SW8110227_Historical File_20111031

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0 North Carolina Wildlife Resources Commission
Division of Engineering Services • 1720 Mail Service Center • Raleigh,NC 27699-1720
October 26,2011
Ms.Kelly Johnson
NCDENR,Division of Water Quality,
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Stormwater Permit Modification Request, Sunset Beach Proposed Boating Access Area
Permit Number: SW8 110227
Dear Ms.Johnson:
Thank you for the expedient initial review of the project noted above. I have responded to your request for information
below your items,in italics.
1.Drawdown Time:Please provide a stamped calculation for the timeframe to drawdown the l0yr
volume, 19,966ft3 at half the reported infiltration rate(at 10 in/hr)in the basin.
Please find enclosed revised calculations that give the actual drawdown for the basin at half the infiltration rate.
2. Seasonal High Water Table:Please clarify how the SHWT elevation was determined.It appears that either boring 1 or 4
(B 1 or B4)or perhaps an average of the two was used.Please provide the"existing grade"elevation when the soils report
was completed on 12/3/08,the depth to the SHWT as outlined in that report and the resulting SHWT for this design so that
we can keep that information on file.The bottom of the cell must be at least 2ft above SHWT.
The seasonal high water table elevation of 10.0 was determined by taking the B-1 depth of 64"and applying it to
the original ground elevation of approximately 15.3. Please refer to sheet 3 on the plans for original grade
contours. This SHWT is coincides with the SHWT at boring location B-4, where the original ground elevation is
approximately 16.6 according to sheet 3, and the SHWT was located at a depth of 80". The bottom of the cell is
proposed to be elevation 14, which gives 4 feet of vertical separation.
3.Basin Depth:The supplement shows that the bottom of the cell is at elevation 14.0ms1 and the top is at 15.0msl.But,the
calculations show that the depth is 3ft.Please make any necessary adjustments to the calculations.
The errors on the calculations pages have been fixed and a revised calculation page has been included.
If you have any questions or comments regarding this project,or you fmd any other errors,omissions,or other areas that
need correction,please feel free to contact me at(919)707-0154 or [e-mail]. Thank you again for
the quick turn around,and I appreciate the cooperation.
Sincerely,
MD
o L ii t-) GET
Tom Covington,PE 1 MI
Facilities Construction and Capital Projects Engineer
Bit':
enclosure

SUNSET BEACH BOATING ACCESS AREA
BRUNSWICK COUNTY
STORMWATER CALCULATIONS
FOR 10 YEAR STORM,BASIN CAPACITY AND DRAWDOWN TIME
REVISED
Revised:
October 26,2011
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Calculations By:
Tom. Covington, PE
N.C.Wildlife Resources Commission
1720 Mail Service Center
Raleigh,NC 27699

10 Year 24 hour Storm-Post Development Only
TOTAL DRAINAGE AREA= 5705D SF
1.310 AC.
POST-DEVELOPMENT CONDITIONS
IMPERVIOUS I I WOODED I GRASS I
34915 SF SF
34915 SF 0 SF 22135 SF
0.802 AC 0.000 AC 0.508 AC
61.20%Total Impervious I
POST-DEVELOPMENT:RUNOFF VOLUME
R„= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.9(%Imp.)
%Impervious= 61.20% Percentage of Impervious surface aver the site
V=3630 x RDx R„xA
NOTE:10 YEAR 24 HOUR STORM
RD= 6.99 in. Inches of Rain-High Density rules for Sc waters
R"= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.009(%Imp.)
A= 1.310 acres Drainage area
V= 19965.77 cf Volume of runoff from design storm
Drawdown Calculations
Per the NCDENR handbook"Stormwater Best Management Practices"(April 1999),drawdown of the
storm water runoff shall occur within 5 days using a minimum infiltration rate of 0.52 inches per hour.
Input Data
WQv= 19,966 cf.
Bottom Area= 7604 sf
Infiltration Rate Minimum= 0.52 In/hr
Infiltration Rate Measured= 20 in/hr
Calculated Values
top elevation SF of basin proposed 9068 sf
Proposed depth of basin(to top of berm,not overflow weir) 1 ft
Basin Drawdown Capacity
A=V/[2'(k`T)]
V= 19966.0 volume of water requiring infiltration(cf)
K= 20 hydraulic conductivity of soil(In/fir)
T= 5 dewatering time(days)
A= 99.83 effective infiltrating area(sf) I •
OK Have 76045F,so checks 11�)
OC1 31 %o11

Bottom Elevation 14
Change in Incremental Cumulative Cumulative
Elevation Area elevation volume volume Depth
Ft R'ESL ft ft3
14.0 7604 0 0 0 0
15.0 9068 1 8336 8336 1
0 0 8336 1
0 0 8336 1
All areas obtained through measurement in AutoCAD
TOTAL CF OF BASIN 8336 cf @ 1'deep
For no secondary treatment devices,system must treat
10 year 24 hour storm at half the infiltration rate
Drawdown Time at 1/2 the measured Infiltration rate= 4.9 hours
0.2 days
Basin Drawdown Capacity
A=V/[2*(k*T)]
V= 19966.0 volume of water requiring infiltration(cf)
1/2 the measured rate K= 10 hydraulic conductivity of soil(in/hr)
3.36 hours so no overtopping T= 0.14 dewatering time(days)
A= 7130.71 effective infiltrating area(sf)
OK Have 7604SF,so checks
Actual Basin Drawdown Time
A=V/[2*(k*T)]
therefore
T=V/[2*(k*A11
V= 19966 volume of water requiring infiltration(cf)
K= 10 hydraulic conductivity of soil(in/hr)
A= 7604 effective area at bottom of basin
IT= 0.13 dewatering time(days)
3.12 hours
ECEi V i5
OCT 312011
BY: ----

SUNSET BEACH BOATING ACCESS AREA
BRUNSWICK COUNTY
NARRATIVE
STORMWATER CALCULATIONS
INFILTRATION BASIN SUPPLEMENT
INFILTRATION BASIN OPERATIONS AND MAINTENANCE AGREEMENT
SOILS TEST
MAP
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Revised:
September 30,2011
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Calculations By:
Tom Covington,PE
N.C.Wildlife Resources Commission
1720 Mail Service Center
Raleigh,NC 27699

SUNSET BEACH BOATING ACCESS AREA
BRUNSWICK COUNTY
We have previously been granted stormwater permit number SW8 110227,but are
applying for a permit modification in order to reduce the footprint of the impervious area
and save several large live oak trees that are very important to the town and its citizens.
The below is the same narrative submitted for the original permit,with the numbers
changed to reflect the changes shown on the plans, calculations, supplements, etc.
STORMWATER ANALYSIS
Project Description and Summary:
The Sunset Beach Boating Access Area project is located at the terminus of Sunset
Boulevard, in Sunset Beach,NC. The existing property currently consists of a vacant lot
purchased by the Town, and Right of Way given to the town by the NCDOT once the old
swing bridge over to the island was demolished. There are no current improvements to
the lot owned by the town, and the DOT Right of Way consists of an asphalt roadway
leading down to an area where a bridge abutment once stood.
This project involves the construction of a new WRC boating access area. This BAA will
include a single launch ramp and associated fixed docks, a floating fishing pier, an entry
drive, a 28 space parking lot for boat trailers and a 10 space parking lot for standard
vehicles. The project property is adjacent to SA;HQW waters.
Methodology:
The project consists of a drainage area that encompasses all of the parking lot, and all of
the impervious surfaces that could be utilized with applicable grading designs. There is a
small portion of ramp apron that was not able to be channeled to a proposed infiltration
basin, due to the topography and design constraints. The drainage area will be treated by
an infiltration basin designed to handle the 10 year 24 hour storm at half the measured
infiltration rate,negating the need for a bypass, vegetated filter, or additional storage
volume. The proposed impervious surface in each drainage area was determined from
the plans created in AutoCAD. This impervious surface number was used to determine
the water quality volume for each treatment device by using the calculation methods as
shown in Chapter 3 of the NCDENR Stormwater BMP Manual. The Rational method
and associated calculations were used to calculate storm runoff volume,peak rate of
discharge,hydrographs and storage volumes.
Drainage Area:
The drainage area was defined by entering the amount of impervious surface and
natural areas within that basin. Due to the sandy soils at the site, C-values

corresponding to hydrologic soils group A were used. A time of concentration of
5 minutes was used for all drainage area to provide conservative estimates.
Stormwater BMPs:
The stormwater BMP (infiltration basin)was modeled by entering the surface
area at different elevations,thus defining the stage-storage of the facility. Soils
tests were performed at the site in the location of all BMPs and the permeability
rates were used in the model.
Once the drainage basins and BMPs were defined,the 10-year design storm(6.99 inches)
was used to check the volume, and infiltration times were calculated
Stormwater Calculations:
Existing Conditions
Currently the lot slopes away from the water and is composed of sandy soil,which does
not pond. The DOT Right of way slopes down toward the AIWW and sheet flows into
the water body. This project creates an increase in impervious surface,therefore
stormwater treatment is required.
Stormwater Treatment
The proposed property will be treated by a single infiltration basin, accessed by sheet
flow from all four sides. The basin is sized and the infiltration rates are such that no
bypass, filter strip or additional volume is required.
Infiltration Basin:
The basin is located in the center of the boat trailer parking lot. Once excavated,this
basin will remain as a natural infiltration basin. The construction plan dictates that the
basin be constructed last during grading,but prior to paving, in order to keep any
sediment from affecting the infiltration rate. This basin has been sized to capture and
infiltrate in excess of the 10-year storm(6.99 inches). As the basin treats in excess of the
10-year storm, no secondary treatment is required for the bypassed stormwater.
The total drainage area to the basin is 1.301 acres, with 0.80 acres being impervious
(61.4% of drainage area). The post development water quality volume of the minimum
1.5-inch storm is 4,322 cf. The total storage volume of the basin(from bottom to the
spillway)is 8,336 cf, which is a significant increase over the minimum required volume.
Soils tests performed in the area found that the seasonable high water table is at
approximately elevation 10. The bottom elevation of the infiltration basin is at elevation
14.0,providing a separation of 4',which is greater to the minimum required 2'. In
addition, soils tests found that the infiltration rate in the area was approximately 26 in/hr.

This infiltration rate was used in the calculations for the 10-year storm. It was found that
the 10-year storm(6.99 inches) is completely captured and infiltrated without
overtopping the basin. The top elevation of the basin is 15.0. Based on the ability of the
basin to capture and treat the routed 10 year 24 hour storm,no other provisions have been
made.

STORMWATER CALCULATIONS:
INFILTRATION BASIN #1

1 Year 24 Hour Storm-Pre and Post Development
TOTAL DRAINAGE AREA- 57050 SP
1.310 AC.
I
PRE-DEVELOPMENT CONDITIONS
1 I IMPERVIOUS I I WOODED I I GRASS I
7185 SF SF
7185 SF 0 SF 49865 SF
0.165 AC 0.000 AC 1.145 AC
I 12.59%Total Impervious I
I PRE-DEVELOPMENT:RUNOFF VOLUME I
R,= 0.16334794 unitless Volumetric runoff coefficient=0.05+0.009(%Imp.)
%Impervious= 12.59% Percentage of Impervious surface over the site
V=3630x RDxR,xA
Ro= 3.7 In. Inches of Rain-High Density rules for Sc waters
R,= 0.16334794 unitless Volumetric runoff coefficient=0.05+0.009(%Imp.)
A= 1.310 acres Drainage area
I V= 2873.358333 of Volume of runoff from design storm
I POST-DEVELOPMENT CONDITIONS I
I__ IMPERVIOUS I I WOODED I I GRASS I
34915 SF SF
34915 SF 0 SF 22135 SF
0.802 AC 0.000 AC 0.508 AC
I 91.20%Total Impervious I
I POST-DEVELOPMENT:RUNOFF VOLUME I
R,= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.9(%Imp.)
%Impervious= 61.20% Percentage of Impervious surface over the site
V=3630 x RD x It,x A
RD= 3.7 in. Inches of Rain-High Density rules for Sc waters
R,= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.009(%Imp.)
A= 1.310 acres Drainage area
I V= 10568.43333 cf Volume of runoff from design storm I
I Runoff Volume Results-10-year,24-hour storm I
Pre-Developmet 1-year,24-hour runoff= 2873.4 cf
Post-Developmet 1-year,24-hour runoff= 10568.4 cf ,
Increase in runoff volume= 7695.1 of

DISCHARGE RATES
Pre-development 1-yr,24-hr discharge
Drainage Area 57050 SF
PRE-DEVELOPMENT CONDITIONS
IMPERVIOUS WOODED GRASS
7185 SF SF
7185 SF 0 SF 49865 SF
0.165 AC 0.000 AC 1.145 AC
12.59%Total Impervious
C Coefficients grass 0.1
asphalt 0.95
weighted C 0.2071
Q=CIA
C= 0.2071
1= Intensity 5 minutes
A= 1.31 acres
Q= 1.36 ft^3/sec
Post-development 1-yr,24-hr discharge
Drainage Area 57050 SF
POST-DEVELOPMENT CONDITIONS I
IMPERVIOUS WOODED GRASS
34915 SF SF
34915 SF 0 SF 22135 SF
0.802 AC 0.000 AC 0.508 AC
61.20%Total Impervious
C Coefficients grass 0.1
asphalt 0.95
weighted C 0.6202
Q=CIA
0.6202
Intensity 5 minutes
A= 1.31 acres
Q= 4.06 ft^3/sec

1.5"Rainfall Event-Post Development Only
TOTAL DRAINAGE AREA= 57050 SF
1.310 AC.
i
I POST-DEVELOPMENT CONDITIONS 1
I IMPERVIOUS I I WOODED I I _ GRASS I
34915 SF SF
34915 SF 0 SF 22135 SF
0.802 AC 0.000 AC 0.508 AC
I 61.20%Total Impervious I
I POST-DEVELOPMENT:RUNOFF VOLUME
R„= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.9(%Imp.)
%Impervious= 61.20% Percentage of Impervious surface over the site
V=3630x R0oR„uA
Ro= 1.5 In. Inches of Rain-High Density rules for 5c waters
R,= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.009(%Imp.)
A= 1.310 acres Drainage area
V= 4284.5 cf Volume of runoff from design storm

10 Year 24 hour Storm-Post Development Only
TOTAL DRAINAGE AREA= 57050 SF
1.310 AC.
POST-DEVELOPMENT CONDITIONS
IMPERVIOUS I I WOODED I j GRASS
34915 SF SF
34915 SF 0 SF 22135 SF
0.802 AC 0.000 AC 0.508 AC
I 61.20%Total Impervious
POST-DEVELOPMENT:RUNOFF VOLUME
R„= 0.60080631 unifiers Volumetric runoff coefficient=0.05+0.9(%Imp.)
%Impervious= 61.20% Percentage of Impervious surface over the site
V=3630 x!lox R„xA
NOTE:10 YEAR 24 HOUR STORM
RD= 6.99 in. Inches of Rain-High Density rules for Sc waters
R„= 0.60080631 unitless Volumetric runoff coefficient=0.05+0.009(%Imp.)
A= 1.310 acres Drainage area
IV- 1! Volume of runoff from design storm
Drawdown Calculations
Per the NCDENR handbook"Stormwater Best Management Practices"(April 1999),drawdown of the
stormwater runoff shall occur within 5 days using a minimum infiltration rate of 0.52 inches per hour.
Input Data
WQv= 19,966 cf.
Bottom Area= 7604 sf
Infiltration Rate Minimum= 0.52 in/hr
Infiltration Rate Measured= 20 in/hr
Calculated Values
top elevation SF of basin proposed 8720 sf
Proposed depth of basin(to top of berm,not overflow weir) 3 ft
Basin Drawdown Capacity
A=V/[2*(10T)]
V= 19966.0 volume of water requiring infiltration(cf)
K= 20 hydraulic conductivity of soil(in/hr)
T= 5 dewatering time(days)
A= 99.83 effective infiltrating area(sf)
OK Have 7604SF,so checks

Bottom Elevation= 14
Change in Incremental Cumulative Cumulative
Elevation Area elevation volume volume Depth
Ft MSL ft2 $`i ft3 d ft
14.0 7604 0 0 0 0
15.0 9068 1 8336 8336 1
0 0 8336
0 0 8336
All areas obtained through measurement In AutoCAD
TOTAL CF OF BASIN 8336 cf @ 3'deep
For no secondary treatment devices,system must treat
10 year 24 hour storm at half the infiltration rate
Drawdown Time at 1/2 the measured infiltration rate= 4.9 hours
0.2 days
Basin Drawdown Capacity
A=V/[2*(k*T)]
V= 19966.0 volume of water requiring infiltration(cf)
1/2 the measured rate K= 10 hydraulic conductivity of soli(In/hr)
3.36 hours so no overtopping T= 0.14 dewatering time(days)
A= 7130.71 effective Infiltrating area(sf)
OK Have 7604SF,so checks

INFILTRATION BASIS SUPPLEMENT
INFILTRATION BASIN #1

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 25,2011
Gary Parker, Town Administrator
Town of Sunset Beach
700 Sunset Boulevard North
Sunset Beach, NC 28468
Subject: Request for Additional Information
Stormwater Project No. SW8 110227
Sunset Beach Boating Access Area
Brunswick County
Dear Mr. Parker.
The Wilmington Regional Office received a State Stormwater Management Permit Application for Sunset Beach
Boating Access Area on October 14, 2011. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Drawdown Time: Please provide a stamped calculation for the timeframe to drawdown the 10yr
volume, 19,966ft3 at half the reported infiltration rate(at 10 in/hr)in the basin.
2. Seasonal High Water Table: Please clarify how the SHWT elevation was determined. It appears
that either boring 1 or 4(B1 or B4)or perhaps an average of the two was used. Please provide the
"existing grade"elevation when the soils report was completed on 12/3/08,the depth to the SHWT
as outlined in that report and the resulting SHWT for this design so that we can keep that
information on file. The bottom of the cell must be at least 2ft above SHWT.
3. Basin Depth: The supplement shows that the bottom of the cell is at elevation 14.0msl and the top
is at 15.0ms1. But,the calculations show that the depth is 3ft. Please make any necessary
adjustments to the calculations.
Please note that a revision to one number may have a domino effect on other numbers,which may require revision of
the applications,calculations,supplements, plans, details,and associated documentation. Please verify all numbers
are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received in this Office prior to November 28, 2011,or the application will be returned as
incomplete.The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail,email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter.The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application
to issue the permit.
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 _One
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 rthCarolina
Internet www.ncwaterquallly.orgaturalljt
An Equal Opportunity\Affirmative Action Employer

SW8 110227
October 25, 2011
The construction of any impervious surfaces,other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent.All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone] or email me at [e-mail].
S'ncerely
Ily IV son
Environmental Engineer
GDS/kpj: S:lwgslstormwaterlpermits&projects120111110227 HD12011 10 Addinfo 110227
CC: Tom Covington, P.E., NCWRC
Wilmington Regional Office Stormwater File
Page 2 of 2

r
ler
WO
_ s ; I lit •
North Carolina Wildlife Resources Commission
Division of Engineering Services • 1720 Mail Service Center • Raleigh,NC 27699-1720
October 7,2011
Ms.Kelly Johnson
NCDENR,Division of Water Quality,
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Stormwater Permit Modification Request,Sunset Beach Proposed Boating Access Area
Permit Number: SW8 110227
Dear Ms.Johnson:
Please fmd enclosed a State Stormwater Permit Plan Revision Application package for the proposed boating access area at
the terminus of Sunset Boulevard,in Sunset Beach,Brunswick County. As per our emails,you already have the receipt for
the funds transfer for the fee associated with the processing.
Based on public outcry over the possible removal of several live oak trees,the WRC would like to revise the layout of the
entrance drive and the infiltration basin. We propose changing the radius of the curve,and shifting the drive 5' landward.
In turn,the infiltration basin has also been resized to handle the change in stormwater. There is an overall reduction in the
amount of impervious area within the AEC,and the basin elevation has been changed to look more natural while still
allowing infiltration from the 10 year 24 hour storm. A letter of permit refinement request has also been submitted to DCM
as well.
If you have any questions or comments regarding this project,please feel free to contact me at(919)707-0154 or
[e-mail]. Thank you.
Sincerely,
Tom Covington,PE
Facilities Construction and Capital Projects Engineer
enclosure
RECEIVED
OCT 14 2011
BY.

t„,
Celebrating 35 Years
1973 . 2008
December 3, 2008
North Carolina Wildlife Resources Commission
136 Aztec Circle
Mooresville,North Carolina 28117
Attention: Mr. Tom Covington •
Reference: Stormwater Testing Services
101 Sunset Boulevard
Sunset Beach,North Carolina
S&ME Project No. 1068-08-472
Dear Mr. Covington:
S&ME, Inc. is pleased to provide this report for stormwater testing services at the above-
referenced site. S&ME was requested by you to perform these services in preparation for
the planned site improvements. S&ME has conducted these services in general
accordance with S&ME Proposal No. 741-08 dated October 31,2008.
Project Background
The subject property is currently being used by bridge/roadway construction contractors
as a materials and equipment assembly and lay-down area. Contractors were present on
the property constructing a new bridge access to Sunset.Beach.
A site plan showing the approximate test locations, existing site conditions, and proposed
development activity was provided to Mr. Paul Masten of S&ME by you via e-mail on
October 27, 2008. We understand that stonnwater infiltration basins are proposed for
treatment of future stonnwater run-off from a parking lot to be constructed at the site.
Findings
Seasonal High Water Table Evaluations and In-Situ Soil Permeability
Testing
The seasonal high water table evaluations were performed on November 7, 2008 by
advancing hand auger borings to a depth of approximately 96 inches below the existing
ground surface at the approximate locations shown on the attached site plan (Figure 1).
RE-frIv -t5T
CCT142011
S&ME,INC./6409 Amsterdam Way,Building B3/Wilmington, NC 28405/p.910.799.9945 f 910.799.9958/www.smeinc.com

Stormwater Testing Services S&ME Project No. 1068-08-472
101 Sunset Boulevard, Sunset Beach, North Carolina December 3,2008
The locations correspond to potential stormwater basin areas. Soils were evaluated under
the guidance of a Licensed Soil Scientist for evidence of seasonal high water table
influence. This evaluation involved looking at the actual moisture content in the soil and
observing the matrix and mottle colors. Depending on the soil texture, the soil color will
indicate.processes that are driven by seasonally high water table fluctuations, such as iron
reduction and oxidation and organic matter staining. A hand auger boring profile sheet•
which provides a description of the observed soil horizons and the determined seasonal
high water tables has been included with this report.
The soils at all of the test locations were fine sand to the depth evaluated with shell
fragments observed in the surface horizon. Seasonal high water table depths ranged from
64 to 83 inches below the existing ground surface. See Table 1 for the seasonal high
water table depths at each test location. These depths were verified at the site by Mr.
Vincent Lewis, Division of Water Quality, on November 24, 2008.
S&ME performed the in-situ soil permeability testing by using a compact constant head
permeameter at the test locations. At the test locations, hand auger borings were
advanced 42 to 59 inches below existing ground surface with a 2-inch diameter bucket.
A planer auger was used to clean the bottom of the auger hole and give it a cylindrical .
shape. The water dissipating unit was lowered to the bottom of the hole and water was
dispensed from the'permeameter. The water was allowed to move through the unit until
steady-state flow was achieved and then the flow rates were recorded. The last three
measurements were averaged to achieve the most representative value to express the
• saturated hydraulic conductivity. The depth interval of the test corresponded to a layer of
material approximately 6 inches thick at the selected testing depth. The permeability
rates were calculated as ranging from 23 to 47.4 inches per hour. See Table 1 for the
calculated permeability rates at each test location.
TABLE 1 •
emnN4 TEST SEASONAL HIGH WATER SOIL
•ELJPt(9i5 LOCATION TABLE (inches below surface) PERMEABILITY RATE
t((.0 B-1 64 inches 31.9 inches/hour
6.5 B-2 83 inches 44.9 inches/hour
l tr.0 B-3 83 inches • 47.4 inches/hour .
(0,0 B-4 80 inches 23 inches/hour
See Figure 1. (attached) for the approximate test locations.
Please note that these seasonal high water table evaluations are based on secondary
evidence and not on direct'groundwater level measurements. Groundwater levels
fluctuate for numerous reasons,.and these findings do not indicate that groundwater levels
have not or will not rise above the noted depths.
2

Stormwater Testing Services S&ME Project No. 1068-08-472
101 Sunset Boulevard, Sunset Beach, North Carolina December 3,2008
Closing
S&ME appreciates the opportunity to provide these services to you. If you have any
questions,please contact us.
Sincerely,
S&ME,Inc.
VAL-L Zi44
Paul Masten Tom Schipporeit
Natural Resources Project Manager Branch Manager
Senior Reviewed by:
Robert P. Willcox, Jr., L.S.S.
1S
PAM:TMS/jns
Attachments: Figure 1—Approximate Test Location Sketch
Soil Boring Profiles
3

L
•
TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
101 Sunset Boulevard
Sunset Beach,North Carolina
S&ME Project No. 1068-08-472
Matrix Mottle_ •
Depth Hue/Value Hue/Value
Location Horizon (Inches) /Chroma /Chroma Texture/Structure
B-1 A 0-11 10YR 2/1 Fine sand, granular, shell fragments
• B1 11-59 10YR 5/6 Fine sand, granular
B2 59-64 10YR 6/6 Fine sand, granular
B3 64-96+ 10YR 7/2 Fine sand, granular
Seasonal High Water Table= 64" below the existing ground surface.
B-2 A 0-10 10YR 2/1 Fine sand,,granular, shell fragments
B1 10-20 10YR 5/3 Fine sand, granular
B2 20-31 10YR 5/6 Fine sand, granular
B3 31-74 2.5Y 7/4 Fine sand, granular
B4 74-83 2.5Y 7/3 Fine,sand, granular
B5 83-96+ 2.5Y 7/2 Fine sand, granular
Seasonal High Water Table= 83" below the existing ground surface. •
B-3 A • 0-11 10YR 3/1 Fine sand, granular
B1 11-31 2.5Y5/4 Fine sand, granular
B2 31-57 2.5Y7/3 Fine sand, granular
B3 57-83 2.5Y7/4 Fine sand, granular
B4 83-96+ 10YR 2/2 2.5Y 7/4 Fine sand, granular
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1111111111111111111111111111111111111 a?84o P(39?inson 84g002.
Brunswick County, NC Register of Deeds page 1 of 2
Presenter) k-d-Se0D61 et: I
lleiS.C4'D Total_ v_ �il. 1
fib• Ck$ 7�5 _C:,r Ci Cash$
` x syeaw 0,ie a 4 Refund: r.-::h? Finance
lsl betgf e : :: '
w condigd,x;Ms:,r.:^::.n65original
se{et�peP.ni 7ti instrument Matoannoi ce remodaced°regaled. l
lsew.R ill.rgrA ik',— GIFT DEED
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
THIS DEED,made this,..(1 day of June,200B,by and between SUNSET BEACH&TWIN LAKES,
INC.,a North Carolina corporation,hereinafter,whether one or more,referred to as"GRANTOR,"and the TOWN OF
SUNSET BEACH,a North Carolina municipal corporation, whose mailing address is 700 Sunset Blvd.North,Sunset
Beach,NC 28468,hereinafter,whether one or more,referred to as"GRANTEE":
WI.TNESSETH:
THAT the Grantor,as a gift and charitable contribution to the Grantee,has and by these presents does
grant,release and convey unto the Grantee in fee simple,all of its interest in that certain lot or parcel of land situated in
i
Sunset Beach,Shallotte Township,Brunswick County,North Carolina,and more particularly described as follows: 11/Ejtj
E
j�lZOCT 2 4 2011
BEING that certain parcel of property bounded on the north by the southern line of the property Z7��
conveyed.to Sunset Bridge Partners,LLC in Book 2233 at Pages 699 and 702 of the Brunswick
County Registry,on the south by the channel of the Atlantic Intracoastal Waterway,and on the
east and west by the eastern and western lines of the property conveyed to Sunset Bridge
Partners above-described extended southerly to the channel of said waterway. This parcel is also
part of tax parcel 256HB006.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land,and all privileges and appurtenances thereto
belonging,to the Grantee in fee simple.
•
Prepared by: Michael R. Isenberg,Attorney at Law
P.O. Box 11028,Southport, NC 28461
wit: .-,r rf^r,irian on Title

IN WITNESS WHEREOF,the Grantor has hereunto executed this deed,the day and year first above
written.
SUNSET BEACH&TWIN LAKES,INC.
•
By. 2rJ (SEAL)
Its frosident
m9-ia zmme
a.
STATE OF NORTH CAROLINA Iielllewicksiii I ounty, �IIIIegi Register
RDbe eds page n2nofg 2002
BrunsCOUNTY OF BRUNSWICK ,,/�__�,
I '0Ihrl iJ. 'Ivr. 1 ,a Notary Public in and for the state and county aforesaid,do
hereby certify that Edw M.Gore ersonally came before me this day and acknowledged that he is the President of
Sunset Beach&Twin Lakes,Inc.,a North Carolina corporation,and that by authority duly given and as the act of the
corporation,he voluntarily signed the foregoing instrument in its name on its behalf as its act and deed.
WITNESS my hand and official seal this the 31.day of June,2008.
i 4,er1� U. ,Notary Public
My commission expires: f q;. F• ri
'1
v_p '.
U'~��
�'�9,l^1Cl( fSAt``

NCDEF I
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Dee Freeman
Governor tij Secretary
October 10,2011
Tom Covington, agent for the Town of Sunset Beach
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699-1720
Dear Mr. Covington,
This is with reference to your request to refine State Permit#117-10 which was issued to the Town of Sunset
Beach on behalf of the Wildlife Resources Commission by a Coastal Resources Commission variance on October 19, 2010
which authorized the construction of a public boating access area at 101 Sunset Boulevard adjacent to the Atlantic
Intracoastal Waterway, in Sunset Beach, Brunswick County. State Permit#117-10 is due to expire on March 14,2015.
Upon reviewing the information provided,the Division of Coastal Management has determined that the
proposed action is consistent with existing State rules and regulations and is in keeping with the original purpose and
intent of the permit.This Letter of Refinement authorizes the Wildlife Resources Commission,on behalf of the Town of
Sunset Beach,to modify the layout of the entrance drive and infiltration basin to preserve several existing Live Oak trees
on the property. This letter authorizes the modifications depicted on the drawing titles"Proposed New Layout to Save
Trees" (Sheet 1 of 1) submitted and received on September 19, 2001. Please note this refinement does not alleviate the
need to obtain any other local,state or federal permits.
If you have any questions or if I can be of further assistance please contact me at(910)796-7215.
Sincerely,
Debra Wilson RECEIVED
Wilmington District Manager OCT 1 2011
cc: Doug Huggett, DCM ,7.
Georgette Scott,WiRO-DWQ
Town of Sunset Beach permit file#117-10
a .
$12 5f 76 le)
R/to Loton'�
GF(?) 10 Cam
127 Cardinal Drive Ext.,Wilmington,NC 28405 One
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net Noi thCctro na
An Equal Opportunity\Affirmative Action Employer Naturally

44
•
North Carolina Wildlife Resources Commission :=
Gordon S.Myers,Executive Director
September 14,2011
Holley Snider
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Sunset Beach Boating Access Area—Letter of Refinement
Brunswick County
Ms. Snider,
Please fmd this as a request for a Letter of Refinement for the approved CAiviA Major Permit for the
construction of the Sunset Beach Boating Access Area. The Wildlife Resources Commission would like to
request the following revision to the permit:
Based on public outcry over the possible removal of several live oak trees,the WRC would like to revise
the layout of the entrance drive and the infiltration basin. We propose changing the radius of the curve,
and shifting the drive 5' landward. In turn,the infiltration basin has also been resized to handle the
change in stormwater. There is an overall reduction in the amount of impervious area within the AEC. A
stormwater permit revision request has also been submitted to DWQ as well.
If you have any questions or comments about this submittal package or the design,please do not hesitate to
call me at(919)707-0154.
Sincerely,
SA CjOt•Jefro�
Tom Covington,PE
Facilities Construction and Capital Projects Engineer
North Carolina Wildlife Resources Commission
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center •Raleigh NC 27699-1720
Telephone: [phone]

1
Q Limits of New Asphalt
OQ
7\_
DOT 20' REQUIRED OFFSET •�� I
i DOT ROW
. i '� :•:• •:::f::-�' Limits of Disturbance
1VE ;;..
Q 2 cos„...
ANP„' D�. • •• •. ::;,,I CURRENT PERMITTED IMPERVIOUS W/IN AEC — 6,247 SF
242
'.'.[ft PROPOSED IMPERVIOUS W/IN AEC —
1- \ ,--_ _.---
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'144114114tItteNt4:61‘'144:44:44‘-- 4414444$. 114)bek‘ - •••• ,,,,,
Limits of New Asphalt
t \ V.-V.\ lir
�� •••• • •• •••••••••••• • • •• 0'"�1 Proposed Stormwater Infiltration basin
0. ' •• ,•;1'� ��q PLANS SHOW CHANGES IN INFILTRATION BASIN
Limits of New Asphalt ..
p Cam • :::)..i...:
_ �� SIZE AND LOCATION, AND MAIN ENTRANCE ROAD.
• • • ' x14 t ROAD RADIUS HAS BEEN INCREASED, AND THE
o ��� " ROAD HAS BEEN SHIFTED LANDWARD 5' IN
�' o � - ORDER TO ALLEVIATE IMPACTS TO EXISTING LIVE
;; •••••• OAK TREES ON SITE. BASIN HAS BEEN MADE
• x1A a ".• •52.1" . OP
LARGER AND SHALLOWER.
Proposed Asphalt Parking and Access D • - ` . ' x14 ' '....... , 11
LEGEND , ' : -'`- ,..-- . ... ..... . . .•. , . .•. :.` .` .
��, �d� 29:A
Existing Bulkhead 111, 'M 1 -.y rw II -, ,1. • • _
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el 1 / - _--:::::te
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,.N 1= III
+ Limits of New Asphalt ��� ..� ,,.+� tl
Cut r .
��� t1ncWoodBulkheadto �-` _ %. .'.'.R. v.`_ u ' ` ` ' _ C
xis. -
�� Fin 0.1/ ' NOTES: NO MARSH IMPACTS ,
Coastal Marsh `�
_ - ` .• �•. ` " _ _ _ .•'• � ' , _ Irk i� v� ' CK
Limits of Disturbance 2005 NCDOT — = I/� �, , a P
Traffic Flow Delineation : . . _ • t I= p �� S
�. ����my = I a er
ADA Parking . . . ,' . - ° ` - ' , _ V
Proposedwood _-_ . -, , - -`. -`_' . - . .' L `," - .-_ ' / li= I S�
111111 docklwalkway _'. '_ ', ' .`_`_`_'. ' . • .'_`_`_`. ` . . �'t_' . '.. 'J w4 — _ -- - �= II �.
��� Existing Tree �,. �J _ `)\`�\,\\• I
`
%*�r = , 8' INTRAGOASTAL WATERWAY
50 0 50E v 111\1\\11\11\ �_ "_
w "1111 _ SA/HQW and PNA classification
'� •a'4 ` 5 - .r- 475'to Opposite Shore I
_ �— = - - - ! - " _ _.___ it _ - ..- - :r; 77,327 SF Lot size - I
um . ' 1 -' _ ~` — High Density Development
>, -•-~ i rA Yam- -'' 22725 Sr within AEC, 6,427 SF impervious within AEC
Scale 1 = 50' �� -' -.--
,:
SIGN D ENGINEER:. To ,DATE:
E• -LE - R {
•
'7U•Tli�i�t B.��11 `�:iC#��1'l1��r��. NGINE m�Covington: E•Aug 2011 � �-,�j ` +
NORTH CAROLINA WILDLIFE- ES.UR E CO ISSION: ^,LE: 1:5o :proposed
F726:fi1741L SERVICE CENTER ft4LEIGH,•NC7fiTM r, ;#.9tA ' ' fi9.7o7 159 OFFICE 919:iDt49'82'FAX NewLayout to Save Tre EVISION'.• .. - `Nt d! V 8 II cwI :.-J T C QASTAL A` -„•j'i.R
'CADD FILE ID: CA \C- t Beach.DWG ..1'

Completeness Review Checklist as 11: €29P«6Pi
Project Name: �„ .,r b /1� nig
t 56 Received Date: l)1 xj it %Tato o / / i
Project Location: i„. nebr_ACkt rBitUD nc4e._ Accepted Date: t
Rule(s) 92008 Coas al 01995 Coastal ❑Phase II (WiRO) OUniversal 01988 Coastal
Cain t Amu.)
Type of Permit: New or Mo• or PR Existing Permit# Mod r PR): 1A pa.`� riPE Cert on File?
Density: VCIID or LD Commercial or Residential ENCG:
%: Go D(%OK?) EISA Map ®Offsite to SW8
Subdivided?: Subdivision or ingle Loll
• • Exempt
Paperwork
[118applement(s) (1 original per BMP) BMP Type(s): N W (W ACtu Imo- i6A) OPftpii 44-L
®0&M with correct/original signatures (1 original per BMP except LS/VFS and swales) °1' tI ‘Oftliltkie, Iola.?L c
pplication with correct/original signatures � 'm�
A
®Corp or LLC: Sig.Auth. per SoS or letter Note to Reviewer:
a505(within 6mo) E �y -r
it;ta"5- -127 To S
9oiis Report with SHWT
Calculations(signed/sealed)
®No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
:
®Signed& Notarized
Correct Template (Comm/Res& HDiLD) or Dec. Covenants& Rest.
Plans
®2 Sets ®Details(roads,cul-de-sacs, curbs,sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map ®Layout(proposed BUA dimensions)
®Legend ODA Maps Project Boundaries
Infiltration Wet Pond Offsite
▪Soils Report ®Soils Report OPE Cert for Master Lot#:
SHWT: LISHWT: ®Deed Rest for Master ®Lot#Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
r•--
Additional information:
Permitted Proposed: Proposed: Proposed:
BUA(sf)
DA(sf)
PP(el)
SHWT(el)
Depth (ft)
SA(sf)

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, September 28, 2011 9:00 AM
To: 'tom.covington©ncwildlife.org'
Subject: Sunset Beach Proposed Boating Access
Tom,
We received this application to modify this permit. The package contained a Plan Revision form, information about the
payment transfer,calculations,and sheet 1 of the plans. However, a Plan Revision and a Permit Modification sound
similar but are actually two different things.We will need the State Stormwater Permit Application Form (SPU-101),
http://portal.ncdenr.org/web/wQ/ws/su/statesw/forms docs for the modification. We will also need the whole
application package (see Section VI of the application for a list). The infiltration basin supplement form and the
Operation and Maintenance Agreement are also available online, htto://portal.ncdenr.org/web/wQ/ws/su/bmp-ch16.
There is also a "design checklist"that shows the types of things that we will need on the plans to document the change
to the infiltration basin design, httn://portal.ncdenr.org/web/wa/ws/su/statesw/forms docs#tab-3. (Basically we need
all of the details about the basin,dimensions,cross section with elevations,etc).
Do you want me to hold on to the package until I receive the updated information or return it to you? I would normally
return the package, but since we already have the money transfer it is more complicated.
Thanks,
Kelly
*** My email has changed to kellv.D.iohnsonc ncdenr.eov
KeLL Johwsow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
1

Johnson, Kelly
From: Covington, Tom T.
Sent: Wednesday, September 28, 2011 9:00 AM
To: Johnson, Kelly
Subject: Automatic reply: Sunset Beach Proposed Boating Access
I'll be out of the office until Thursday,28 Sept 2011.Starting Monday, I'll be available by phone and email,and will be
working from home. I hope to return to the office Thursday. If any emergencies arise, please contact my supervisor,
Mark Hamlett, at 919-707-0155. Thanks!
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

r %...644)
il
- ..,
i 4 .... .....,........_ i _
.„...,,4,, • ....
...,. ,- gow_.•- - ,, ,...• . , 1,. _.......,
__. ..,, _ ..,-, , t _ , . .
0 North Carolina Wildlife Resources Commission _
Division of Engineering Services • 1720 Mail Service Center • Raleigh,NC 27699-1720
September 20,2011
Ms.Linda Lewis
NCDENR,Division of Water Quality,401 Unit
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Stormwater Permit Modification Request, Sunset Beach Proposed Boating Access Area
Permit Number: SW8 110227
Dear Ms.Lewis:
Please find enclosed a State Stormwater Permit Plan Revision Application package for the proposed boating access area at
the terminus of Sunset Boulevard,in Sunset Beach,Brunswick County. Also included are the required two copies of the
plan sheets that are changing,another copy of the application form,and a receipt for electronic transfer of the funds
required by the permit.
Based on public outcry over the possible removal of several live oak trees,the WRC would like to revise the layout of the
entrance drive and the infiltration basin. We propose changing the radius of the curve,and shifting the drive 5' landward.
In turn,the infiltration basin has also been resized to handle the change in stormwater. There is an overall reduction in the
amount of impervious area within the AEC,and the basin elevation has been changed to look more natural while still
allowing infiltration from the 10 year 24 hour storm,,A letter of permit refinement request has also been submitted to DCM
as well. + L%KW ep'fiox) #y
If you have any questions or comments regarding this project,please feel free to contact me at(919)707-0154 or
[e-mail].
Sincerely,
CAMJ1410-1
Tom Covington,PE
Facilities Construction and Capital Projects Engineer
enclosure . U r. A.a_t....a'�.:>.i'.�I. V Li)
j
� b 4!° a II p G SEP2 2011
02/4 i
)�' tic �� \� Q4/ 1�, A �v'
Q y 4 5 /�
PP ilf) a �` oJ r )
1

/ )
Lewis,Linda ,r r
From: Dennison, Laurie
Sent: Tuesday, September 20, 2011 9:20 AM
To: Pickett, Laveta D
Cc: Lewis,Linda; Scott, Georgette
Subject: RE: NC E-Pay Remittance Advice
Importance: High
Laveta,
I asked Bradley about this & by way of cc, I'm letting Georgette & Linda know about this transfer so one of
them can get up with you.
Laurie
Original Message
From: Pickett, Laveta D
Sent: Tuesday, September 20, 2011 9:02 AM
To: Dennison, Laurie
Subject: FW: NC E-Pay Remittance Advice
Does this transfer belong to you? If so what account does it go in?Thanks
Original Message
From: OSC.nc.paymentnosc.nc.gov Jmailto:OSC.nc.paymentt osc.nc.govl
Sent: Tuesday, September 20, 2011 2:04 AM
Subject: NC E-Pay Remittance Advice
TO:
DEPT OF ENVIRONMENT& NATURAL
RESOURCES CONTROLLERS OFFICE
1606 MAIL SERVICE CENTER
RALEIGH NC 27699-160
RE:
Direct Deposit Notification
A transfer has been created in CMCS for the amount of $505.00
for payment number 17PT0000052463. It is your office's responsibility to
confirm that this transfer has been passed and submitted in CMCS.
These funds were paid by the following agency:
WILDLIFE RESOURCES COMMISSION
CONTROLLER'S OFFICE
TRADE ACCOUNTS PAYABLE
1751 VARSITY DR RALEIGH, NC 27606-2576
Agency Contact Phone: [phone]
Please direct all questions regarding this payment/transfer to the
agency contact phone number listed directly above. This agency
maintains information regarding your payment records. Any questions

concerning payment amount and invoice information/documentation
should be directed to the agency's Accounts Payable office and they
will be happy to assist you with your inquiries
PLEASE DO NOT REPLY TO THIS EMAIL.
CONTACT THE PAYING AGENCY AT THE NUMBER LISTED ABOVE.
Invoice Number Inv Date Invoice Amount Discount Amount Net Amount
SUNSET091711 09/17/11 $505.00 $00.00 $505.00
NCWRC SUNSET BEACH BAA STORMWATER PERMIT FEE
TOTAL: $505.00
This notification was sent from the North Carolina Office of the State Controller.
If this notification has been sent in error, please contact the agency
listed above to make corrections.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties by an authorized state official.
2
L