implements
only temporary erosion control measures.
We calculate the disturbed area for this particular project to be 1.9
acres. Enclosed is a check from Sea Trail Corporation in the amount of fifty
dollars ($50.00) to cover the required application fee. The application fee
was calculated using the fee schedule previously provided us (ie_ $30.00 for
the first acre of disturbed area and $20.00 for each additional acre of
disturbed area or any part thereoO.
We trust that you will find our enclosed submittal to be in order and that
it warrants approval for the erosion control portion of this project.

Mr. Sams Page Two
November 27, 1991
Sea Trail Plantation
Sugar Sands Phase 3
As always, we appreciate your prompt attention in this matter. Should
you require any additional information, or have any comments, please do not
hesitate to contact our office at your convenience.
Sincerely,
Alan C. Lewis, Vice -President
Houston and Associates, P.A.
Enclosures p E G E 0 U L I`
U
cc: Mr. Paul Rawls, NCDEM DEC 3 1991
Mr. Dean Walters, Sea Trail Corporation
D E M
File; 91-0426 (Sea Trail, Sugar Sands Phase 3 ECP & SW?3 9//7-0 Z

HOUSTON and ASSOCIATES, PA RECEIVED
Consulting Engineers [ C 1 n o 1
SHALLOTTE, NORTH CAROLINA 28459 MIMI
lea Aegidnal Ofiioi
Telephone [phone]` gn Street
Facsimile [phone] Post Office Box 2927
Wednesday, November 27, 1991
p E�L��U I
Mr. Paul Rawls, Environmental Engineer U '
Division of Environmental Management DEC 3 1991
North Carolina Department of Environment,
Health, and Natural Resources f) E
127 Cardinal Drive Extension Z,0J # V4Le'2-
Wilmington, North Carolina 28405
Subject: Sugar Sands Phase Three - Sea Trail Plantation
Brunswick County, North Carolina
Submittal of Stormwater Plan - Density Limits Option
Dear Mr. Rawls:
We are pleased to submit for your review and approval three (3) sets of
the project plans, with supporting documentation included thereon, for the
subject project. Also enclosed, are two (2) originals of the Projects Usinss
Densitv Limits for Stormwater Control form which has been executed by the
Owner.
Enclosed are two (2) originals each of the required executed and
notarized statements relating to this project. These statements refer to (1)
the required restrictive covenant and deed restriction, (2) authorization by
the Owner for our firm to submit these plans, and, (3) statement regarding
reserved areas by Sea Trail.
We trust that you will find our submittal package in order and that this
project warrants your department's approval. As always, we appreciate your
prompt attention in this matter. Should you require any additional
information, or have any comments, please do not hesitate to contact our
office at your convenience.
Sincerely,
Alan C. Lewis, Vice -President
Houston and Associates, P.A.
Enclosures
cc: Mr. Dan Sams, P.E., NCDEHI,- R - Land Quality Section
Mr. Dean Walters, Sea Trail Corporation
File; 91-0426 (Sea Trail, Sugar Sands Phase 3 ECP & SW)

AUTHORIZATION FOR PREPARATION OF
STORMWATER PLANS AND SPECIFICATIONS
AND
SUBMITTAL TO THE NORTH CAROLINA
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT: SEA TRAIL SUGAR SANDS, PHASE 3
I, Paul D. Dennis, President of Sea Trail Corporation, do hereby authorize
Houston and Associates, P.A., Consulting Engineers, located in Shallotte,
North Carolina, to prepare stormwater plans and specifications for Sea Trail
Sugar Sands Phase 3 as necessary to make submittal to, and obtain approval
from, the North Carolina Department of Environment, Health and Natural
Resources, Division of Environmental Management (NCDEHNR- DEM).
It is my understanding that said submittal is to be made to the
NCDEHNR- DEM on behalf of Sea Trail Corporation, as required under 15A
NCAC 2H. 1003, for compliance to the North Carolina Stormwater
Regulations.
WITNESS my hand this -2% -,",day of November, 1991.
Paul D. Dennis, President
Sea Trail Corporation
651 Clubhouse Road
Sunset Beach, North Carolina 28459
[phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
1, ' X;,/ i,,, v , a Notary Public of the State of North
Carolina, County of Brunswick do hereby certify that Paul D. Dennis
personally appeared before me this day and executed the above authorization.
WITNESS, my hand and notarial seal this the .2�day of November,
1991.
NOTARY PUBLIC
My Commission expires //- .