SW8090509_HISTORICAL FILE_20090727

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0�1050 q
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 U O q 0-I Z-1
YYYYMMDD
1

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
July 27, 2009
Dr Erik Kenyon, Registered Agent
Coastal Landmark Properties, LLC
333 Jefferson Street
Whiteville, NC 28472
Division of Water Quality
Coleen H. Sullins
Director
Subject: State Stormwater Management Permit No. SW8 090509
Dr. Erik Kenyon Coastal Carolina ENT, P.A.
High Density Commercial Wet Detention Pond Project
Brunswick County
Dear Dr Kenyon
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Coastal Carolina ENT, P A on July 21, 2009 Staff review of the plans and
specifications has determined that the protect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.10OO and Session Law 2008-211 We are
forwarding Permit No SW8 090509 dated July 27, 2009, for the construction of the subject
protect
This permit shall be effective from the date of issuance until July 27 2019, and shall be subject
to the conditions and limitations as specified therein Please pay special attention to the
Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system 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 upon written request within thirty (30) days following
receipt of this permit This request must be in the form of a written petition, conforming to
Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands are made this
permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey, or me at [phone]
Sin/ cerely,
Georgett
Stormwater Supervisor
Division of Water Quality
GDS/ sgp. S \WQS\STORMWATER\PERMIT\O90509.tu1O9
cc Tim Clinkscales, PE — Paramounte Engineering, Inc
Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Steve Pusey
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Curve Extension, Wilmington, North Carolina 28405 One
Phone [phone]FAX [phone] \ Customer Service 1-877.623.6748 NorthCarolina
Internet www ncwaterquallty org ��7 �J► �atura y
An Equal Opportunity Affirmative Action Employer ((

State Stormwater Management Systems
Permit No SW8 090509
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Dr. Erik Kenyon & Coastal Landmark Properties, LLC
Coastal Carolina ENT, P A.
2298 Ocean Hwy., Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter
collectively referred to as the "stormwater rules') the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division of Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until July 27, 2019, 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.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 17 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 35,700 square feet of
impervious area.
A 50' wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
6 The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 090509
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition -
a. Drainage Area, 9cres-
Onsite, ft
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Buildings,
Parking, ft : 2
Sidewalks, ft
C. Design Storm, inches•
d. Average Pond Design Depth, feet-
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSl2:
g. Permanent Pool Surface Arei, ft .
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL.
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
k Controlling Orifice:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o. Receiving Stream/River Basin:
P. Stream Index Number:
q. Classification of Water Body.
II. SCHEDULE OF COMPLIANCE
1.5
65,421
0
35,700
9,315
24,968
1,489
15
35
90%
400
3,910
4,414 at temporary pool elev.
40.92
1 56
VO pipe
0.014
1,454
N/A
UT Williams Branch / Lumber
15-25-2-9-3
"C, Sw; HQW"
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to.
a Semiannual scheduled inspections (every 6 months).
b Sediment removal.
c Mowing and re -vegetation of slopes.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
q. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 090509
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations
7. 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.
8. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b Project name change.
c Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. Prior to the construction of any Permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 090509
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request Neither the sale of the
project nor the transfer of common area to a third party constitutes an approved
transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215 6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, 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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
7 The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
10. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes
11. The permittee shall submit a permit renewal request at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 27th day of July, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jor-Goleen V. Sullins, Uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 090509
Dr Erik Kenyon Coastal Carolina ENT, P A
Stormwater Permit No. SW8 090509
Brunswick 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 is included in the Certification.
Noted deviations from approved plans and specifications.
Signature
Registration Number
Date
SEAL
Paoe 6 of 7

State Stormwater Management Systems -
Permit No SW8 090509
Certification Requirements
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 structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet 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 and located 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,
and a forebay
15. The required system dimensions are provided per the approved plans
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

DWQ USE ONLY
Date Received
F e Paid
Permit Number
State of North Carolina
Cam' x,VE� Department of Environment and Natural ResourceRj �+I
Division of Water Quality `"'"��
MAY o 7 200STAPR ORMWATER MANAGEMENT PERMIT APPLICATION FOR 2
By; 0 m 1 ffA1- This form may be photocopied for use as an original BY:
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project).
Coastal Landmark Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Dr Erik Kenyon, Registered Agent
3. Mailing Address for person listed in item 2 above
yce
-SaB-sxnset8tvd-N 333 Te-{person 4t.
Gty.'5 - � W",JeJ Ag State:NC Zip�6� Z2 4 7 7-
Phone (910 ) 791-6707 Fax.
Email n/a
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Dr. Erik Kenyon Coastal Carolina ENT, P A.
5. Location of Project (street address)•
City.Shallotte County Brunswick Zip28468
6 Directions to project (from nearest major intersection).
12 miles North east from the intersection NC 130 (Main Street) on Ocean Blvd
7. Latitude33° 59' 34" N Longttude•78° 20' 36" W of project
8. Contact person who can answer questions about the project.
Name.Tim Clmkscales, PE Telephone Number (910 791-6707
Email.tclinkscalesQparamounte-eng corn
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
❑Renewal ❑Modification
Form SWU-101 Version 09 25 08 Page 1 of 4

mz
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one)
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4 Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748).
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial
Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The stormwater will be treated in a wet detention pond
2. Stormwater runoff from this project drains to the Lumber River basin
3. Total Property Area 150 acres 4 Total Coastal Wetlands Area: n/a acres
5 Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area** 150 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA) 54 5
7. How many drainage areas does the project have7l
8. Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Tributary to Williams Branch
Stream Class & Index No.
C,SW, HQW -Index Number
15-25-2-9-3
Total Drainage Area (so
65,421
On -site Drainage Area (so
65,421
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
35,700
T. Impervious* Area (total)
54 5%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
9,315
On -site Streets (so
0
On -site Parking (so
24968 zy Sq(o
REZ, Q M,1-% )
On -site Sidewalks (so
1,489
Other on -site (so
0
Off -site (so
0
v,
Total (so.
35,700
Form SWU-101 Version 09.25 08 Page 2 of 4

**Total project area shall be calculated to exclude Coastal Wetlands from use mben calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA)
9. How was the off -site impervious area listed above denved?n/a
Projects in Union County: Contact the DWQ Central Office staff to check to see ifyou project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent storm water
requirements
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http //h2o enr state nc.us/su/bmp forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http //h2o enr.state.nc us/su/bmp forms htm
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http //h2o enr state nc us/su/msi maps.him)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initials -Tec
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if f
required as per Part IV above)
• Original of the applicable Supplement FormO&M a reement (C -6`
PP PP (s) and s — g () for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD) G
payable to NCDENR KC 1166,
• Calculations & detailed narrative description of Stormwater treatment/management I t If T6
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), mcluding
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
1rIIWAX94C1►YMAXIS1 IQ R IF04 Its] 01
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section (ex. designing engineer or firm)
Designated agent (individual or firm) Paramounte Engineering, Inc
Mailing Address 5911 Oleander Drive, Suite 201
City Wilmington State -NC Zip 28403
Phone (910 ) 791-6707 Fax- (910 ) 791-6760
Email tclinkscalesQparamounte-eng com
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Dr Erik Kemion
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covena'^'j� be recded, and that the proposed project complies with the requirements of 15A
NCAC 2H 1000 t / 7
Signature Date ✓/ ;� - /
Form SWU-101 Version 09 25 08 Page 4 of

PARAM0UNTEZMJUt0,, Q
EN G I N E E RI N G. I N C 4 009
9 9 9 1 1 OLEANDER D R I V E, S U I T E 2 0 1 AMu
WILMINGTON, 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
Date
I July 21, 2009
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Dr Kenyon's Office
Ann:
Steve Pusey
Project No.
I 09103.PE
e are sendm
❑ Ongmals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® Plans
❑ Speaficanons
® Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
1
7/10/09
Response Letter
1
7/20/09
Form SW401-Net Detention Basin O&M
1
7/20/09
Retention Requirements
1
7/20/09
Stage -Storage Calculations
1
7/20/09
Form SWU-101
1
7/20/09
Wet Detention Basin Supplement
1
7/20/09
Hydrograph Report
1
7/20/09
Storm Sewer Computation Sheet
2
7/20/09
C-2'C-30'
C-3 1, C-6 1
Plans
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:
Tim Clmkscales, PE

pARAMOUNTE
E N G I N E E R I N G I N C
July 10, 2009
Mr. Steven Pusey
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Coastal Landmark Properties, LLC
Dear Mr. Pusey:
BY:
JUL 2 1 Nos
have provided below a response to your comments dated June 30, 2009. Your comments are
listed below with our response provided in bold.
f1. Please check your calculations and provide the minimum Length to Width ratio of
1.5:1 and Flow Path ratio of 3 0:1 in the wet detention pond.
• We have provided a flow path of 2.4:1 as shown on the plans I //�1
^ 3tI C(an+ MGa Su rcne✓rf "t?14HS -$fir
/ 2. A soils report for all engineered systems and curb outlet swales systems is required.
✓ The report should contain the estimated Seasonal High Water Table elevation at each
proposed BMP location reported in FMSL, not as a depth below existing ground
(BEG) If it's reported as a depth BEG, the bore map must include the existing ground
elevation at each bore location. For infiltration basin, trench and open -bottom sand
filter projects, the report should include the soil type and expected infiltration rate.
• SHWT based on Vincent Lewis field visit
3. Report depths for sediment cleanout on page 3 of the O&M Agreement for both the
main pond and the forebay. Please note that a depth is not an elevation.
• This has been updated and placed in the resubmittal package
J 4. The calculated total pond volume and forebay volume shown in Step 3 of NCDENR
Retention Requirements do not match the amounts listed in the Supplement or those
shown in the single -stage storage calculations for the wet pond. Please make
corrections and revise documentation as needed.
• The items for total pond volume and provided volume for the forebay
match in Step 3 and the Stage -Storage Calculations. They are
resubmitted to reflect such
/ 5. On Application page 2, the receiving stream classification should be noted as
J "C;Sw;HQW" with Index No. "15-25-2-9-3". Please revise.
0 This item has been updated on the application

D6 Please provide more dimension details for the roads and parking area, including radii
and sidewalk widths.
• The site plan with these items have been added to the submittal set
/ 7. Values for drainage area and site area are inconsistent The county records indicate a
site area of 1.51 acres. Your application shows 1.54 acres, and the supplement shows
1.5 acres. Please revise documentation as needed.
• All the forms and calculations have been updated to reflect the 1.5 acre
drainage area
✓ 8. Values for impervious area are inconsistent. The amounts listed on your plans total up
to 35,374 sf. Your application shows 35,700 sf, and the supplement shows 35,603 sf.
Please revise documentation as needed.
• All the forms, supplements, and calculations have been updated to reflect
the same value
9. 1-yr, 24-hr rainfall depth is listed as 6.5 inches which seems high. Please check and
revise if necessary.
• The rainfall depth is 3.7 inches with the intensity being 6.5 inches/hour
10. Please show your calculation of peak flow for the 1-yr, 24-hr storm, for both pre and
post development. As per BMP manual Sec. 3.2, the Division believes that Rational
method is the most applicable to drainage areas of 20 acres or less. If you can prove
your method is more conservative, we will gladly approve it.
• Using the 3.7 inch depth, the necessary printouts from hydroflow have
/ been submitted for review
✓ 11. The number listed on the supplement for storage volume discharge rate, 0.46 cfs, does
not match your calculations, 0.01 cfs. Please revise as needed.
• The 0.46 cfs includes the weir structures in addition to the orifice flow
/ shown in the spreadsheet
t/ (9 Please revise pond section detail to show markings for SH WT elevation, and 3 lope
above the vegetated shelf.
/ • This information has been added to the detail sheet
/ a Please show a detail breakout with dimensions for each line and arc formed by the
vvv permanent pool contour.
• This has been added to the submittal set
5 9 1 1 O L E A N D E R D R I V E. 5 T E 2 D 1, W I L M I N G T O N, N C 2 6 4 D 3
P N 1 9 1❑ 1 7 9 1- 6 7 0 7 F A 1 9 1 0 1 7 9 1- 6 7 6 0

/ 14. Drawings show the pond inlet pipe apparently short-circuiting the forebay. Please
revise or explain.
• The addition of the baffler increases the flow path in the pond
Sincerely,
Paramounte Engineering, Inc.
Tim Clinkscales, PE
5 9 1 1 G L E A N D E R 0 R I V E 1 5 T E 2 O 1. W I L M I N G T G N, N C 2 9 4 G 3
P H ( 9 1 0) 7 9 1- 6 7 0 7 F A ( 9 1 0) 7 9 1- 6 7 6 0

Pusey, Steven
From:
Pusey, Steven
Sent:
Friday, July 10, 2009 3 25 PM
To:
'tclinkscales'
Subject:
RE Coastal Carolina ENT
Tim,
Yohol Thanks for the response on these matters. The drawings look good.
Also, item #2 has been confirmed by Kelly and from Vincent
On item #4, Chris helped clarify some issues but there is still a discrepancy in the calculations. Please explain difference
between 8,225 cf in Step 3 and 7,867 cf in stage -storage calcs. for PP volume. Also, please explain difference in 1,595 cf
in Step 3 and 1,454 cf in stage -storage calcs. for provided forebay volume It appears that the required forebay volume
should be 7,867 cf x 0 2 = 1,573 cf Please confirm.
Finally, I still need clarification on other items in the Add Info Letter. Please advise as soon as you can.
Thanks and have a great weekend
Steve Pusey
Environmental Engineer
NC DENR - Division of Water Quality
Surface Water Protection
Tel: [phone] Fax: [phone]
E-mail: [e-mail]
Please note email address has changed.
E-mail correspondence to and from this address may be subject to the NC Public Records Law and maybe disclosed to third parties
From: tclinkscales [mailto:[e-mail]
Sent: Friday, July 10, 2009 11:57 AM
To: Pusey, Steven
Subject: RE: Coastal Carolina ENT
Steve,
I am sending you a pdfs of the drawings for the Doctors office with the correct location of the FES, the new flow path and
baffler and dimensions for the site plan Will you let me know if this is what you need for review Also the address for Dr
Kenyon is 333 Jefferson Street Whiteville NC 28472 Have you got the answer for #2 from Kelly and again #4 Chris took
care in the initial phone call a few weeks back If you have questions give me a call to discuss Thanks
Tim
Tim Clinkscales, PE
DA RAMOUNTE
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201

Wilmington, INC 28403
OFFICE [phone]
FAX [phone]
www oaramounte-eng com
From: Pusey, Steven [mailto:[e-mail]]
Sent: Tuesday, June 30, 2009 6:01 PM
To: tclinkscales
Subject: Coastal Carolina ENT
Tim,
Here's a 'head's up" on my Add Info. Letter for the subject project. Please give me a
call if you have any questions. See text below:
June 30, 2009
Dr. Erik Kenyon, Registered Agent
Coastal Landmark Properties, LLC
850 Sunset Blvd N.
Sunset Beach, NC 28468
Subject: Request for Additional Information
Stormwater Project No. SW8 090509
Dr. Erik Kenyon Coastal Carolina ENT, PA
Brunswick County
Dear Dr Kenyon:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Coastal Carolina ENT, PA on May 7, 2009 A preliminary in-depth review of that
information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
Please check your calculations and provide the minimum Length to Width ratio of 1.5:1,
and Flow Path ratio of 3.0.1 in the wet detention pond.
2 A soils report for all engineered systems and curb outlet swale systems is required The
report should contain the estimated Seasonal High Water Table elevation at each
proposed BMP location reported in FMSL, not as a depth below existing ground (BEG).
If it's reported as a depth BEG, the bore map must include the existing ground elevation
at each bore location For infiltration basin, trench and open -bottom sand filter projects,
the report should include the sod type and expected infiltration rate
3. Report depths for sediment cleanout on page 3 of the O&M Agreement for both the main
pond and the forebay. Please note that a depth is not an elevation
4. The calculated total pond volume and forebay volume shown in Step 3 of NC DENR
Retention Requirements do not match the amounts listed in the Supplement or those
shown in the single -stage storage calculations for the wet pond Please make
corrections and revise documentation as needed

5 On Application page 2, the receiving stream classification should be noted as "C, Sw;
HQW" with Index No "15-25-2-9-3". Please revise.
6. Please provide more dimension details for the roads and parking areas, including radii and
sidewalk widths.
7. Values for drainage area and site area are inconsistent The county records indicate a site
area of 1.51 acres. Your application shows 1.54 acres, and the supplement shows 1 5
acres Please revise documentation as needed.
8. Values for impervious area are inconsistent. The amounts listed on your plans total up to
35,374 sf Your application shows 35,700 sf, and the supplement shows 35,603 sf
Please revise documentation as needed.
9. 1-yr, 24-hr rainfall depth is listed as 6.5 inches which seems high. Please check and revise
if necessary.
10. Please show your calculation of peak flow for the 1-yr, 24-hr storm, for both pre and post
development As per BMP manual Sec 3.2, the Division believes the Rational method
is the most applicable to drainage areas of 20 acres or less. If you can prove your
method is more conservative, we will gladly approve it.
11.The number listed on the supplement for storage volume discharge rate, 0 46 cfs, does not
match your calculations, 0 01 cfs Please revise as needed.
12 Please revise pond section detail to show markings for SHWT elevation, and 3:1 slope
above the vegetated shelf
13 Please show a detail breakout with dimensions for each line and arc formed by the
permanent pool contour.
14 Drawings show the pond inlet pipe apparently short-circuiting the forebay Please revise or
explain.
15. Please remember that a change to one number may have a domino effect on other
numbers Please check all plans, calculations and forms and make changes as needed.
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 July 30, 2009 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.
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.
3

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].
Sincerely,
Steve G. Pusey
Environmental Engineer
Steve Pusey
Environmental Engineer
NC DENR - Division of Water Quality
Surface Water Protection
Tel: [phone] Fax: [phone]
E-mail: Steven. Pusev(o)ncdenr.gov
Please note email address has chanced.
E-mail correspondence to and from this address maybe subject to the NC Public Records Law and may be disclosed to third parties
Email correspondence to and from this sender is subject to the N C Public Records Law and may be disclosed to thud parties

11
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].
Sincerely,
Steve G. Pusey
Environmental Engineer
Steve Pusey
Environmental Engineer
NC DENR - Division of Water Quality
Surface Water Protection
Tel: [phone] Fax: [phone]
E-mail: Steven. Pusev(ancdenr.aov
Please note email address has chanoed.
E-mail correspondence to and from this address maybe subject to the NC Public Records Low and maybe disclosed to third parties
Email correspondence to and from this sender is subject to the N C Public Records Law and may be disclosed to third parties

4
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
June 30, 2009
Dr Erik Kenyon, Registered Agent
Coastal Landmark Properties, LLC
850 Sunset Blvd N
Sunset Beach, NC 28468
Division of Water Quality
Coleen H Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 090509
Dr. Erik Kenyon Coastal Carolina ENT, PA
Brunswick County
Dear Dr Kenyon
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Coastal Carolina ENT, PA on May 7, 2009. A preliminary in-depth review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review
1 Please check your calculations and provide the minimum Length to Width ratio of
1 5 1, and Flow Path ratio of 3 0 1 in the wet detention pond
2 A soils report for all engineered systems and curb outlet swale systems is
required The report should contain the estimated Seasonal High Water Table
elevation at each proposed BMP location reported in FMSL, not as a depth below
existing ground (BEG) If it's reported as a depth BEG, the bore map must
include the existing ground elevation at each bore location For infiltration basin,
trench and open -bottom sand filter protects, the report should include the soil
type and expected infiltration rate.
3 Report depths for sediment cleanout on page 3 of the O&M Agreement for both
the main pond and the forebay Please note that a depth is not an elevation.
4 The calculated total pond volume and forebay volume shown in Step 3 of NC
DENR Retention Requirements do not match the amounts listed in the
Supplement or those shown in the single -stage storage calculations for the wet
pond Please make corrections and revise documentation as needed.
5 On Application page 2, the receiving stream classification should be noted as "C,
Sw; HQW" with Index No 15-25-2-9-3" Please revise
6 Please provide more dimension details for the roads and parking areas, including
radii and sidewalk widths
7 Values for drainage area and site area are inconsistent The county records
indicate a site area of 1 51 acres Your application shows 1 54 acres, and the
supplement shows 1 5 acres Please revise documentation as needed
8 Values for impervious area are inconsistent The amounts listed on your plans
total up to 35,374 Elf. Your application shows 35,700 sf, and the supplement
shows 35,603 sf Please revise documentation as needed
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone [phone] FAX [phone] Customer service 1-877-623-6748 NorthCarolina
Internet www ncwaterquallty org Natu �ry / f
An Equal Opportunity l Affirmative Acton Employer fi K{K`({�

Dr. Kenyon
June 30, 2009
Stormwater Application No SW8 090509
1-yr, 24-hr rainfall depth is listed as 6.5 inches which seems high. Please check
and revise if necessary
10. Please show your calculation of peak flow for the 1-yr, 24-hr storm, for both pre
and post development As per BMP manual Sec 3 2, the Division believes the
Rational method is the most applicable to drainage areas of 20 acres or less If
you can prove your method is more conservative, we will gladly approve it
11 The number listed on the supplement for storage volume discharge rate, 0 46
cfs, does not match your calculations, 0 01 cfs Please revise as needed
12 Please revise pond section detail to show markings for SHWT elevation, and 3 1
slope above the vegetated shelf
13. Please show a detail breakout with dimensions for each line and arc formed by
the permanent pool contour
14 Drawings.show the pond inlet pipe apparently short-circuiting the-forebay
Please revise or explain
15 Please remember that a change to one number may have a domino effect on
other numbers Please check all plans, calculations and forms and make
changes as needed
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 July 30, 2009 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
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]
Sincerely,
A
Stevee /�
Environmental Engineer
GDS/sgp S \WQS\STORMWATER\ADDI NFO\2009\090509 jun09
cc Tim Clinkscales, PE - Paramounte Engineering, Inc
Steve Pusey
Wilmington Regional Office Stormwater File
Page 2 of 2

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H Sullins Dee Freeman
Governor Director Secretary
June 30, 2009
Dr Erik Kenyon, Registered Agent
Coastal Landmark Properties, LLC
850 Sunset Blvd N
Sunset Beach, NC 28468
Subject: Request for Additional Information
Stormwater Project No. SW8 090509
Dr. Erik Kenyon Coastal Carolina ENT, PA
Brunswick County
Dear Dr Kenyon
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Coastal Carolina ENT, PA on May 7, 2009 A preliminary in-depth review of that
information has determined that the application is not complete The following information is
needed to continue the stormwater review
d 1 Please check your calculationps-and provide the minimum Length to Width ratio of
/ 1.5.1, and Flow Path ratio oU3�-1 in the wet detention pond
/ u, 0 A soils report for all engineered systems and curb outlet swale systems is
ttV// requlrea The report should contain the estimated Seasonal High Water Table
4Uvl elevation at each proposed BMP location reported in FMSL, not as a depth below
V/ I existing ground (BEG) If it's reported as a depth BEG, the bore map must
include the existing ground elevation at each bore location For infiltration basin,
trench and open -bottom sand filter projects, the report should include the soil
type and expected infiltration rate
3 Report depths for sediment cleanout on page 3 of the O&M Agreement for both
the main pond and the forebay Please note that a depth is not an elevation
4OThe calculated total pond volume and forebay volume shown in Step 3 of NC
DENR Retention Requirements do not match the amounts listed in the
Supplement or those shown in the single -stage storage calculations for the wet
pond Please make corrections and revise documentation as needed
On Application page 2, the receiving stream classification should be noted as "C,
// Sw, HQW" with Index No "15-25-2-9-3". Please revise.
1(6 Please provide more dimension details for the roads and parking areas, including
radii and sidewalk widths
O Values for drainage area and site area are inconsistent The county records
indicate a site area_ f ] 51 acres Your application shows 1 54 acres, and the
supplement shown 1 5 act Please revise documentation as needed
Values for impervious area are inconsistent. The amounts listed on your plans
total up to 35,374 sf Your application shows 35,700 sf, and the supplement
shows 35,603 sf. Please revise documentation as needed
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1��One L. 1
Phone [phone] FAX [phone] Customer Service 1.877-623-6748 1 orth CaYo11113
Internet v ncwaterquality org Naturally
ka ura l y
An Equal Opportunity 1 A7➢rma dive Action Employer (/ V `!4! K((

Dr Kenyon
June 30, 2009
Stormwater Application No SW8 090509
09 1-yr, 24-hr rainfall depth is listed as 6.5 inches which seems high Please check
and revise if necessary
10. Please show your calculation of peak flow for the 1-yr, 24-hr storm, for both pre
and post development As per BMP manual Sec 3 2, the Division believes the
Rational method is the most applicable to drainage areas of 20 acres or less If
you can prove your method is more conservative, we will gladly approve it
11 The number listed on the supplement for storage volume discharge rate, 0 46
cfs, does not match your calculations, 0 01 cfs Please revise as needed
12 Please revise pond section detail to -show markings for SHWT elevation, and 3 1
slope above the vegetated shelf
13 Please show a detail breakout with dimensions for each line and arc formed by
the permanent pool contour
/14 Drawings show the pond inlet pipe apparently short-circuiting the forebay
Please revise or explain
15 Please remember that a change to one number may have a domino effect on
other numbers Please check all plans, calculations and forms and make
changes as needed
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 July 30, 2009 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
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 protect 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 steven pusey@ncdenr gov
Sincerely,
Stevee A �/
Environmental Engineer
GDS/sgp S\WQS\STORMWATER\ADDINFO\2009\090509tun09
cc: Tim Clinkscales, PE - Paramounte Engineering, Inc
Steve Pusey
Wilmington Regional Office Stormwater File
Page 2 of 2

t.,ftGle(s) Subject (check all that apply):
❑ 1995 Coastal 0�008 Coastal ❑ Phase If ❑ Universal
,.Paperwork:
CJ'lCheck for $505 (must be no older than 6 months)
❑Application form with correct/original signatures (original plus 1 copy) If Corporation or LLC also
cf Print the info from the NCSOS
ol� Either, 1 ) The applicant is listed on the NCSOS with his/her correct title or, 2 ) A notarized letter of
authorization has been provided
C9�Supplements (1 original per BMP) BMP type(s) �%1 ?ONp no 1 s
LSO&M with correctloriginal signatures (1 original per BMP, except level spreaders/filter strips and swales)
N(P ❑ Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
C9 Soils report identifying the SHWT ae& v Vc e_;5 l �1
3-I upporting calculations, signed & sealed (if nec@@ssary)
(Y' Receiving stream classification C�SC, N'pW , If SA or ORW also
o SA USGS topo map with the site, the receiving waters and the % mile radius shown to scale
o ORW 575 ft of MHWL for Area of Environmental Concern and max BUA per rule
t-/q ❑ Modifications 1 ) If built. Designers Cent, 2 ) If partially built Partial Cent, 3 ) If not built No Cert needed
development Type (check all that apply):
❑ Residential or Q.Commercial Deed restrictions match?
❑ Subdivision or MSingle Lot rJ4 ❑ Deed restrictions match?
CYHigh Density or ❑ Low Density ❑ Deed restrictions match?
❑ Offsite project ❑ Redevelopment ❑ Modification ❑ Exempt
Njtk NCG02 (bulkhead) ❑ NCG03 (clear/grade) ❑ NCG04 (linear)
Zsity:
CJ�,.{�BUA calcul b4.ons include common areas, clubhouse, sidewalks, etc
Lr BUA % 4 Matches high/low density requirement for rule and receiving stream class
M-. No obvious math errors
3-'If High Density Design storm correct for rule and receiving stream class
VKans, signed and sealed (2 sets):
a -Iwo sets received CYLayout (with proposed BUA dimensions)
�radingDrainage area map (all HD systems & curb outlet swales)
unity map O-15roject Boundaries 3-legend
L7 Wetlands
o Delineated on plans b-�No wetlands onsite" on plans Pkkv\
2 Detaiills�
0].3nads oul-de-sacs oCurbing o�ewalk
Offsite Projects: BMPs/ Level spreaders/ Filter strips/ Curb outlet swales >�Buildings (Apts or Condos)
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project
el Deed restrictions have been recorded and a copy submitted for the Offsite BMP permit
❑ Lot size has not changed from what was approved under the Master Plan
❑ Correct lot number is referenced on the supplement form
Offsite system is in compliance with its permit, if known
Infiltration Projects:
I'M l Soils report SHWT, soil type, and expected infiltration rate are provided
DWQ has conducted a site visit? Date
vVilet Po_nosPermanent Pool Meets One of the Following:
L7 Is located no lower than 6" below the estimated SHWT --)k �6e
❑ Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions
Decision (check one):
❑ Complete Return file to adman (Jo Casmer) to log in (Stamped in received date = BIMS date)
❑ Slightly incomplete E-mail consultant, request information to be returned within one business day (24 hours after
request Info requests on Friday, allow a return on the following business day) If info not returned, issue an
application return letter and give everything to adman (Add info received date = BIMS date)
❑ Substantially incomplete Issue an application return letter and give everything to adman

PARAMOUNTE
E N G I N E E R I N G, I N (--
9 9 9 1 1 OLEANDER D R I V E, S U I T E 2 0 1
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)
1. F. T T F R f) F T R n rT c A4 r� m A i
To:
NCDENR-Land Quality Section
Date
1 5/6/09
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Dr Ken on's Office
Attn:
Regular Tract
Project No.
09103 PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
he followi items
Quantity
Date
Dwg. No.
Description
2
4/22/09
Plans (Prclimmary Design — Not Released For Construction)
2
Stormwatcr Narrative
1
Ownership Informanon
1
Check #2883 (S505)
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Revicw and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Make Correcnons Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
emazks
Tim Clinkscales, PE

pARAMOUNTE
E N G I N E E R I N G, I N C
May 6, 2009
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Response Submittal: Dr. Erik Kenyon - Coastal Carolina Properties, LLC
To Whom it May Concern
Enclosed is the resubmittal package for Coastal Carolina Properties. We have addressed the seasonal high water table
issues and placed the other items (wetlands note and curb detail) on the plans Please let us know of anything else that
may be required
Sincerely,
Paramount ngrneering, Inc.
_2:0
Tim Clinkscales, PE
& NY 0
7?009
5 9 1 1 O L E A N D E R D R I V E, 5 T E 2 O 1. W I L M 1 N 6 T D N, N C 2 9 4 O 3
P H ( 9 1 0) 7 9 1- 6 7 0 7 F A ( 9 1 0) 7 9 1- 5 7 6 0

Dr Erik Kenyon Site
Subject: Dr Erik Kenyon Site
From: Vincent Lewis <Vmcent Lewis@ncmail net>
Date: Mon, 04 May 2009 13:06:32 -0400
To: [e-mail]
Kelly,
A site evaluation was done on Dr Erik Kenyon's Site
The soil had a 35 inch seasonal high water table and the ditch was 40 inches deep.
The soil was not a Norfolk loamy sand, but similar to a Noboco loamy sand.
Vincent Lewis
Uv�IEI @ kZ - 43 rns L
• SH I,.S(@ 3a1- �40 wins 1
!�,Qq\tevojv� sa�s 3q S �msL �siv
1 of 1 5/4/2009 1 57 PM

RE Dr Kenyon's Office, State Stormwater Permit
SubJem RE or Kenyon's Office, State Stormwater Permit
From"tclmkscales"<tchnkscales@paramounte-eng com>
Date Man, 4 May 2009 09 54 25 -0400
To "Kelly Johnson"<kelly pJohnson@ncmail net>
CC: "Linda Lewis" <lmda lewis@nemml net>, "Georgette Scott" <Georgette Scott@ncmml net>, "Rick Shiver" <Rick Shiver@ncmad net>, "Vincent Lewis"
<Vincent Ixwts@ncmail nev>
I will give Vincent a call to discuss but the owner and myself are reserving the May 12th meeting date
Thanks
Tim
Tim Clinkscales, PE
PARAMOUNTE
PARAMOUNTE ENGINEERING, INC
591 1 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE [phone]
FAX [phone]
www oaramounte-eng com
From: Kelly Johnson [mailto:[e-mail]]
Sent: Monday, May 04, 2009 8:32 AM
To: tclinkscales
Cc: Linda Lewis; Georgette Scott; Rick Shiver; Vincent Lewis
Subject: Re: Dr. Kenyon's Office, State Stormwater Permit
Tim,
I have discussed this with our soil scientist, Vince Lewis. He disagrees that the SHWT can be found
through qualitative estimation based on the ditch location for this site. If you have technical questions
about this determination, I would encourage you to talk to Vince, as I do not profess to be an expert in
soils. Vince will be in the office today, but then will be on leave or otherwise out of the office for a
couple of weeks.
Kelly
tclinkscales wrote:
I again appreciate everyone looking at such To answer your question Linda, enclosed is the data that explains
when the data was compiled As far as the information obtained from the site, we use this information as an aid
to verify what the soils books tell us and our field observations Also since most if not all of our ponds are very
close to our outfalls, the outfall elevation should be able to be used in reasonably establishing the elevation of the
seasonal high water table for wet ponds We believe this is the case because if we take the outfall elevation as
our permanent pool elevation (PPE) and our ponds are close to our outfall, the seasonal high water table can not
be above the existing grade of the outfall, therefore meeting the rules For this site in particular, the ditch was
not considered jurisdictional, therefore to be conservative we added 0 5' above the outfall elevation to set our
PPE and since the pipe is only 14 feet from the ditch, therefore the PPE that we have established should meet
the rules of being at least 6" below the PPE
We understand this approach for establishing seasonal high water table is only used for wet ponds and true field
data from a soil scientist is needed for any infiltration devices because these systems need both depth and rates
to meet the statue law established by the legislature Thanks again and have a good day
Tim
l of 7 5/8/2009 12 36 PM

RE. Dr Kenyon's Office, State Stormwater Permit
Tim Clinkscales, PE
PARAMOUNTE
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE [phone]
FAX [phone]
www oaramounte-ena com
From: Kelly Johnson[mailto:[e-mail]
Sent: Friday, May 01, 2009 10:19 AM
To: Kelly Johnson
Cc: tclinkscales; Linda Lewis; Georgette Scott; Rick Shiver; Vincent Lewis
Subject: Re: Dr. Kenyon's Office, State Stormwater Permit
Tim,
I sat down with our soil scientist, Vince Lewis, this morning to discuss this project to see if we could
come to some expedient resolution about using the NRCS data rather than site specific data. We went
through the plans, and the soils data provided and he looked at the slope of the land and NRCS soil
permeability in relation to the pond's location. The permeability for Norfolk soils is 0.6-2.0 in/hr and
the SHWT ranges from 4-6 feet. It was determined that the NRCS information provided is too general
to use for establishing the SHWT for the pond's location. Vince offered to discuss this with you if you
are interested, 796 7378.
Kelly
Kelly Johnson wrote -
Tim,
Unfortunately, May 12th is the earliest meeting date available.
Kelly
tclinkscales wrote:
I appreciate your quick response but if anyway possible, the client would like to schedule meeting at any earlier
date because they are ready to move forward on the project Also I am enclosing another piece of soils
information I have collected from the NCRS website It states the depth to water table is 122 cm (48 Inches)
which is well within the requirements for wet ponds Please let me know of a quicker meeting date can be
established so I can give the client the Information Have a good day
1117n
Tim Clinkscales, PE
PARAMOUNTE
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE [phone]
FAX [phone]
www oaramounte-ena com
2 of 7 5/8/2009 12 36 PM

RE Dr Kenyon's Office, State Storrwater Permit
From: Kelly Johnson[mailto:[e-mail]]
Sent: Thursday, April 30, 2009 1:09 PM
To: tclinkscales
Cc: Linda Lewis; Georgette Scott; Rick Shiver
Subject: Re: Dr. Kenyon's Office, State Stormwater Permit
Tim,
Are you available to discuss the soil requirements on May 12th at 1 Oam?
Kelly
tclinkscales wrote:
We again need a meeting to discuss, this approach is totally against
what we have placed in the hands of reviewers in the past and the agreed
upon approach. Everyone's attitude about minor changes being redone in
24 hours is very unfortunate, what would happen if someone was out of
town, sick, or their email was down, they would have no way to check
such and resubmit in the time required. On this one, I did see the
comments, but I do have meetings, other projects and such and would
expect more than one day to resubmit. I understand we always seem to
come back to the same place with all of my reviews but I am only
following the standard that has been placed in front of me on past
projects and logical engineering judgment. Does the department
understand or even care about the prices that are associated with the
kind of information you are requesting. Our designs take into account
protecting the environment but using sound logic. I can rant and rave
for pages on pages but the bottom line is, developers are continueing to
be hammered by more and more costs, this is another project where the
developer wants to start the project, create tax revenue, jobs for his
practice, and jobs for all the workers who build the infrastructure. I
understand this is not the reason to permit the design given, but it
meets the intent of the rules, it is not to say it is perfect and
comments may be needed to clarify things but the intent of the design is
sound and within the regulations of your rules and sound engineering
judgment. I again am getting something sent back to our client for
such, I can not say I have been patient but we have discussed such in
the past and meets your internal policies and the statute law. Please
let me know of a good time to meet to discuss. Have a good day.
Tim
Tim Clinkscales, PE
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
FAX: [phone]
www.paramounte-eng com
-----Original message -----
From: Kelly Johnson [mailto:[e-mail]]
Sent: Wednesday, April 29, 2009 1:32 PM
To: tclinkscales
Cc: Linda Lewis
Subject: Re: Dr. Kenyon's Office, State Stormwater Permit
Tim,
I discussed the SHWT issue with staff. I understand that the current
application based the SHWT on field observation and NRCS soil
3 of 7 5/8/2009 12 36 PM

RE, Dr Kenyon's Office, State Stormwater Permit
c
information in combination with the elevation of a ditch located at the
back of the property. However, the elevation of the SHWT must be
determined through soil indicators found through site specific testing.
Also, I appreciate the email yesterday containing the sidewalk and curb
details and a note that the "no wetlands on site" note would be added.
Perhaps I should clarify for future submittals that the intention of the
completeness review is to identify and acquire information that was
either omitted from the package or to correct small issues that can be
handled "quickly" within about 24 hours. These items should be
submitted in a complete form, meaning that plans should be
stamped/sealed and and notes requested should be added (as opposed to
providing an email that they would be added in the future). I typically
work with people if they need the day to make the small changes and then
need time to drop it off the following day, but I do need the finished
product in hand "quickly" so that we can accept it into the review
process and it can be assigned to an engineer.
Unfortunately, due to the need for SHWT data I will have to return the
application. The attached letter will be mailed today.
Kelly
tclinkscales wrote
Kelly,
In response to your comments from below.
1. Based on previous meetings with Linda/Mary Jeane, the seasonal
high
water table for ponds can be based on field observation and or soils
information, without the need for a soils scientist to obtain in soil
borings or prepare a report for such. We choose our permanent based
on
the outfall elevation at the northwest corner of the property being
around elevation 39.5. Since the ditch in the back of the property
was
not determined to be jurisdiction and during our site visit was empty,
we have taken the seasonal high water table to be a maximum of 6
inches
above the bottom of the ditch, at elevation 40. We believe this is a
conservative value since the soils map says for Norfolk type soils the
depth to high water table is greater than 6 feet.
2. Enclosed is the detail for both the sidewalk and curb
3. A note will be added to the note page that reflects such.
4 of 7 5/8/2009 12 36 PM

RE Dr Kenyon's Office, State Stormwater Permit
Please let me know of any additional information you may need and if
required can provide you the updated sheets as requested. Sorry did
not
get back to you this afternoon but was in meeting during the middle of
day. Thanks for your time and have a good night.
Tim
Tim Clinkscales. PE
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite�201
Wilmington, NC 28403
OFFICE. [phone]
FAX: [phone]
www. paramounte-eng.com
-----Original Message -----
From: Kelly Johnson [mailto:[e-mail]]
Sent: Monday, April 27, 2009 1:36 PM
To. tclinkscales
Subject: Dr. Kenyon's Office, State Stormwater Permit
Tim,
We received your application and I have gone through it briefly to
ensure that we have all of the required information. I have a few
questions for you:
1.) SHWT. The supplement says that both the permanent pool and the
SHWT
are at 40fmsl, but I do not see any soils information discussing SHWT.
Can you send me that? (Also, FYI, the Central Office has now
published
more SHWT guidance,
h_ttp://h2o.enr.state.nc.us/su/documents/PondSHWT Original pdf.)
2.) Details: Can you send me any associated details such as the
sidewalk and curbing?
3.) Wetlands: I see the letter from Donald Beale about the preliminary
404 determination and that the site has uplands, but I need to see "no
wetlands on site,, on the plans. Is there such a statement on the
5 of 7 5/8/2009 12.36 PM

RE- Dr. Kenyon's Office, State Stormwater Permit
plans
already? I don't see it, but there is a lot of information so maybe I
am missing it
You probably already know that we do two levels of review for each
project. When we first receive it we go through it to make sure we
have
everything, which we call the "completeness review". If we are
missing
any information, we request that we receive it within 24 hours. If we
are not able to obtain the information within 24 hours we return the
application. If all of the data is received, we accept the project
and
it is assigned to a review engineer for the technical review.
These are fairly minor items that were probably just inadvertently
omitted. Can you provide these three items within 24 hours?
Thanks,
Kelly
Kelly Johnson
Environmental Engineer
NC Department of Environment and Natural Resources
Surface Water Protection Section
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7345
Fax: [phone]
6 of 7 5/8/2009 12 36 PM

RE Dr Kenyon's Office, State Stormwater Permit
E-mail correspondence to and from this address may be subject to the North Carolina
Kelly Johnson
Environmental Engineer
NC Department of Environment and Natural Resources
Surface Water Protection Section
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7345
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina
Kelly Johnson
Environmental Engineer t
NC Department of Environment and Natural Resources
Surface Water Protection Section
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 26405
Office: 910.796.7345
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina
Kelly Johnson
Environmental Engineer
NC Department of Environment and Natural Resources
Surface Water Protection Section
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7345
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina
7 of 7 5/8/2009 12.36 PM

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 29, 2009
Dr Erik Kenyon
Registered Agent
Coastal Landmark Properties, LLC
850 Sunset Blvd, North
Sunset Beach, NC 28468
Subject: APPLICATION RETURN
Project Name: Dr. Erik Kenyon Coastal Carolina ENT, P.A.
Location/County: Brunswick County
Dear Dr Kenyon
On April 23, 2009, the Division received an incomplete stormwater application for the project
listed above The application and check number 2883, in the amount of $505 are being returned
because the package lacked the necessary elements to accept it for review The following
information is needed to accept the application for review
® Two sets of signed and sealed plans
• Please submit signed and sealed plans showing details of the sidewalk and curb
Your engineer provided the details via email yesterday to support the initial review
process, but an official signed and sealed version must be received before a permit
can be issued. Please submit this plan in your resubmittal.
• 1 understand from discussions with your engineer that there are no wetlands on site
Please add a statement the statement "no wetlands on site" to the plans.
® Please submit the necessary testing results for the elevation of the seasonal high water
table (SHWT) I understand that the current application based the SHWT on field
observation and NRCS soil information in combination with the elevation of a ditch
located at the back of the property However, the elevation of the SHWT must be
determined through soil indicators found through site specific testing.
❑ A completed and signed permit application Original signature required
❑ The appropriate supplement form
❑ Sealed design calculations
❑ A signed Operation and Maintenance Plan
❑ The required permit fee of $505 00.
Please visit DWQ's website at http //h2o enr state nc us/su/bmp forms htm to download the
latest available forms Please provide the requested information and return the package to the
address below
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone [phone] FAX [phone] Customer Service 1-877-623-6748
Internet xM1vvv rimaterquaiity, org
An Equal Oppor unity 1 Affirmative Action Employer
NorthCarolina
Naturally

Dr Erik Kenyon Coastal Carolina ENT, P A
April 29, 2009
t
If you have any questions, please do not hesitate to call me at [phone] or email me at
Kelly p.Johnson@ncmail net
*Jo
Environmental Engineer
GDS/KPJ S \WQS\STORMWATER\RETURN\Dr Erik Kenyon Office apr09
cc Tim Clinkscales, PE, Paramounte Engineering
Wdmmgton-Regional-Office- --tle
Page 2 of 2

ame:
Project Received Date, a3 (ip9i v_ 9c7a9 I Accepted(Rejected,,(trrcle one) j
j Project Location.ui,et< I Add info 0equiredl Date received:
5
'x,=
Rule(s) Subject (check all that apply):
❑ 1995 Coastal C9'2008 Coastal ❑ Phase II ❑ Universal
PaperwoJJk:
3'Check for $505 (must be no older than 6 months)
❑-pplication form with correct/onginal signatures (original plus 1 copy) If Corporation or LLC also
&,�Pnnt the info from the NCSOS
p/Either, 1.) The applicant is listed on the NCSOS with his/her correct title or, 2 ) A notarized letter of
authorization has been provided.
3---supplements (1 original per BMP) BMP type(s) (SET Yw4_ 06%- no
5,O&M with correct/original signatures (1 original per BMP, except level spreaders/filter strips and sw la es)
N/P,p Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) oemax
ro o Proposed Declaration of Covenants and Restrictiond nota
--) ❑ Soils report identifying the SHWT Sgw{g '`tMN ?equm H �RE 2 av�
Supporting calculations, signed & sealed (if necessary)
WVReceiving stream classification c vJ If SA or
o SA USGS topo map with the site, the receiving wthe ile radius shown to scale
o ORW. 575 ft of MHWL for Area of Environmental max BUA per rule
a1P ❑ Modifications 1 ) If built Designer's Cert , 2 ) If partially buert , 3 ) If not built No Cent needed
,development Type (check all that apply):
❑ Residential or O'Commercial ed restrictions match?
❑ Subdivision or OlSingle Lot ed restrictions match?
High Density or ❑ Low Density ed restrictions match?
OtfQ Offsite project ❑ Redevelo me
%Q NCG02 (bulkhead) ❑ NCG03 (c;
,Density:
121�BUA calculations include common areas, c
B3 BUA % S 4•y , Matches high/low
3'No obvious math errors
5X'lf High Density D
sign Plans, ed and se d (2 s
C�Tw� sets recei ed
C�C;rading
�vianity map
❑ Wetlands
❑ dification ❑ Exempt
❑ WG04 (linear)
sidewalks, etc
gWrement for rule and receiving stream class
correct for rule and receiving stream class
oposed BUA dimensions) (" Luwl, r
map (all HD systems & curb outlet swales)
Ines 2'1'egend
o Delineatkd on plans tlands onsite" on plans
❑ Details
?� ads Cul-de-s s � o Curbing � o Sidewalk
V BMPs/ Level spreaders/ Filt strips/ Curb outlet swales `Buildings (Apts or Condos)
Offsi a Projects:
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project
❑ Deed restrictions have been recorded and a copy submitted for the Offsite BMP permit
t3 �� ❑ Lot size has not changed from what was approved under the Master Plan
❑ Correct lot number is referenced on the supplement form
❑ Offsite system is in compliance with its permit, if known
Infiltration Projects: S �JsS
�❑ Soils report: SHWT, soil type, and expected infiltration rate are provided 3
�� �❑ DWQ has conducted a site visit? Date rjP
Wet Ponds: Permanent Pool Meets One of the Following:
PID
Is located no lower than 6" below the estimated SHWT
,,ko Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions.
Decision (check one):
❑ Complete* Return file to admin (Jo Casmer) to log in (Stamped in received date = BIMS date)
❑ Slightly incomplete E-mail consultant, request information to be returned within one business day (24 hours after
request Info requests on Friday, allow a return on the following business day) If info not returned, issue an
application return letter and give everything to admin (Add info received date = BIMS date)
❑ Substantially incomplete Issue an application return letter and give everything to admin.

I

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh. NC 27626-0622 [phone]
CORPORATIONS
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Date 4/27/2009
Click here to
View Document Filings I Sign Up for E•Notifications 1
11 Print apre•populated Annual Report Form I Annual Report Count I File
an Annual Report I
Corporation Names
Name Name Type
NC Coastal Landmark Legal
Properties, LLC
Limited Liability Company Information
SOSID•
0762319
Status:
Current -Active
Date Formed:
1/20/2005
Citizenship:
Domestic
State of Inc : NC
Duration: Perpetual
Registered Agent
Agent Name,
Kenyon, Enk
Registered Office Address:
333 Jefferson Street
Whiteville NC 28472
Registered Mailing
333 Jefferson Street
Address:
Whiteville NC 28472
Principal Office Address:
333 Jefferson Street
Whiteville NC 28472
Principal Mailing Address:
333 Jefferson Street
Whiteville NC 28472
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=7680548 4/27/2009

-PARAMOUNTRO APR 2 3 2009,
E N G I N E E R I N G. I N C
9 9 9 1 1 O L E A N D E R D R I V E S U I T E 2 0 1
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( 0) 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-L on
Date
1 4/23/09
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Dr Kenyon's Office
Attn:
Regular Tract
Project No.
1 09103 PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® plans
❑ Specifications
® Other as fisted below
he following items:
Quantity
Date
Dwg. No.
Description
2
4/22/09
Plans (Prehmmary Design— Not Released For Construction)
2
Stormwater Narrative
1
Ownership Information
1
Check #2883 (S505)
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
enon Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Subttutted ❑ Other *-
Remarks: ^
_ nnnn

NORTH CAROLINA GENERAL
Excise Tax $380 00
Parcel ldeoofier No 18?0009203
By
��O[��Illt�llllill1111111111111111111111r pf O5tJfl3,o.If °�2
Mach
Heber! S Roltnaon ne9btr of
r ;yts, f(C pfiVEHUE STPM 21 4S2B020 Brunau(a1a9219)Y HC
- _Finanae__
arA Oaa
gcgna
WARRANTY DEED
Thu utstwoent was prepared by LILES & GODBEY, P C , 6406 BEACH DRIVE SW, OCEAN ISLE BEACH, NC 28469
THIS
PALM VENTURES. LLC . A NORTH CAROLINA LIMITED I COASTAL LANDMARK PROPERTIES, LLC,
LIABILITY COMPANY A NORTH CAROUNA LIMITED LIABILITY
P O BOX 4068 621 WEDGEWOOD
CALABASH. NC 28467 WHITEVILLE, NC 28472
The deugoabon Grantor and Grantee as used bare
surgular, plural, nuaculme, feminine or neuter as
and assigns, and shall include
WITNESSEFH, that the Cmnmr, fm a valuable considembon pardby the Gnniq the feet" ofwbich u hereby acknowledged,bu
and by rhea, presebb does gout, bagam, sea and coovey trot, the Grantee m fee surgk, as thatcet4m W or parcel of landsmirted
m the City of SHALLOTTF. Towmbrp, BRUNSWICK Coimty,NorthCualmand
rrme particularly descnbed at follows !
BEING ALL OF TRACT 1 AS SHOWN ON IAT MAP PREPAREDSY/-OVE M NORRIS. R L.S , DATED
SEPTEMBER 30. 1985 AND ENTITLED, "SURfE FO (F 1ytEI1WeJAMES E HARDY, JR "AND
RECORDED IN MAP CABINET Q. AT PgGb 3, OlT3ESWICK COUNTY REGISTRY
U U\1 v�nA70 80MOPPIRZ7AL
The property bereimbove described wu acquved by Grantor y = �ntlraorded m Book page
A map showing the above desrnbed properly u recorded to Plat Book page
NC Bar Auectabon Form No L3 ® 1976, Revved ® 1977, 2002
Ported by Agreemrnt mtb the NC Bar Assocuhon- 1981 SoflPro CorpomM4 333 E Su Forks Rd., Raleigh, NC 27609
fl//M
�z�xvED
APR 2 3 2009
BY:

Dr Kenyon's Office
BRUNSWICK COUNTY, NC
DESIGN AND STORMWATER NARRATIVE
Prepared for -
Coastal Landmark Properties, LLC
333Jefferson Street
WHITEVILLE, NC 28472
Prepared by:
PARAMOUNTE
E N G I N E E F2 I N G I N C
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
Project 09103.PE
April 2009

Dr. Kenyon's Office
BRUNSWICK COUNTY, NORTH CAROLINA
Protect 09103TE
Table of Contents
Design Narrative
Maintenance
Erosion and Sedimentation Control Specification
NC DENR Calculations
General Stormwater Information
Brunswick County Soils Map
USGS Quad Map
401/404 Wetlands Letter
Page

3,
Dr. Kenyon's Office
BRUNSWICK COUNTY, NORTH CAROLINA
Project 09103 PE
DESIGN NARRATIVE
Coastal Landmark Properties, LLC proposes to develop a doctor's office facility on 1.54 acres in
Brunswick County, North Carolina. The project is located at 2298 Ocean Highway inside the
Town of Shallotte The site currently drains to a tributary of Williams Branch (SC; SW;HQW),
and according to the NRCS Soil Survey of Brunswick County the soil across the site consists of
Norfolk Loamy Fine Sand (NoB), and the ground cover on the parcel consists of sparse
grasslands
The proposed facility will consist of three buildings and associated parking areas as illustrated
on the plans. The project will be performed in two phases, the first phase will consist of one
building and associated parking In this phase, stormwater runoff will conveyed by sheet flow
to a proposed Swale at the end of phase I into a wet detention pond. For the second phase,
stormwater runoff will be conveyed by a storm sewer system the wet detention pond where it
will then be treated and stored per NCDENR and Town of Shallotte stormwater regulations
The pond will be designed and constructed for full build -out in phase I of the project.
All supporting drainage calculations, drainage basin and swale information are provided
within the following pages of this report
Page 1

I
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices In addition, inspection and any necessary maintenance will be required
immediately following any significant storm event Any erosion control measure that fails to
function as intended shall be repaired immediately Upon completion of construction and the
establishment of stabilized ground cover, the property owner shall be responsible for any on
going site maintenance
EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART1-GENERAL
11 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section
12 WORKINCLUDED
A Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces, or other property as required by State and Local regulations
B Contractor shall, upon suspension or completion of land -disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the
earliest practicable time. Temporary and permanent erosion control measures shall be
coordinated to assure economical, effective, and continuous erosion and sediment control
throughout the construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections - The following Sections contain requirements that relate to this Section:
1 01011 - Existing Underground Utilities
2_ 01015 - Special Conditions for this Contract
3 01070 - Shop Drawings, Project Data & Samples
4 02200 - Earthwork, Excavation Trenching, and Backfilling
5 02230 - Site Clearing
6 02240 - Dewatering
7 02485 - Seeding General Areas
14 REGULATORY REQUIREMENTS
A Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the protect The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur
Page 2

Erosion control measures shall be performed by the Contractor, conforming to the requirements
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm dram or stream
PART 2-PRODUCTS
21 Open mesh biodegradable mulching cloth.
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide
24 Phosphate shall be 20 percent super phosphate or equivalent
25 Provide grass seed mixture as shown on the plans.
26 Silt fence shall consist of non -biodegradable filter fabric (Trevira, Mirafi, etc ) wired to
galvanized wire mesh fencing and supported by wood or metal posts
27 NCDOT Class B stone for erosion control
PART 3-EXECUTION
31 CLEARING
A Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter Excavation,
borrow, and embankment operations will be conducted such that continuous operation All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 15 working days after completion of active construction.
32 STABILIZING
A The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures All disturbed areas not
to be paved and left exposed will, within 15 working days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion.
33 REGULATORY REQUIREMENTS
A Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or other wise provided within 15 working days on that portion of the
tract upon which further active construction is to being undertaken.
Page 3

B If any earthwork 2s to be suspended for any reason whatsoever for longer than 15 calendar
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area
PART 4 - CONSTRUCTION PHASE
41 PRACTICES
A Avoid dumping soil or sediment into any streambed or watercourse Backhll for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable
B Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations
C Avoid equipment crossings of streams, creeks, and ditches where practicable
PART 5 - SEDIMENT CONTROL FEATURES
5.1 GENERAL
A All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5 2 DESIGN APPLICATIONS
A Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required
1 Jute, mesh, etc should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict movement of
sediment from the site Straw bales may be required for reinforcement
C Riprap shall be used at the proposed outfall pipes as indicated on plans
D Establish vegetative cover on all unpaved areas disturbed by the work.
1 Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well -pulverized, uniform seedbed 2s prepared Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates
a Lime - 2 ton per acre
b Nitrogen - 100 pounds per acre
c P2O5 - 200 pounds per acre
2 Seeding Disturbed areas along roads and ditches shall be permanently seeded with 10-
20 pounds per acre of centipede during the period from March through September
Seeding performed during the period from April to August shall be temporarily seeded
Page 4

with 40 pounds per acre of German Millet The permanent vegetative cover will be over
seeded at the earliest possible time as specified above.
3 Mulch all areas immediately after seeding Mulch shall be applied and anchored as
specified herembefore.
rYe?�;•OhMY�1�F��[�17
A The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction
All erosion control devices in seeded areas shall be left in place until the grass is established
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410
Page 5

Kenyan Doctor's Office
NC DENR Retention Requirements
Objective design a wet detention basin with the following characteristics a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 15 inch of rainfall runoff, an
outlet device that drams the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3 1
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 150 ACRE Value from CAD
Impervious Drainage Area 082 ACRE Value from CAD
Impervious Cover 54 5% Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area)'100%
Elevation of Permanent Pool Surface
400
FT
Value selected by designer
Depth of Permanent Pool
3.5
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
340
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
82
FT
Value from CAD
A roximate Pond Width
26
FT
Value from CAD
LengthRatio
3:1
Ratio=(Len th)/(Width) 1
Required SAIDA Ratio for 90% TSS Removal 544 Value from chart Reference "90% TSS Removal
(Required Permanent Pool Surface Area 3,554 SF Required Surface Area=(Required SAIDA
Ratio) `(Total Drainage Area)
Provided Permanent Pool Surface Area 3,910 SF Interpolated value from stage -storage calculations
SteD 2: Determine the 1 5-inch runoff elevation within the wet detention Dond
Runoff Coefficient, Rv 0 540 (MIN Rv=O 05+0 009'(% Impervious)
Required 1 5' Runoff Volume (Volume of 4,414 CF 1 5" Runoff Volume=1 5 inch'Rv'1 foot/12
Temporary Pool) inch'(Total Drainage Area)
Volume Below Permanent Pool
CF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 4,414 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+ 1 5" Runoff Volume
Storage Elevation at Required Volume 40 92 FT Value is interpolation based upon stage -storage
q
JUL 2 1 2009
M
P \Projects\WB Properties\09103 PE Doctor Kenyan Office\Documents\Design Calculations\Stormwater\PRELIM WET POND
022509

Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided
Total Pond Volume 7,867 CF Value from stage -storage calculations
Required Total Forebay Volume 1,573 CF Forebay Volume=(Total Pond Volume)'20%
Provided Total Forebay Volume 1,454 CF Value from stage -storage calculations
Provided Forebay Volume:Total Pond Volume 18% (Provided Forebay Volume)/(Total Pond
Volume)'100%
Step 4: Venfv that time required to drawdown the 1 5-inch runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
100
IN
Value chosen by designer
Elevation of Outlet Structure
4000
FT
Value chosen by designer
Total Elevation Head Above Orifice
092
FT
(Total Elevation Head Above Office)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Onfice)=((Storage
Average Elevation Head Above Orifice
031
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)]/3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
060
Value chosen by designer
Q, Flowrate Through Low -flow Office
001
CFS
Q=Cd'(Pi)'((Diameter of Onfice)'(1 ft112
m)]A2/4' 2'32 2' Aver a Head 12
Drawdown Time for 1.5-inch Runoff
3.52
DAYS
(Drawdown Time)=(1 5" Runoff Volume)/Q'(1
RE CEIVED
JUL 2 12009
M-W
P \Projects\WB Properties\09103 PE Doctor Kenyan Office\Documents\Design Calculations\Stormwater\PRELIM WET POND
022509

Dr. Kenyon Doctor's Office
Stage -Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and charactenstics of the proposed wet detention pond
Pond side slope above Permanent Pool 3
Planted shelf 2' below Permanent Pool 6
Side Slope below planted shelf 3
incremental and cumulative storage of the wet detention
Stage/Storage Above Permanent Pool (Including Foi
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
40.0
3,910
0
0
40.5
5,011
2,230
2,230
41.0
5,466
2,619
4,850
42.0
6,417
5,942
10,791
JUL 2 1 2009
contour interval.
Permanent Pool
P \Projects\WB Properties\09103 PE Doctor Kenyan Office\Documents\Design
Calculations\Stormwater\PRELIM WET POND 022509

Dr. Kenyon Doctor's Office
Calculations for Proposed Wet Detention Pond
age/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
34.0
270
0
0 -Pond Bottom
35.0
446
0
0 --Sediment Storage
36.0
771
609
609
37.0
1,205
988
1,597
38.0
1,704
1,455
3,051
39.0
2,267
1,986
5,037
39.5
2,572
1,210
6,246
40.0
3,910
1,621
7,867-Permanent Pool
40.5
5,011
5,459
10,495
41.0
5,466
6,029
12,275
42.0
6,417
5,942
18,216
Forebay #1
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
36.0
74
0
0 +Bottom Elev.
37.0
208
0
0 + Sediment Storage
38.0
375
292
292
39.0
573
474
766
40.0
803
688
1,454 +Forebay Volume
JUL 2 12009
M
P \Projects\WB Properties\09103 PE Doctor Kenyan Oifice\Documents\Design
Calculations\Stormwater\PRELIM WET POND 022509

Project Name
Dr Kenyon Offices
Client
WB Properties
Project Number
09103 PE
Prepared By
RPB
Date
4/22/09
Average Depth Calculation: (Option 2 per Errata)
*Note Only used areas relative to the main pond
Pond #1
ABottom Shelf =
1,888 Sf
ABottom Pond =
270 sf
APerm Pact =
3,910 sf
Depth =
5 5 ft
da„a =
3 51 ft
-PARAMOUNTE

Project Name Dr Kenyon's Doctor Office y-111
Client WB Properties pJ/����
Protect Number 09103 PE �L „p e
Prepared By TGC �77��`
Date 3/27/09
Basin: DA #1 [PRE] Drainage area= 1.54 acres = 0.002 m12
Land Use
%o of Basin
% of Basin
100.0
CN A CN B CN C
100.0
CN D Weighted CN
Open Space
90.0
49 69 79
84 - 62.10
Woods
10.0
36 60 73
79 6.00
Sum 100.0
Sum 68.10
Curve numbers taken from:
TR-55
Use: 69
= values Input by user
= values calculated by spreadsheet
Basin: DA #1 [POST] Drainage area= 1.54 acres = 0 002 ml2
Open Space - Good
ber
HSG:
A
B
of Basin
100.1
of Basin
CN A
CN E
50.0
98
98
50.0
39
61
Sum. 100.0
Curve numbers taken from:
TR-55
;N C CND Weighted CN
98 98 '49M
74 80 30:50
Sum: 79.50
Use: 80
= values Input by user
= values calculated by spreadsheet

PROJECT Or Kenyon Doctors Office
VARIABLES,
GIVEN
pA,RAM=OUNTE
C =
runoff coefficient
1=
rainfall intensity
Ad =
area draining to channel
b =
channel bottom width
z=
channel side slope (z 1)
d =
depth of flow In channel
n =
channel roughness coefficient (Manning's)
A, =
channel wetted area
t0M
b=
z=
n=
Channel Design Depth =
V.H..N.
APPLICABLE EQUATIONS'
Qd.sip. = CIAd
A.=bd+zd2
P = b + 2d(1+z2)112
GRASSED SWALE CALCULATIONS
see below
723
m/hr (for 10-year storm)
01
It
3
0 035
125
It
25
fps
P = channel wetted perimeter
R = channel hydraulic radius
S = channel longitudinal slope
Qdesian = runoff flowing to channel
Oauuai = channel flow capacity
V.11 .an. = maximum allowable velocity to prevent scour
Vauum = channel flow velocity
V.n.a = (1 49/0) Rvo S""
Q.u..1 = V.,..,A, (must meet or exceed Qd.s,ad)
4/2212009
Page 1 of 2

pARAlvroUNTE
CALCULATIONS:
EMMA
4/22/2009
Page 2 of 2

��0000�m00�0�000©�I
its
• � �
��
, : ,
���®®®®it��
� „
�
STORM TABLE Page 1 of 1 7/9/20097 16 PM

Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v922
Hyd.
No
Hydrograph
type
(origin)
Peak
flow
(CIS)
Time
interval
(min)
Time to
peak
(min)
Hyd
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
1 558
1
729
6,122
----
----
------
PRE DA
2
SCS Runoff
3 440
1
726
9,792
---
------
-----
POST DA
3
Reservoir
0 457
1
759
4,954
2
41 04
5,063
<no description>
Stormwater Pond Calcs 030609 SCS gp
Return Period 1 Year
Thursday, Apr 23, 2009

Project Name Dr Kenyon's Office
Client WB Propentes
Project Number 09103 PE
Prepared By TGC
Date 4/23/2009
PARAMOUNTE
Outlet Velocity Calculations
Input Parameters
n =
0.013
5=
0to
it =
2.00
ft
Qmn =
7 15
Cfs
Vrol =
2 28
fps
Q =
4 90
cfs
Q/Qf.n =
068
d/df.n =
0 61
From Appendix 19C
d =
14 64
u1
V/Vfun =
040
From Appendix 19C
V =
091
fps Input
Ou ut

Hydrograph Report Fr _��r�� 1
Hydraflow Hydrographs by Intelisolve v9 22 3uL 'L + ����
Monday, Jul 20, 2009
Hyd. No. 1—
1
PRE DA
Hydrograph type
= SCS Runoff
Peak discharge =
1.558 cfs
Storm frequency
= 1 yrs
Time to peak =
12.15 hrs
Time interval
= 1 min
Hyd. volume =
6,122 cuft
Drainage area
= 1 540 ac
Curve number =
69
Basin Slope
= 1 0 %
Hydraulic length =
300 ft
Tc method
= USER
Time of conc. (Tc) =
11.00 min
Total precip.
= 3.70 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Q (cfs)
200
1.00
000
0 2 4
— Hyd No 1
i
PRE DA
Hyd. No 1 -- 1 Year
Q (cfs)
2.00
1 00
000
8 10 12 14 16 18 20 22 24 26
Time (hrs)

Fa
Hydrograph
Report
Hydraflow Hydrographs by Intelisolve v9 22
,2 1 L0n
Monday, Jul 20, 2009
JUL
Hyd. No. 2
POST DA
-
$Y
Hydrograph type
= SCS Runoff
Peak discharge =
3 040 cfs
Storm frequency
= 1 yrs
Time to peak =
12.10 hrs
Time interval
= 1 min
Hyd. volume =
9,792 cuft
Drainage area
= 1 540 ac
Curve number =
80
Basin Slope
= 0.0 %
Hydraulic length =
0 ft
Tc method
= USER
Time of conc. (Tc) =
7 00 min
Total precip.
= 3.70 in
Distribution =
Type III
Storm duration =
24 hrs
Shape factor =
484
Q (cfs)
4.00
300
200
1 00
R%lw
POST DA
Hyd. No 2 -- 1 Year
r 1 1 I iJi�=
Q (cfs)
400
300
200
Ellin]
�bTdTd�
0 2 4 6 8 10 12 14 16 18 20 22 24 26
— Hyd No 2 Time (hrs)

Kl
Hydrograph Report
Hydraflow Hydrographs by Intehsolve v9 22
Hyd. No. 3
<no description>
Hydrograph type
= Reservoir
Storm frequency
= 1 yrs
Time interval
= 1 min
Inflow hyd. No.
= 2 - POST DA
Reservoir name
= Pond #1 (Again)
Storage Indication method used
Q (cfs)
400
300
r 01
1 00
0 00 '
0 2 4
— Hyd No. 3
Monday, Jul 20, 2009
Peak discharge = 0 457 cfs
Time to peak = 12.65 hrs
Hyd. volume = 4,954 cuft
Max. Elevation = 41.04 ft
Max Storage = 5,063 cult
<no description>
Hyd. No 3 -- 1 Year
6 8 10 12 14 16 18 20 22 24
— Hyd No 2 r T Tl Total storage used = 5,063 cult
Q (cfs)
400
300
200
sGIl]
—' 0 00
26
Time (hrs)

APPENDICES A-39
APPENDIX 19.0
Circular Channel Ratios" b
Eapcilmeuta have shown chat ri vane, ,lightly with depth This figure gives velocity and flow rate ratios for varying
('ohd IOW) and constant n (broken line) assnmptlons
values of L and 1
1 0 1 2 1 4 1 6 fan nfmm
10 i g 20 22 1e I ., ,. _ _
6
C
r
02
m
0
C
-- VJ vv u5 06 07 08 09 10 11 12 13
hydraulic elements Q v A R , and =
Qfun vfuu Afmi Rruu Pfuu
D Governing equations
D d v _
d
1 6eeg = 2 arccos l 2 I '1 486)
t1 D n RrVS—
2
D=Av
A= D1lz eraa—Sin aae9
(Z I 2 Slope is constant
n=0013
P= Darae
2 n _1 dowa_Idli Zoo
R=
A Oran D) D
P
1 n.yn i�t from De.zgn and Con'tructean of Sanitary and St,,,, Sewers, p 87, ASCE, 1969, as originally presented m 'Design of Sewers
to FanlimLe Flow Camp T R Sewage Works Journal, 1R, 3 (1946)
'Foy n = U U1 i

Name of Stream
Desrnpbon
Cuir Class
Dale
Basin
Stream Index d
Old Mill Creek
From source to
SC,HQW
08/01/90
Lumber
15-25-2-16-3
Saucepan Creek
Goose Creek
From source to
C,Sw
12/01/63
Lumber
15-25-2-16-4-(1)
Brunswick County SR
1143
Goose Creek
From Brunswick County
SA,HQW
12/01/63
Lumber
15-25-2-16-4-(2)
SR 1143 to Saucepan
Creek
Be. Pit Swamp
From source to
C,Sw
12/01/63
Lumber
15-25-2-2
Shallotte River
Cool cur
From source to
C,Sw
12/01/63
Lumoer
15-25-2-3
Shallotte River
McMilly Swamp
From source to
C,Sw
12/01/63
Lumber
15-25-2-4
Shallotte River
Lookout Branch
Fr Om source to
C,Sw,HQW
08/01/90
Lumber
15-25-2-4 5
Shallotte River
Meetinghouse
From source to
C,Sw
03/01/77
Lumber
15-25-2-6
Brancn
Shallotte River
Mulberry Branch
From source to
C,Sw
12/01/63
hurter
15-25-2-7
Shallotte River
'
Williams Branch
From source to
C,Sw
12/01/63
Lumber
15-25-2-7-1
Mulberry Branch
Woodward Branch
From source to
C,Sw,HQW
08/01/90
Lumber
15-25-2-8
(Charles Branch)
Shallotte River
Sharron Creek
From source to
C,Sw,HQW
08/01/90
Lumoer
15-25-2-9-(1)
(Grissett Swamp)
Williams Branch
Sharron Creek
From Williams Branch
SC,HQW
08/01/90
Lumber
15-25-2-9-(2)
(Grissett Swamp)
to Shallotte River
Wrliiams Brancn
From source to Sharron
C'Sw'HQW 7
08/01/90
Lumber
15-25-2-9-3 9
Creek (Grissett Swamp)
,
Big Gut Slough
From source to
SA,HQW
12/01/63
Lumber
15-25-3
Intracoastal Waterway
Kilbart Slough
From source to
SA,HQW
12/01/63
Lumber
15-25-4
Intracoastal Waterway
Gause Landing
From Kilbart Slough to
SA, HOW
12/01/63
Lumber
15-25-5
Creek
Intracoastal Waterway
Eastern Channel
Entire Cnannel
SA,HQW
12/01/63
Lumber
15-25-6
Clam Creek
From source to Easter
SA,HQW
12/01/63
Lumber
15-25-6-1
Channel
Sols Creek
From Eastern Channel
SA,HQW
12/01/63
Lumber
15-25-7
to Intracoastal
Waterway
Still Creek
From Easter Channel to
SA,HQW
12/01/63
Lumber
15-25-6
Intracoastal Waterway
J_nks Creek
From Eastern Channel
SA,HQW
12/01/63
Lumber
15-25-9
to Intracoastal
Waterway
Cooter Creek
From source to Sinks
SA,HQW
12/01/63
Lumber
15-25-9-1
Creek
Juniper Creek
From source to
C,Sw
12/01/63
Lumber
15-7
Waccamaw River
Page 5 of 14
2009-04-18 053217

NN cb Soil Survey
litip://wclisoiistij-vey,tircs mch.uov,app WclbSoilSurvcy,aspx
Contact Us Download Soils Data Archived Soil Surveys Glossary Preferences Logout Help
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Frost -Free Days
Hydrologic Soil Group
Printable version Add to Shopping Cart '2'
Map — Hydrologic Soil Group
Sc... I -(nol -1. scale)
Warning: Soil Ratings Map may not be valid at this scale.
You have zoomed in beyond the scale at which the soil map for this area is intended to be used. Mappim
done at a particular scale. The soil surveys that comprise your A01 were mapped at 1:24,000. The desicFi
units and the level of detail shown in the resulting soil map are dependent on that map scale.
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping
4 7,2009 8: 10 PM

U'eb Soil Survey
http /wcbsoilsurvcy nres.tnda uov app WrbSodSluvey.aspx
View Description View Rating
View Options �d
Map
Table
Description of
Rating
Rating Options
11
accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could hay
shown at a more detailed scale.
Tables — Hydrologic Soil Group — Summary By Map Unit 0
Summary by Map Unit — Brunswick County, North Carolina
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
'.. No8 Norfolk loamy fine sand, B 2.4 100, 0%
2 to 6 percent slopes
'.. Totals for Area of Interest 2.4 100.0%
Detailed Description
'',. Description — Hydrologic Soil Group Q
Advanced Options
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups
according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly
Aggregation Dominant Condition
wet, and receive precipitation from long -duration storms.
Method
I
I The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D,
Component
!. and C/D). The groups are defined as follows:
Percent Cutoff
Tie -break Rule
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist
Lower
mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of
Higher
water transmission.
ViewDescriptionj..
View Rating 1 Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately
j deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately
Map Unit Name _.
_.._. coarse texture. These soils have a moderate rate of water transmission.
Parent Material Name
Representative Slope
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a
layer that impedes the downward movement of water or soils of moderately fine texture or fine texture.
Unified Soil Classification (Surface)
These soils have a slow rate of water transmission.
Water Features
�IQ
Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These
consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that
have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and
the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned '...
''.. to dual classes.
Rating Options — Hydrologic Soil Group Ci*.
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Lower
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4 7; 2009 $:11) PNI

USGS QUAD MAP

078' 21' 0 00" W 078' 20' 0 00" W
Z
P.
K
iS
9_W
h,. r � l�J `'..a • •t i � V"l i�� ,, 4! Jl �� Y.y�igdp,t ^
C777,
—k
J
�� o F�flford; .•A Sinop
V4
7
078' 21' 0.00" W 078' 20' 0.00" W
Copyright (C) 1997, Mpptech. Inc.

401/404 WETLANDS LETTER

c~
zx
#
F}}
N
vd
x
AA
t
M
is
x
w µ:
- Areas considered to be uplands
(planned disturbance and wrens
of Impervious surface may require Potential uplands: -1.5 acres
stormwater and sedlmenUernsian
control measures' Total area: -1.5 acres
Map Source: 2004 NAPP Aerial Photography SCALE 1" = 100'
Tim Clinkscales LMG
Paramounte Engineering, Inc. Figure of 6
2298 Hwy 17 Tract g
Brunswick County, NC www.l MGroup net Aerial Photograph wl
40-09-008 Phone. [phone] •1.8661MG.1078 Wetland Overlay
Fax: [phone]
January 2009 P.O. Box 2522. Wilmington. NC 28402

r
LMG
LAND MANAGEMENT GROUP
Environmental Consultants
January 16. 2009
TO. Tun Clinkscales, PE
Paramounte Engineering, Inc
5911 Oleander Drive. Suite 201
Wilmington, NC 28403
RE Preliminary 404 Wetland Evaluation — 2298 Hwy 17
Dear Mr. Chnkscales
Per your direction, Land Management Group, Inc. (LMG) conducted a preliminary 404 wetland
evaluation of the approximately --1.5 acre parcel located at 2298 1lwy 17 in Brunswick County, NC. Our
work included an assessment of available maps (county soil survey, USGS topographic quadrangle, etc )
and aerial photographs LMG staff visited the site on January 16, 2009 Our on -site evaluations included
limited assessments of the three parameters (sods, hydrology, and vegetation) that identify the limas of
Jurisdictional wetlands as defined in the 1987 Corps of Engineers (COE) Wetland Delineation Manual.
The following is a summary of our findings.
Based upon observations noted at the time of our field evaluation, it is our opinion that the site is entirely
uplands The site consists of sandy soil series (Norfolk) that is well drained and vegetation that is
characteristic of uplands The ditch that runs along the northern property line does not exibit any
characteristics of an RPW (relatively permanent waters) and should not be Jurisdictional.
I hope this information is of assistance for your work I may be reached either by phone at 910.452.0001
or by email at dhealeui InrgnmP nci should you have any questions. Thank you for allowing LMG the
opportunity to assist you with this evaluation
Sincerely, n �7
Donald Beale
Environmental Scientist
encl.
www.lmgroup.net • infolfImgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

North Carolina Secretary of State
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hup //www sccretary.state,nc us/corporations/Corp aspx?Prtemld=7680548
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Elalne F. Marshall DEPARTMENT of-rFIE
Secretary SECRETARYOFSTATE
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NC Coastal Landmark Legal
Properties, LLC
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SOSID.
Status:
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Agent Name:
Registered Office
Address:
0762319
Current -Active
1/20/2005
Domestic
NC
Perpetual
Kenyon, Erik
333 Jefferson Street
Whitevdle NC 28472
I of 2 3/12/2009 11 06 AM

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Whiteville NC 28472
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Parcel ldeatiIS2 fier No 0009203 Verified u ^„'a*Co�oo the_ day of —
By
Mad/Boa to LILES & GODBEY P C , 6406 BEACH DRIVE SW, OCEAN ISLE BEACH NC 28469
Tho mstruc ent was prepared by LILES & GODBEY PC 6406 BEACH DRIVE SW. OCEAN ISLE BEACH. NC 28469
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THISDEEDerade the l4rh daY of Novem �, 2q OR; byhbd betwsen
GRANTOR /1 GRANTEE
PALbIVENTURES TLC A NORTH CAROLINA, LI,MI IED nO.yr,ORTH AL LANDMARK
ROLINA LIMITEDLIABILTY
LIABILITY COMPANY
P O BOX 4068 621 WEDGEWOOD
CALABASH NC 29467 WHITEVILLE. NC 29472
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W17NFSSETH, that the GmW, fora vahubk considennon paid by ft Gramee, the receipt of witch is herebysclmowkdged, bas
and by these prexats does grant, bargain, sell and convey tmm the Grantee Or fee ample,UNS that
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m the City of SHALLOTTE To"sbsp,
mine particularly described as follows J� �
BEING ALL OF TRACT I AS SHOWN ON•THAT MAP PREPARED Yih,�V_E M NORRIS, R L.S , DATED
SEPTEMBER 70, 1986 AND EN-ITTLED,"SURVEY; FOIE 13(E„�JAMESE HARDY IR"AND
RECORDED IN MAP CABINET Q AT Pq0 30 OFj,77,±£I ! K COUNTY REGISTRY
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The property hemmabove described was acquned by Grantors by mse'iwent'sxorded m Boot Page
A map showing the above described Property is recorded m Plat Boot Page
NC Bar Assocunon Form No L-3 O 1976, Revved C 1977, 2002
Panted by Agreement with the NC Bar Assuctatioa — 1981 SoftPm Corp ratipm 333 E. Sm Forks Rd, Raingb, NC 27609
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North Cai olma Secietasy of State httl> //%vww scu etary state nc us/corporations/Corp aspx''Pnemld=76&1548
Noith Cniolinn
r : _ Elaine F Marshall
Secretary . EC RE
CORPORATIONS
LINKS & LEGISLATION
._"i'I I LI')Ii
Date 3/12/2009
Click here to
View Document Filings I Sign Up for E-Nottficauons I
JPnnt apre-populated Annual Report Form I Annual Repotl
Count I File an Annual Report
Corporation Names
Name Name Type
NC Coastal Landmark Legal
Properties, LLC
Limited Liability Company Information
SOSID.
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name
Registered Office
Address:
0762319
Current -Active
1/20/2005
Domestic
NC
Perpetual
Kenyon Erik
333 Jefferson Street
Whiteville NC 28472
I of 3/12/2009 11 06 AM

Nuith Care I uta Sect etary of State http //www secieiary state tic us/corpoial ions/Corp aspnVitenild=7680548
Registered Mailing 333 Jefferson Street
ONLINE ORDERS Address Whdeville NC 28472
_ Principal Office Address. 333 Jefferson Street
Whiteville NC 28472
Principal Marling 333 Jefferson Street
CONTACT US Address. Whdevdle NC 28472
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