SW8941015_Historical File_19971107 (2)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
November 7, 1997
Mr. Mack Pearsall, President
PVC, Inc. dba Pearsall Operating Co.
PO Box 7965
Rocky Mount, NC 27804
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 941015 Modification
Holiday Inn Sunspree Wrightsville Beach
High Density Commercial Stormwater Project
New Hanover County
Dear Mr. Pearsall:
The Wilmington Regional Office received the Stormwater Management Permit Application for Holiday Inn Sunspree
Wrightsville Beach on October 31, 1997, with final information on November 6, 1997. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 941015 Modification dated November 7, 1997, for the
construction of Holiday Inn Sunspree Wrightsville Beach.
This permit shall be effective from the date of issuance until November 7, 2007, 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 150B 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 Linda Lewis, or me at
[phone].
Sincerely,
t' C
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\941015.NOV
cc: Andy Mills, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Bob Stroud, DCM
John Parker, DCM
Linda Lewis
Wilmington Regional Office
Central Files
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 941015 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
PVC, Inc. dba Pearsall Operating Co.
Holiday Inn Sunspree Wrightsville Beach
New Hanover County
FOR THE
construction, operation and maintenance of underground exfiltration trenches in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until November 7, 2007 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 112,611 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
7

State Stormwater Management Systems
Permit No. SW8 941015 Modification
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Trench Design Specification:
Bottom of Trench Elevation:
Total Impervious Surfaces Allowed:
Offsite Area entering Pond:
Required Storage Volume:
Provided Storage Volume:
Top of Storage Elevation:
Controlling Orifice:
Type of Soil:
Exfiltration rate:
Elevation of SHWT:
Time to Drawdown:
1IVISION OF WATER QUALITY
PROJECT' DATA SHEET
Holiday Inn Sunspree Wrightsville Beach
941015 Modification
New Hanover County
Mr. Mack Pearsall, President
PVC, Inc.
PO Box 7965
Rocky Mount, NC 27804
October 31, 1997
Atlantic Ocean
"SB"
n/a
5'H x 15'W x 1363'L with 12" ADS perforated piping
3 FMSL
112,611 square feet
n/a
73,536 cubic feet
73,536 cubic feet
8 MSL
n/a system able to handle 25 year 24 hour storm without overflow
Sand
2.83 inches per hour
1 FMSL
15 hours
3

State Stormwater Management Systems
Permit No. SW8 941015 Modification
The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
7. 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.
H. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The permittee shall at all times 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 when drawdown takes > 5 days.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of catch basins and piping.
g. Should the system be determined to have failed, it will be restored to design specifications, or alternate and
equal treatment will be constructed.
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.
4. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
4

State Stormwater Management Systems
Permit No. SW8 941015 Modification
5. 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.
6. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
7. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall
be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion
of the property.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits and may or may not be approved.
2. 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-
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which
have jurisdiction.
4. 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.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all components
of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 7th day of November, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr..,, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 941015 Modification
E

State Stormwater Management Systems
Permit No. SW8 941015 Modification
Holiday Inn Sunspree Wrightsville Beach
Stormwater Permit No. SW8 941015 Modification
New Hanover County
Engineer's Certification
I, , as a duly registered Professional Engineer 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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
0

e NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
(Please print clearly or type)
1. Project Name Holiday Inn Sunspree Resort
2. Location, directions to project (include County, Address, State Road) Attach map._ New Hanover County,
Hwy 74 (N. Ltunina Ave.)
3. Owner's Name _P.V.C. Inc. dba Pearsall Operating Co. Phone (919 )_ 937_81 14
r
4.Owner'.s Mailing Address P.O. Box 7965
City Rocky Mount State NC Zip 27804
5. Nearest Receiving Stream Atlantic Ocean
Class SB
6.Projectdescription Construction of a hotel, parking and amenities
11. PERMIT INFORMATION
1. Permit No. r7b befiUed b byDWQ)
2. ApplicationDate October 31, 1997
eeenclosed$ 385.00
3. Permit Type: X New Renewal_ C Modification (existing Permit No.) 5U2Lq f 10/ S
4. Project Type: Low Density Detention X Infiltration Redevelop General Alter Offsite
5. Other State/Federal Permits/Approvals Required (Uieck appropriate bkuas)
CAMA Major X Sedimentation/Erosion Control X 404 Permit
III. BUILT UPON AREA (please see NCAC 2H.1005 thru .1007for applicable density limits)
Drainage Drainage Breakdown of Impervious Area
BasinBasin (please indicate below the design impervious area)
Classification SB Buildings_60 , 310 sf.
Existing Built -upon Area N/A stone 3,848 sf
Proposed Built -upon Area 112,611 sf
Total Project Area 179,081 sf
% Built -upon Area 63%
0
IV. STORMWATER TREATMENT (Describe haw the runoff will be treated)
Infiltration Pipe System
Parking/SW ' 45,897 sf
Other 22 area 2556 sf
Totals 112,611 sf

V. DMM RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot_ please see Attachment A for the specific item that must ba recorded
for thv'", t of project applicd for.
By your signature below, you certify that the recorded deed restrictions and protective, covenants for this project
shall include all the items required by the permit, that the covenants will be binding on All, parties and persons
claiming under them, that they will run with the land, that the covenant ce=t be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. QMWER'S CERTIFICATION
certify that the information included on this permit
MCA- pr(nr r" or type)
AMication form is correct, that the project will be constructed in conformance with the approved plans, that
the dead restrictions will be recorded with all required permit condidom, and that to The best of my knowledge,
the proposed project complies with the requirements of 1SA NCAC 2H:1000.
I
I authorize the below named person or firm to submit stormwater plans on my behalf,
Owner / Authorized 46ent Signature Title
DsM
Vitt. AGENT AUTHOR17.ATION (Pkae jw in the Hai,w of ffie ensinurkur"r owdrorked so submirpienr on the oMwr's bclalf)
Person or firm name MCK1m b gMeg
Mailing Address 243 North Ftont: Street
City Wilmington State No Zip 28401 phony , t gip � 343-1048
Please Wbmit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiR011Central Files
Office use only
TORMWATE
D E C E I V E
NOV 0 61997
D
D E M

UNDERGROUND DUXTRAnON TRENCH MAINTENANCE REQUIRFI►UNTS
Project Name: Holiday Inn wee Resort
Responsible Party:
O%M t Tyjrw erPMW els�,iyj
Address:
Mack Pearsall
P.O. Brno 7965 Rocky Mount, NC 27804-0965 ph= No. 919-937-0114
1. The trenches will be constructed in accordance with the approved stormwator plans and
specifications, including traffic bearing piping. and corupacted void rario verification.
2. Inlet catch basins and piping will be jzq=tcd monthly or after every miff producing
rainfall cveat, whichever comes first. ?he basins, grates. piping and bypass weirs will be
cleared of accumulated trasb.
3. Sw21eS and vegetated filters will be inspected monthly or after every runoff producing
mi'DW event, whichever occurs first. Eroded areas will be repaired before the next storm
event
4. The water Ievel in the monitoring wells will be recorded once a month or after a 1" rainfall
event, whichever comes first. Chronic high water table elevations (within I' of the bottom
Of the system for a period of 3 months) must be reported to DWQ, 395-3900.
5. If the system is failing. as determined by DWQ, the System will be immediately repaired
or mplaced tQ original design qmMWOnL Repair array include the necessity of removing
existing pavement to reach the underlying trench. If the system cannot be repaired to
function, other atormaater control devices, as -allowed by NCAC 2H.1000, must be
designed, approved and constructed.
6. Annual tesdng/cleacing of the system will be performed by an approved method.
By MY signature below, I acknowledge that I am responsible for performing the maintem=a as
Outlined above.
Signature:
Date. % 3r
STORMWATER
nECE1VE
NOV 0 61997 D
PROJ # D E M

INFILTRATION TRENCH ANALYSIS DATE 07-Nov-97
PROJECT NAME Holiday Inn Sunspree PROJECT NUMBER 941015
RECEIVING WATER Atlantic Ocean: CLASS SB
PROJECT DATA
SITE AREA INSIDE THE AEC 179081 SQUARE FEET
IMPERVIOUS INSIDE THE AEC 112611 SQUARE FEET
% IMPERVIOUS WITHIN THE AEC 62.88272 % Rv= 0.615944
ALLOWABLE IMPERVIOUS INI TE ERR SF (Site AEC x 0.3)
IMPERVIOUS AREA OVER 30% ERR SF (Impervious*E£ - allowable impervious)
VOLUME REQUIRED 9191.996 cf (1" volume) 73535.97 cf 25 yr. storm
TRENCH VOLUME CALCULATION
Height of Trench, H
5
FEET
Width of Trench, W
15
FEET
Length of Trench, L
1363
FEET
Pipe radius (feet), R
1
FEET
Volume Provided = (((H x W) - 3.1417 x R squared) x .4 + (3.1417 x R squared)) x L
VOLUME PROVIDED (CF)
(Assumes 40% voids)
EXFILTRATION RATE
BOTTOM AREA
TIME TO DRAWDOWN
EXCESS RAINFALL
43459.19 CUBIC FEET
2.83
IN/HOUR=
20445
SF
15.24055
HRS
30076.77
CF=
IS THE VOLUME PROVIDED >= THE VOLUME REQUIRED YES
0.236 CF/HR/SF
2" depth over site
NO (fo, / ".5&,)
IF YES, OIL. IF NO, INCREASE TRENCH LENGTH UNTIL THE VOLUME CAPACITY PROVIDE
IS GREATER THAN OR EQUAL TO THE REQUIRED VOLUME CAPACITY.
COMMENTS
EXFILTRATION RATE IS GREATER THAN EXCESS RAINFALL AMOUNT.
Ex-Q 6C'vrn:!y dcri�y 5k;rm ever-f 7 i�17�✓�Sr f� Z��r SA&rk ,

T0: NCDEHNR
127 Cardinal Drive Extension
Wilmington, N.C. 28405
ATTENTION: Linda Lewis
RECEIVED NOV 0 6 1W
LETTER OF TRANSMITTAL
DATE:
November 5, 1997
PROJECT NO: 00580126.OW
RE: Holiday Inn Sunspree Resort
Stormwater Submittal
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ❑
Originals
®
Prints
❑
Specifications
❑
Calculations
❑ Shop Drawings m Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
3
Application w/ Operation and maint. Plan, and Calculations
F
2
Soils report
F
1
copy of letter from your office
F
3
Plans
F
Issue Status Code:
Action Status Code
REMARKS
A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
5625 DILLARD ROAD, SUITE 117, CARY, NC 27511 9191233-8091 FAX [phone]
cc: BMS Architects File McKIM & CREED ENGINEERS, PA
Signed
Andy Mills, Project Designer
5:10383100331AD M I N1S W TRAN S. doc

November 5, 1997
Ms. Linda Lewis
NC DEHNR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Holiday Inn Sunspree Resort
Wrightsville Beach, NC
Dear Linda,
STORMWATEP
E C E I V E
NOV
OU 0 61997
D
PROJ # (� S
This is in response to your letter dated November 4, 1997 requesting additional
information:
1. The calculations have been sealed and signed
2. Within the enclosed package you will find the depth of the SHWT, the volume
required to be stored and the drawdown calculation.
3. On the plan you will find proposed contours and various spot elevations that indicate
which direction the stormwater will flow.
4. Plan notes that there are no wetlands on site.
5. Vicinity Map provided on plan
6. Drainage area has been delineated on the plan.
7. Please find enclosed a new soils report.
8. The turfstone has been included in the impervious calculations.
9. Please find on the plan a Legend which denotes wood decking, concrete etc..,
10. The details have been updated to show the catch basin connection and the invert of
the pipe.
11. The building outline has been denoted with a heavier linetype.
12. The system is designed to contain the 25 year storm.
13. The void ratio for the #57 stone as shown in our calculations i 40%
14. The application has been revised to show the owners signature.
15. A new operation and maintenance plan is enclosed.
Should you have any questions or comments please feel free to contact me at 343-1048.

r
r
r
R"!
Fil
Geotechnical Report
Proposed Multi -Story Hotel
Wrightsville Beach, North Carolina
Job No. 1063-97-140
'..� �
ORIOWA TER
nD
ECErVE
NOV 0 61997 D
PROD g S(0,V E
!U
S&ME, Inc.
6409 Amsterdam Way, Bldg. B-3
Wilmington, North Carolina 28405

F, S&ME
April 9, 1997
F
Pearsall Operating Company
Post Office Box 7965
Rocky Mount, North Carolina 27804
Attention: Mr. Mack Pearsall
Reference: Geotechnical Report
Proposed Multi -Story Hotel
Wrightsville Beach, North Carolina
Job No. 1063-97-140
Dear Mr. Pearsall:
�-- S&ME, Inc. has completed the authorized geotechnical study at the proposed
multi -story hotel site located at the existing Holiday Inn SunSpree Resort property in
Wrightsville Beach, North Carolina. Subsurface conditions at the site were investigated with
three test borings (Boring Nos. B-1, B-3, and B-4). Boring No. B-2 was not drilled because
parked vehicles along the public access lane prevented the opening of the fence gate on the
north property boundary. Each boring was drilled to a depth of 50 feet below the existing
1ground surface, and soil samples were obtained by the standard penetration test method
: (ASTM D-1586) to determine the consistency of the subsurface soils.
This report presents the findings of our investigation with recommendations
for support of the hotel based on these findings..
PROJECT DESCRIPTION
The existing Holiday Inn SunSpree Resort is located on the east side of
Lumina Avenue and abuts the Atlantic Ocean. The existing structure is presently not being
used as a motel due, to the extensive wind and water damage which was caused during
Hurricane Fran in September 1996.
' We understand that the property owners are considering razing the existing
structure and constructing a new multi -story hotel at the location shown in Figure 1.
Although structural detailing of the proposed multi -story hotel has not been completed at
this time, our conversations with the project structural engineer, Mr. Bill Egan of McKim
& Creed Engineers, indicate that the proposed building would be supported by piles
F,.!" designed to support a working compression load on the order of 75 to 100 tons.
r.
S&ME, Inc. 6409 Amsterdam Way, Building B3, Wilmington, North Carolina 28405, [phone], Fax [phone]
Pm

t
Pearsall Operating Company
April 9, 1997
Page 2
SUBSURFACE CONDITIONS
The subsurface conditions encountered at the test boring locations generally
consisted of the following:
Penetration Resistance
Values (Blows/Ft.)
12 to 37 of
AM, v
18-50 Medium Dense to Very Dense 24 to 81 �`
Clean SAND - Trace to Some AW
Shell Fragments
Groundwater as noted during a drilling operations at a depth of
approximately seven feet elow the existing ground surface. The site groundwater level will
fluctuate with tidal and climatic changes, however, and may be higher at other times of the
year.
Depth
Ft.
Soil Description
0-0.3
Asphalt Pavement
0.3-18
Medium Dense to Dense
Clean SAND - Trace to Some
Shell Fragments
Fi
A generalized subsurface profile, which has been prepared from the subsurface
data to graphically illustrate the subsurface conditions encountered at the test borings, is
attached to this report as Figure 2. Variations from the generalized subsurface profile
{� described above and a more detailed description of the subsurface conditions are presented
L in the attached Test Boring Records.
RECOMMENDATIONS
This report has been prepared in accordance with generally accepted
' geotechnical engineering practice for specific application to this project. The conclusions
and recommendations contained in this report are based upon applicable standards of our
practice in this geographic area. at the time this report was prepared. No other warranty,
express or implied, is made.
r
S&ME, Inc.
6409 Amsterdam Way, Bldg. B-3
Wilmington, North Carolina 28405
i

Pearsall Operating Company
April 9, 1997
Page 3
The analyses and recommendations submitted herein are based, in part, upon
the data obtained from the subsurface exploration. The nature and extent of variations
between the borings will not become evident until construction: If variations appear evident,
then we will re-evaluate the recommendations of this report. In the event that any changes
in the nature, design, or location of the building are planned, the conclusions and
recommdndations contained in this report will not be considered valid unless the changes
are reviewed and conclusions modified or verified in writing.
We strongly recommend that S&ME be provided the opportunity to review the
final design plans and specifications in order that earthwork and foundation
recommendations are properly interpreted and implemented.
Foundation Support - Piles. Subsurface conditions at the site are suitable for
the development of medium to relatively high capacity pile foundations depending upon pile
type and tip elevation. Based on the attached test boring data and using a factor of safety
of approximately two, we have estimated the following allowable working capacities for
timber and concrete piles.
Pile Allowable Load (Tons)
rLength
Pile Type Ft. Compression Uplift Horizontal
14-Inch Square 40 90-100 40 2.5
Precast Concrete
16-Inch Diameter 40 70-75 50 2.5
r Auger -Cast Grout
W 16x89 Steel H 50 70-75 30 3.5
i I The allowable horizontal loads were computed assuming a '/4 inch lateral
deflection criterion and assuming that the pile is fixed against rotation at the ground surface.
Because the lateral deflection of the pile will vary in proportion to the applied horizontal
load, larger horizontal design loads can be used provided that the increased lateral
deflection can be tolerated. It should be recognized that the ability of the pile sections to
rresist these loads has not been checked.
S&ME, Inc.
a 6409 Amsterdam Way, Bldg. B-3
Wilmington, North Carolina 29405
..i
F.I..'

Pearsall Operating Company
April 9, 1997
Page 4
It is our opinion that the contractor will not be able to drive precast concrete
piles to a depth of 40 feet because of the presence of dense to very dense sands within the
upper 40 feet. We recommend that the contractor jet each precast concrete pile to a depth
F_ that is within two to three feet of the require tip elevation and then drive each pile to attain
the required penetration resistance .value.
The subsurface sands at this site are well suited for the construction of auger -
cast piles. Our past experience with the construction of auger -cast grout piles at Wrightsville
Beach has shown that this type of pile can quickly be installed to a uniform tip elevation.
However, since no pile driving penetration resistance values are recorded during the
Fi` construction pf auger -cast grout piles, it is not possible to confirm the working load of each
pile be reviewing the field data. In addition, it is very important that an experienced
construction crew install auger -cast grout piles in order to reduce the chances that
F-- construction irregularities (such as "necking" of the pile) occur.
We have noted in the Wilmington area that the installation of steel "H" piles
is generally more expensive than installing either precast concrete or auger -cast grout piles.
One advantage associated with non -displacement piles, such as steel "H" piles, is the ability
r to drive these piles through dense sands. The relative ease with which steel "H", piles can
he driven through dense sand strata, though, also makes it more difficult to accurately
estimate pile lengths and working loads for steel "H" piles.
Pile Installation. For precast concrete and steel "H" piles, we recommend that
driving criteria and bearing elevations be established during driving by applying the North
Carolina Building Code. We also recommend that 5 or 6 overlength piles be driven across
the hotel site to establish driving criteria, pile lengths and the need to jet the piles into place
prior to the start of production driving. Production piles should not be ordered until the
length estimates can be verified; however, the overlength piles may be driven at the
production pile locations.
F-11i"
The North Carolina Building Code requires that a pile load test be conducted
to verify design loads exceeding 40 tons. On this basis, we recommend that one compression
pile load test be conducted in accordance with the procedures presented in the North
Carolina Building Code and in ASTM D-1143. All pile driving operations and pile load
tests should be observed by a soils technician working under the direction of a registered
engineer.
S&ME, Inc.
6409 Amsterdam Way, Bldg. B-3
Wilmington, North Carolina 29405
r,

Pearsall Operating Company
April 9, 1997
Page 5
Should auger -cast grout piles be installed at this site, the foundation contractor
F" should exercise care to construct the test pile in the same manner as he proposes to
construct the production piles. Particular care should be taken to maintain a similar grout
F- factor (actual grout volume of the pile divided by the theoretical grout volume of the pile)
i so the geometric configuration of the test pile and the production piles will be similar.
CLOSING REMARKS
S&ME appreciates having the opportunity to be of service to you during this
phase of the project. If you have any questions or comments after reviewing this report, or
if we can be of additional service to you, please do not hesitate to contact us at your
convenience.
Very truly yours,
S&ME, INC.
1
Steven D. Kelly, P.E.
N. C. Registration No. 17638
Al 191A61
Michael W. Behen, P.E.
N.C. Registration No. 8384
SDK:MWB/jns
Attachments
copy: BMS Architects, Mr. Robert Sawyer
McKim & Creed, Mr. Bill Egan
S&ME, Inc.
6409 Amsterdam Way, Bldg. B-3
Wilmington, North Carolina 29405

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LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
SOIL TYPES
(Shown in Graphic Log)
CONSISTENCY OF COHESWE SOfl S
STD. PENETRATION
Asphalt/Concrete
RESISTANCE
Topsoil
CONSISTENCY BI 00WS/FOOT
Very Soft 0 to 2
Soft 3 to 4
Firm 5 to 8
O� Gravel
Stiff a to 15
Very Stiff 18 to 30
Sand
Hard 31 to 50
Very Hard Over 50
Slit
RELATIVE DENSITY OF COHES_TONLFSS SOTi c
Clay
STD. PENETRATION
RESISTANCE
Organic
®
RELATIVE DENSITY BLOWS/FOOT
Very Loose 0 to 4
Loose 5 to 10
Sandy
Medium Dense 11 to 30
Dense 31 to 50
® Silty
Very Dense Over 50
771 Clayey
SAMPLER TYP S
(Shown in Samples Column)
Ell Silty Sand
Shelby Tube
Clayey Sand
® Split Spoon
ffu Sandy Silt
I Rock Core
® Clayey Silt
❑ No Recovery
Sandy Clay
TERMS
® Silty Clay
Standard - The Number of Blows of 140 lb. Hammer
Penetration Falling 30 in. Required to Drive 1.4 in.
® Partially Weathered
Resistance I.D. Split Spoon Sampler 1 Foot.
(SPR) As Specified in ASTM D-1588
Rock
REC - Total Length of Rock Recovered In the Core Barrel
Divided by the Total Length of the Core Run Times
Cored Rock
®
100%.
ROD - Total Length of Sound Rock Segments Recovered
that are Longer Than or Equal to 4" (mechanical
breaks exluded) divided by the Total Length of
WATER LEVELS
the Core Run Times 100%.
(Shown in Well Diagram Area)
OVN - Organic Vapor Meter.
= Water Level At Termination Of Boring
ELEVATION - Refers to Ground Surface at Location of Well
- Water Level Taken After 24 Hours
= Loss Of Drilling Water
�-
= Hole Cave
S&NI'E
Environmental Services * Engineering * Testing

PROJECT: PROPOSED MULTI -STORY HOTEL
WRIGHTSVILLE BEACH, N.C. TEST BORING RECORD B-1
PROJECT NO.: I063-87--I40 ELEVATION: 0 NOTES:
LOGGED BY: PB . BORING DEPTH: 50 FEET
DATE DRILLED: 4-4-97
WATER LEVEL: 7'
DRILLING METHOD: WASH BORING
DRILL RIG: CME45
a
w
o
Sall Description c
o
ED
Asphalt Pavement
5
10
i
Medium Dense Tan and Gray Fine to
Medium SAND -Trace to Some Shell
Fragments (SP)
15
20
25
30
Very Dense to Dense Gray Fine to
Medium SAND - Trace of Shell Fragments
(SP )
w Standard Penetration Test Data w
a w SBlows/it) m
Ln 10 30 50 709
-25
20 1
14 1
[WMN111111®1
rage :I or z
Environmental Services
Engineering x Testing
28 1
52 1
38 1

'PROJECT: PROPOSED MULTI -STORY HOTEL
WRIGHTSVILLE BEACH, N.C. TEST BORING RECORD B-1
PROJECT NO.: 1083-97-140 ELEVATION: 0 NOTES:
LOGGED BY: PB . BORING DEPTH: 50 FEET
i - DATE DRILLED: 4-4-97 WATER LEVEL: 7'
I
DRILLING METHOD: WASH BORING DRILL RIG: CME45
U
r=- ^ - g w > Standard Penetration Test Data
w V a-o Sall Description 'o a w E '' (Blows/it) CL
m
�I
o cc J _< w 1 10 30 50 709
40
See soil description on previous page.
45 i
50
Boring completed at SO'.
Page : 2 o f 2
-55
42
Ell
38
Environmental Services
Engineering * Testing

'PROJECT: PROPOSED MULTI —STORY HOTEL
WRIGHTSVILLE BEACH, N.C. TEST BORING RECORD B-3
PROJECT NO.: 1063-97-140 ELEVATION: 0 NOTES:
LOGGED BY: PB BORING DEPTH: 50 FEET
DATE DRILLED: 4-4-97
WATER LEVEL: 7'
DRILLING METHOD: WASH BORING
DRILL RIG: CME45
a
d o
Sail Description >
W
O
Q -+
C
CD
Asphalt Pavement
5
Medium Dense Tan and Gray Fine to
Medium SAND — Trace to Some Shell
.J
Fragments (SP)
I.
is
20
Dense to Very Dense Gray Fine to
Medium SAND — Trace to Some Shell
Fragments (SP)
25
30—
Ld
a1 w Standard renetratlon Test Data I L I
w {Blows/it) m l
10 30 50 709 !!
Page : ! Dr 2 -t
Environmental Services
Engineering x Testing
Im
EX0
1®
48 1
38 1
25 1
29 1

PROJECT: PROPOSED MULTI —STORY HOTEL
WRIGHTSVILLE BEACH, N.C.
TEST BORING RECORD B-3
PROJECT NO.: 1063-97-140
ELEVATION: 0
NOTES:
LOGGED BY: PB .
BORING DEPTH: 50 FEET
DATE DRILLED: 4-4-07
WATER LEVEL: 7'
DRILLING METHOD: WASH BORING
DRILL RIG: CHE45
:
U
< o
Soil Description
w
LU
a_
Standard Penetration Test Data
o
J
I>U-1
J
w
(Blows/it)
!o
10 30 50 7
40
See soil description on previous ^�^�
45
50
Boring completed at 50'.
F_
I
e0 -so
F 85 -85
F
70 -70
Page : 2 of 2
Environmental Services
i Engineering x Testing
a
m
81

PROJECT: PROPOSED MULTI —STORY HOTEL
WRIGHTSVILLE BEACH, KC. TEST BORING RECORD B-4
PROJECT NO.: 1063-97--140 ELEVATION: 0 NOTES:
LOGGED BY: PB BORING DEPTH: 50 FEET
DATE DRILLED: 4-4-97
WATER LEVEL: 7'
DRILLING METHOD: WASH BORING
DRILL RIG: CHE45
W "'
a o
<
Soil Description 7
C
O
C7
Asphalt Pavement
Medium Dense Tan and Gray Fine to
Medium SAND - Trace to Some Shell
Fragments (SP)
5
10
15
20
Dense to Very Dense Gray Fine to
Medium SAND - Trace to Some Shell
Fragments (SP)
25
30
w a > Standard Penetration Test Data ,L II
W I a ( J I (Blows/it) m I
Cn W 10 30 50 709 i
—25
Page : 1 of 2
to WE$es
Engineering * Testing
21 1
23 1
15M
37 1
41 1
37 1
51 1
47 1

PROJECT: PROPOSED MULTI —STORY HOTEL
WRIGHTSVILLE BEACH. N.C. TEST BORING RECORD B-4
PROJECT NO.: 1063-87--140 ELEVATION: 0 NOTES:
LOGGED BY: PB . BORING DEPTH: 50 FEET
DATE DRILLED: 4-4-97 WATER LEVEL: 7'
DRILLING METHOD: WASH BORING DRILL RIG: CME45
o Soil Description
W `� J
0
LO
40
See soil description on previous page.
45
50
Boring completed at 50'.
r—
I
i
r
F
Standard Penetration Test Data
CL
(Blows/it) m
—50
—B0
-70
Page ,2of2
S&ME
Environmental Services
Engineering * Testing
75 I
n I
43 I

CALCULATION
I ION
PROJECT PROJ. NO.
CLIENT DATE
SUBJECT DES. BY
CHK. BY
ZV.t : /I- �5-1?.
f
F
w
Z u g 7
ds�`O�e���eiea`a
REMARKS

_ CALCULATION
PROJECT -&_E 24- 7 T "" PROJ. NO.
CLIENT Is 4 4C I-1 -�'C C l _ DATE
__ l b�1y k��l , 6iZ �_,,./ is L I ��I G�-�r
DES. BY H
SUBJECT l
CHK. BY
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REMARKS
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40Nl2KM&C=

CALCULATION
PROJECT VC7 b ►761 f% PROJ. NO.
CLIENT "Ri-A Arc DATE
e
SUBJECT -16),�-r `. % 1!! fir DES. BY
CHK. BY
REMARKS
MEN
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MEN
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01
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PROJECT , L1 • I ti� PROJ. NO.
CLIENT 5 d,'�Gi-t - I f5zv% DATE
SUBJECT '' "' DES. BYAJr—K
CHK. BY

CALCULATION
PROJECT PROJ, NO.
CLIENT DATE
SUBJECT DES. BY
CHK. BY
�%l �2 �I REMARKS
- ) f�Fli� 2 �,l�Li�'� 1 T'UrJ G/� J J��'L
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CALCULATION
PROJECT PROJ. NO.
CLIENT DATE
SUBJECT DES. BY
CHK. BY
REMARKS
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ALL /l16' ����S�F �'t eaAc�wx .

CALCULATION
PROJECT PROJ. NO.
CLIENT DATE
SUBJECT
DES. BY
CHK. BY
IREMARKS
sib r`������ 1�•7 i ,oti✓1L
j)i3v e-j-0,0 rw _ ►"14s-1
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Holiday Inn Sunspre- Resort
Wrightsville Beach, NC
i=B/ (Tc+D) AE
TnR ('rTRVR MWRTrTIn"Q
STOM E.-
SELECTED
25
B
177.36
D
28.5
E
0.8775434
TDR rTMVR rnRRTrTWN'TR
PIPESTOR
11/05/97 7
2
10
25
87.7
137
177.36
19.2
25.5
2B.5
0.8484
0.8617
0.8775434
C 0.9
AREA v
(ACRES 4.0
MASS INFLOW CURVE DEVELOPMENT
Tc (min.)
i
C
AREA
AC
INFLOW
TIME (SEC) VOLUME FT3
5
8.1
0.9
4.0
300
8,790
10
7.2
0.9
4.0
600
15,560
15
6.5
0.9
4.0
900
20,968
20
5.9
0.9
4.0
1200
25,411
25
5.4
0.9
4.0
1500
29,144
30
5.0
0.9
4.0
1800
32,335
40
4.3
0.9
4.0
2400
37,538
60
3.5
0.9
4.0
3600 44,971
80
2.9
0.9
4.0
4800 50,144
100
2.5
0.9
4.0
60001 54,033
120
2.2
0.9
4.0
7200 57,109
180
1.6
0.9
4.0
10800 63,601
240
1.3
0.9
4.0
14400 67,923
360
0.9
0.9
4.0
21600 73,673
720
0.5
0.9
4.0
432011 82,873
1440
0.3
0.9
4.0
8640 91,749
r
HOLIDAY INN PIPE STORAGE.XIS 11/5/97

PIPESTOR
11/05/97
Holiday Inn Sunspre- Resort
Wrightsville
Beach, NC
MASS INFLOW / STORAGE / AND EXFILTRATION FROM INFILTRATION
TRENCH
Q = K*I*A
Drainage area(AC) =
4.00 w
Pipe size (ft) =
1
Storm e
25 l&rQ�
ch width (ft)
15.0
Trir
-11"
a--eaftl
Pipe r
p,gft
Trench side height (ft) =
5
stone are (fftt
Stone volas M )
74.2
A = Area of exfiltration
13630
(ft2) =
29.7
K = Coeff of permeability 1.0E-02 ft2
Total voids per 1
30.5
i = Hydraulic gradient
1.00 cm/sec
Q/ =
2.24 cfs/trench
/
v
Q/ =
106 avd/ft2
INFLOW / EXFILTRATION / STORAGE RATINGS CHART
TIME
(min)
ACCUMULATED
MASS INFLOW
(cubic feet)
E$FILTRATION
VOLUME
(cubic feet)
STORAGE
REQUIREMENTS
(cubic feet)
AVAILABLE
STORAGE
(cubic feet)
STORAGE SURPLUS
(DEFICIT)
(cubic feet)
5
8,190
671
8,119
41,532
33,413
10
15,560
1,342
14,218
41,532
27,314
15
20,968
2,012
18,956
41,532
22,576
20
25,411
2,683
22,728
41,532
18,804
25
29,144
3 354
25,790
41,532
15,742
30
32,335
4,025
28,311
41,532
13,221
40
37,538
5,366
32,172
41,532
9,360
60
44,971
8,049
36,922
41,532
4,610
80
50,144
10,732
39,412
41,532
2,120
100
54,033
13,415
40,617
41,532
915
120
57,109
16,098
41,011
41,532
521
180
63,601
24,148
39,454
41,532
2,078
240
67,923
32,197
35,726
41,532
5,806
360
73,673
48,295
25,378
41,532
16,154
720
82,873
96,591
(13,717)
41,532
55,249
1,44D
91,749u
193,181
(101,432)
41,532
142,964
0
0
0
0
41,532
41,532
0
0
0
0
41,532
1 41,532
0
0
0
0
41,532
41,532
0
0
0
0
41,532
41,532
� Q
•
r �
r s
- e r
s
HOLIDAY INN PIPE STORAGE.xlS 11/5/97

CALCULATION
PROJECT PROJ. NO.
CLIENT DATE
SUBJECT
DES. BY_
CHK. BY
REMARKS
A �v

CALCULATION
PROJECT PROJ. NO
CLIENT DATE Jr
�SUBJECT DES. B
CHK. BY
i
i
Vot k
CIS
s
11"Or-M A DKS

SOIL SURVEY
TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
!Available! 1 Shrink- ; Risk of corrosion
Soil name and !Depth! Permea- ! water 1 Soil 1 swell ; Uncoated 1
map symbol ! ! bility !capacity :reaction !potential ; steel 1 Concrete
In 1 In per
....,
hrraT—
ewhan:
Nh---------------- 1 0-721
Norfolk: —T___7
No ---------------- 1 0-121
112-851
Onslow:
On ---------------- 1 0-171
117-641
i i
Pamlico: ! !
Pm ---------------- 1 0-361
136-601
Pantego:
Pn---------------- 1 0-161
116-991
Rains:
Ra---------------- 1 0-8 1
1 8-641
164-681
Rimini: ! !
Rm---------------- 1 0-561
l56-801
Seagate:
Se ---------------- 1 0-121
112-281
128-361
136-401
140-661
! !
1Sh:
Seagate part-----! 0-121
12-281
28-361
36-401
14.0-661
Stallings:
St----------------! 0-14:
14-541
l54-681
Tidal marsh:
TM.
Torhunta: ! :
To ---------------- 1 0-201
120-471
147-641
! !
Wakulla:
Wa---------------- 1 0-301
130-481
148-641
Woodington:
Wo---------------- 1 0-7 1
1 7-651
Wrightsboro: ' '
Wr----------------! 0-9
9-481
148-651
1 1
Soil
! ! ! ! !
>20 ! <0.05 : 6.6-7.8 !Low ------- ;High --------- 'Low.
2.0-6.0 io.o6-0.10!
0.6-2.0 10.10-0.15:
I !
! !
>6.0 10.07-0.111
0.6-2.0 10.12-0.17:
! !
! !
0.6-2.0 10.24-0.261
6.0-20 10.03-0.06:
! :
2.0-6.0 10.10-0.201
0.6-2.0 :0.12-0.201
! !
! !
2.0-6.0 10.08-0.121
0.6-2.0 10.10-0.151
0.6-2.0 10.10-0.151
!
! :
>20 10.02-0.051
0.6-2.0 10.03-0.07
! !
6.0-20.010.03-0.061
6.0-20.010.05-0.121
6.0-20.0l0.03-0.061
0.6-2.0 10.12-0.201
0.6-2.0 10.15-0.201
:
! :
6.0-20.010.03-0.061
6.0-20.010.05-0.121
6.0-20.010.03-0.06:
0.6-2.0 10.12-0.201
0.6-2.0 10.15-0.201
! !
: !
6.Q-20 10.06-0.111
2.0-6.0 :0.10-0.151
2.0-20 10.06-0.151
1 1
1 1
: !
: 1
! :
2.0-6.0 10.10-0.151
2.0-6.0 10.10-0.151
6.0-20 1 <0.05 1
! !
: 1
6.0-20 1 <0.05 1
6.0-20 10.05-0.101
6.0-20 1 <0.05 1
: !
2.0-6.0 10.10-0.151
2.0-6.0 10.10-0.151
! 1
4.5-6.0 !Low ------- !Moderate ----- !High.
4.5-5.5 Mow ------- !Moderate ----- !High.
I : !
: : !
3.6-5.5 !Low ------- !High -------- -!High.
3.6-5.5 !Low ------- !High --------- !High.
3.6-4.4 1---------- !High --------- !High.
3.6-5.5 !Low ------- !High --------- !High.
! ! !
i
4.5-5.5 :Low ------- !Moderate ----- !High.
4.5-5.5 !Low ------- !High --------- !High.
! ! !
4.5-6.5 !Low ------- (High --------- !High.
4.5-5.5 !Low ------- !High --------- !High.
4.5-5.5 !Low ------- !High --------- !High.
! ! !
1 ! !
3.6-5.5 !Low ------- !Low ---------- !Low.
3.6-5.5 !Low ------- !Low ---------- !Low.
! ! :
3.6-6.0 !Low ------- !High --------- !High.
3.6-6.0 !Low ------- !High --------- !High.
3.6-6.0 !Low ------- !High --------- !High.
3.6-6.0 :Low ------- !High --------- !High.
3.6-6.0 !Low ------- !High --------- !High.
! ! !
! ! !
3.6-6.0 !Low ------- !High --------- !High
3.6-6.0 !Low ------- !High --------- lHigh.
3.6-6.0 !Low ------- !High --------- !HiBh.
3.6-6.0 !Low ------- !High --------- !High.
3.6-6.0 :Low ------- !High --------- Nigh.
i
3.6-5.5 !Low ------- !High --------- :High.
3.6-5.5 Mow ------- !High --------- !High.
3.6-5.5 Mow ------- Nigh --------- !High.
i
!
3.6-5.5 !Low ------- !High --------- !High.
3.6-5.5 Mow ------- !High --------- Nigh.
3.6-5.5 Mow ------- !High --------- Nigh.
: ! !
: ! !
4.5-6.0 Mow ------- Mow ---------- !High.
4.5-6.0 Mow ------- !Low ---------- Nigh.
4.5-6.0 !Low ------- :Low ---------- !High.
! 1 '
3.6-5.5 ::Low ------- !:High --------- lHi h.
3.6-5.5 ''Low ------- !High --------- :High.
2.0-6.0 10.10-0.151 4.5-6.0 !Low ------- :Moderate ----- !High.
0.6-2.0 10.12-0.201 4.5-6.0 Mow ------- !Moderate ----- !High.
.06-0.2 10.18-0.201 4.5-6.0 !Moderate :Moderate -----!High.
1This mapping unit is made up of two or more dominant kinds of soil. See mapping unit
esdription for the composition and behavior of the whole maovina unit.

MON,
.F,HWA'*.TS'80'218
lfiddrgroun:d
k�..Dlspos 00
e r-A
J."M
unow
Design
Guidelines
29MEinual
bru-a'-r9b-980"
17
MENT ANSPORTAI
dpral...High.way AdministrationR
yes esegq.. and Development,,
�plementat" 'PD'
P-,L,
c ! I

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
November 4, 1997
Mr. Andy Mills, P.E.
McKim and Creed
243 North Front Street
Wilmington, NC 28401
NCDENVI
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL rgLSOURCE5
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 941015 Modification
Holiday Inn Sunspree Wrightsville Beach
New Hanover County
Dear Mr. Mills:
The Wilmington Regional Office received a modification to the Stormwater Management Permit
Application for Holiday Inn Sunspree Wrightsville Beach on October 31, 1997. A preliminary review of
that information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
1.2 The calculations have not been sealed.
Utz J 2. The calculations are incomplete. Please provide the depth to the SHWT and indicate that you
are at least 2' above it; show how you calculated the volume required to be stored; and
provide a drawdown calculation.
✓ 3. Please show the proposed grading/spot elevations to indicate how runoff from the outdoor
pool deck and turfstone employee parking areas will get into the system.
+. 4. Delineate all wetlands on site, or note on the plans that none exist.
t/5. Provide a vicinity map on the plans, per the requirements of NCAC 2H.1003(g)(3).
A. Delineate the drainage area to each system.
7. Will you be using the same soils report that was submitted in 1994?
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

TO: NCDEHNR
127 Cardinal Drive Extension
Wilmington, N.C. 28405
ATTENTION: Linda Lewis
LETTER OF TRANSMITTAL
DATE:
October 31 1997
PROJECT NO: 00580126.OW
RE: Holiday Inn Sunspree Resort
Stormwater Submittal
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ® Prints ❑ Shop Drawings ❑ Samples
les
E] Specifications Calculations Other -
Quantity
Drawing No.
Rev.
Description
Status
3
Application
F
3
Plans & Calculations
F
1
Check for $22"01%.w
F
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Note�Q��r%� �
4. Amend & Resubmit 5. Rejected -See Remar E H
REMARKS
E C E 1 V E
OCT 3119.97 U
D E M
5625 DILLARD ROAD, SUITE 117, CARY, NC 27511 33AD FAX [phone]
cc: BMS Architects McKI CRNGIN , P
File
Signed
ills, Pfo—ject Desi
11MCE_WIL\DATAICAD10383100331ADM IN1SWiRANS.doc

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Mr. Mills
November 4, 1997
Stormwater Project No
SW8 941015 Modification
8. Porous (turfstone) pavement is still considered impervious and must be accounted for.
9. What areas are concrete? Without a legend, it is difficult to distinguish the various proposed
surfaces.
10. Please show the typical connection from the catch basin to the infiltration trench. Does the
invert of 5 correspond to the invert of the 12" ADS piping?
11. Please show the actual building footprint above the parking area.
12. Provide a bypass for the excess design storm, or indicate that the infiltration system can store
and infiltrate the 25 year, 24 hour storm with an intensity of 2" per hour for 2 hours.
,/'13. What is the void ratio for #57 stone?
41'' 14. Provide a signed agent authorization from Mr. Pearsall for Mr. Bowman to sign on Mr.
r Pearsall's behalf.
15. Provide a new signed Operation and Maintenance plan.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to December 4, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
, /,. �- I d, ,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\941015.NOV
cc: Linda Lewis
Central Files
PA

Sun Spree 'Resort -
Wrightsville Beach.
TOWN OF WRIGHTSVILLE BE.'AQH NORTH. CAROLINA
DIT10-1 ' USE ��uBiu�IT�r'
AL
APRIL 7, 1997
REVISED MAY 1, 1997 - INCORPORATING STAFF COMMENTS
REVISED OCT 06, 1997.FOR RESUBMITTAL
REVISED OCT 21,1997- INCORPORATING STAFF COMMENTS
PREPARE® BY:
[InBMS ARCHITECTS, PC
514 Market Street PO Box 3667
Wilmington, North Carolina 28406
Phone [phone]
FOR:
PVC INC., DBA PEARSALL OPERATING COMPANY
ROCKY M-OUNT, NORTH CAROLINA
Drawings Index:
Cover Sheet
C1.0. Site And Layout Plan
C2.0 Grading And Drainage Plan
C2.1 Grading And Drainage Details
A1.0 Site Plan .- Existing Conditions
A1.1 Building And Landscape Plan Proposed Development
A1.2 Building And Site Lighting Plan
A2.1 Site And Level One Parking Plan
A2.2 Level Two Parking Plan
A2.3 Level Three Floor Plan .
A2.4 Tower Floor Plans
A3.1 Building Elevations
A4.1 Aerial View From Southwest

R9.5
65' ACCESS R W
MN XMT T"m wl TN
wm
PUBLIC BEACH ACCESS PARKING 65' ACCESS RIGHT OF HAY *1&4"' rV7"'-E'R'
Twl MB:T
10
PUBLIC PARKING/ BEACH ACCEW
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R 9.51 (TOLL-)
I.
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FENCE 01 RETI
ROLLING 4T,_ DR16T
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LP GAS IAW FUEL OIL TANK
20.0'
FOUNTAIN
W.S.E.
TO GARAGE
Ma 2
I T I I T -4--
PARM LEVEL I
Iff AUJITEcTm PLms
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A
REQULATIONS,
C-4
TRACT SIZE . 4j1 ACRES
243 N. FRONT STREET
YALMINGTON, N.C. 28401
SETBACK.
ISLANDER C04Dalpilums
51DE 20 FEET
COMMON ARE4
REAR 20 FEET
FRONT SO FEET
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EX TOP OF WALL
TLRFSTONE POPZAWG W57EH—J EXISTING F1 FV OCT. 21, 1997
N/F SEE DETAIL SHE' C2.1 12.0
SEA OAKS MANAGEMENT CO. ;� - v - 11 CXJNC- SEA
5TORMWATER CALCULATION5 1-cuANDER CONDOM)N)ulis
CA21PM AREA
PER TOWN OF WRIG14TSVILLE BEACH PROCEDURE
AMOUNT OF 5TORMWATER TO BE RETAINED - TOTAL AREA X 1.62 GALLONS/So.FT.
NET AREA OF PARCEL - M,081 50. FT. MqKM4&CFM
179,081 SOFT. X 1.62 GALLONS/SQ.FT. - 2-10,112 GALLONS 243 N. FRONT STREET
290II2 GALLONS/213 GALS./FT OF 12' PIPE . 1,362 FT, OF 12' PIPE VALMINGTON, N.C. 28401
N>)
401 200 o 40' ao. <-�)
SCAI F: I- . I NORTH 70OR' T
02

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NTS
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BACKFILL Y0109 WITHEDGING AND ANCHORS RECC-
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GRADING AND
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DETAILS
im NUMBER
9W22 1
REVISIONS
OCT. 21, 1997
SRO NUMBER
Q2.1

1
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SARA BROOKS AND i
JOHN W. CREAGH
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HENRY E. MILLER JR.
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966M
DRAWN BY
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CHECKED BY
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Oct 21. 1997
Al .0
10@1/97 11 A2 AM

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INCLUDE:3TREES
6 6 SHRUBS PER
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fl
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1. ALL LANDSCAPE AREAS WITHIN THE BOUNDRY LINES
ARE TO BE MAINTAINED WITH A FULL IRRIGATION SYSTEM -
TIMER OPERATED.
2. PLANT MATERIAL WHICH IS VULNERABLE TO COLD WFATHER
CLIMATE SHALL BE PLANTED DURING THEIR GROWING SEASON
OR SHALL BE INSTALLED AT THE BEGINNING OF THE NEXT
GROWING YEAR
& ALL AREAS NOT SHOWN TO BE PAVED OR OTHERWISE
LANDSCAPED SHALL BE GRASSED.
4, ALL AREAS IMMEDIATELY AROUND BUSHES AND
CLUSTER PLANTINGS TO RECEIVE 3.OF PINE STRAW.
0 TL; NIRY
ATIEVEL2
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❑ ❑ ❑Duo
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LEVELS
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IS I➢E ANO BEACHA�5
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I1/ PO Box 5697
MD_ PFooNaTRucn oIN TWI' T&gtw. NC 28406
w9 E REAse ro eE EttENCEO ( 0) 762.2621
IN70RgNiLF.WAT 1 Fax -(910)762.85018
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FLAT ROOF AT
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BUFFERVMD TO INIBS PER
3 1F SHRUBS PER
ER MOVED FRG
THE
LANDSCAPING WILL BEREMOVEDFROMMINI
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100 LINEAR FT
SITE. THE ONLY HARD STRUCTURE REMAINING
WILL BE THE CONCRETE E
R00F PLAN & LAND
APING PLAN
2. ALL CONSTRUCTON IN RIGHT OF WAYS STOL
SCALE:1" = 20'
SHEET NUMBER
MEET NC D.O.T.AND TOWN REQUIREMENTS.
THE ISLANDER
LANDSCAPE DATA:
0' 51101 25' 50'
10(y
TOTAL AREA OF PAVEMENT AT PARKING AREA 34430
SO. Fr.
A1.1
(COMPUTED BY REGULAR GEOMETRIC SHAPE)
TRUE PROJECT
INTERIOR PLANTING AREA
7,2S5 SO, FT. -1 R %
NORTH NORTH .10Y23/97 5:07 PM

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JOB NUMBER
9M22
DRAWN BY
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CHECKED BY
RIMS
DATE
Oct 21. 1997
SHEET
A1.2
101211973:50 PM

NEW ASPHALT PAVING Will
65' ACCESS R ! W NEW CURB 6 GUTTER _ PUBLIC BEACH ACCESS ! PARKING
I
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THIS LEVEL:162
PROJECT TOTAL: 262
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WRmhM.o ,NC 26406
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SITE & LEVEL
ONE PARKING
PLAN
96022
DRAWN BY
JMB
CHECKED BY
RWS
Oct 21.1997
JOB
REWNUvoNsMBER
A2.1
10121/97 5:02 PM

DARK1NO SEAMS-
THIS LEVEL:100
PROJECT TOTAL: 282
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ll�MN
BMsaa, Bcisjrc
614 Market Btram
PO Box 6667
W1h bW.. NC 2B406
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960228�
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Oct 21, 1997
REVISIONS
LyF FI 7 PARKING PLAN
SCALE: 1" = 20'
(I
SHEE7 NU
a 5110, 25' 50, 100,
TRUE
PROJECT
Q 2.2
NORTH
NORTH
10/27197 5:10 PM

ABOVE LEVEL
PARKING
IISMN
BWtS A dik2krlc
514 Market Street
PO ow am
W4niMbN NO 28406
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96022
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DECKED BY
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DATE
Od 21. 1997
REM N5
Oct 24. 1997
LEVEL 3 FLOOR PLAN
SCALE:1• 20' SHEET NUMBER
0' S' 10' 26 50' 109 (1)
TRUE PROJECT ' `2' 3
NORTH NORTH
10/29t87 5:12 PM

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514 Market Street
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JOB NUMBER
96022
DRAWN BY
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CHECKED BY
RWS
DATE
Oct 21, 1997
Oct24,1997
LEVELS 5-7 TYR FLOOR PLAN
SCALE: 1" = 20' SHEET NUMBER
0' 5110 26 w 100'
TRUE PROJECT A2.4
NORTH NORTH
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4TH FLOOR
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section
Secretary
May 28, 1997
CERTIFIED MAIL P 057 083 013
RETURN RECEIPT REQUESTED
Robert W. Sawyer
DBA Pearsall Operation Co.
300 N. Winstead Avenue
Rocky Mount, NC 27804
Subject: REQUEST FOR STORMWATER MANAGEMENT
PERMIT APPLICATION
Holiday Inn
Stormwater Project No. SW8 941015
New Hanover County
Dear W. Sawyer
On May 23, 1997, The Wilmington Regional Office received a copy of the CAMA Major Application for Holiday
Inn. The North Carolina Administrative Code requires any project that must receive either a Sedimentation and Erosion
Control Plan permit and/or a CAMA major permit to apply for and receive a Stormwater Management Permit by the
Division of Water Quality. Any construction on the subject site, prior to receipt of the required permit, will constitute a
violation of 15A NCAC 2H. 1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal date must
be received in this Office no later than June 23, 1997, or the subject project file will be closed and construction may
experience a subsequent delay. If you have any questions, please call me at (910)-395-3900.
Sincerely,
Linda Lewis
Envirormaental Engineer
RSS/arl: S:IWQSISTORMWAMTORMSUB1941015.00T
cc: Tony Roberts, New Hanover County Inspeztions
Linda Lewis
Central Files
127 Cardinal Drive Edon, Wiilmingum, N.C. nQ5-3845 0 Telephone [phone] a Pax 910-350-2004
An Equsl Opporpm4 Affw= ive Aobon Employer

APPLICATION FOR MAJOR CAMA PERMIT-�
MAY 2 3 1997
HOLIDAY INN, SUN SPREE RESORT DIVISION OF
COASTAL MAkIAGEIdIENT
PROJECT NARRATIVE
This application is for construction of a new hotel on the site to be cleared by
demolition of the existing Holiday Inn Hotel extensively damaged by Hurricane "Fran".
The new structure will be set back 120' from the first line of vegetation. The site will be
filled Generally to elevation 12.00 MSL. This level of the project will be utilized for
parking and a swimming pool. The entrance to the hotel will be at level 2 - elevation
22.00 MSL accessed by vehicular ramp. The motor lobby is at this level with elevator
and stair access to level 3 main lobby but the balance of the area within the building
footprint at level 2 is utilized for parking and mechanical equipment.
Level 3 - elevation 32.00 MSL contains the main lobby, restaurant, banquet and
meeting spaces, administrative offices, and facilities for food service and
housekeeping. All commercial spaces are at level 3.
Levels 4 through 9 are guest room floors. The hotel is designed to serve 196 rooms.
The first guest room floor is at elevation 47.00 MSL.
Water and sewer service will be provided by the Town of Wrightsville Beach from
existing mains in the North Lumina - Highway 74 frontage.
Access to this hotel will be from North Lumina Avenue - US Highway 74. Service
access will be from the Wrightsville Beach public access and parking lot that adjoins
the north boundary of this site.
This site is in Wrightsville Beach Zoning District IV. The project complies with all
requirements of the Zoning Ordinance and the North Carolina Building Code.
This site has bee;; cccupied by a hotel since 1970. There are no "404" wetlands
present.
Prepared by Robert Sawyer, FAiA - ANiii 28, i 397
Authorized Agent for the Owner

Form DCM-MP-1
APPLICATI
ox
MAY 2 3 1997
(To be completed by all applicants) Q{V{SIUh! OF
COASTAL MA14AG EM ENT
b. City, town, community or landmark
1. APPLICANT Wrightsville Beach
• v
a. Landowner: PVC Inc.
Name DBA Pearsall Operating Co.
Address 300 N. Winstead Avenue
P 0 Box 7965
City Rocky Mount State NC
Zip 77R04 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Robert W. Sawyer
Address 514• Market - Street
P 0 Box 3667
City Wilmington State NC
Zip 28406 Day Phone [phone]
Fax [phone]
C. Project name CIf any) Holiday Inn
Sun Spree Resort
N07P: Permit %Q be issued in name of lmidmmer(r), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
C. Street address or secondary road number
-1706 North Lumina Avenue
NC Highway 74
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic Ocean
3. DESCRIPTION AND PLANNED. USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct a new hotel on site of
existing hotel to be demolished
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
Please refer to the project narrative
attached.
Revised 03195

Form DCM-MP-1 _ � —a
U�,,7 �- n
MAY 2 3 1997
in. Describe existing wastewater treatment facilities.
4. LAND AND WATER DIVISION OF wr • tsville Beach sewer system pumps
CHARACTERISTICS COASTAL NiACdRGEt �o ew Hanover County treatment
facility.
a. Size of entire tract 4.1 acres
b. Size of individual lots)
NA
c. Approximate elevation of tract above MHW or
NWL 10.00 MSL
d. Soil type(s) and texture(s) of tract
DenGe'clean sand (per 50' deep borings)
e. Vegetation on tract None
f. Man-made features now on tract
Existing hotel to be demolished
g. What is the CAMA Land Use Plan land
classification of the site? (cowylt the local lm,d use plm.)
Conservation
X Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
Commercial District IV
i. Is the proposed project consistent with the applicable
zoning? x_ Yes No
(Attach zoning conplimtce cenijtcate, if applimble)
j•
Has a professional
done for the tract?
If yes, by whom? -
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yea ._ No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
No run off. Stormwater to be contained
_on site by around absorption
o. Describe existing drinking water supply source.
Municipal- water system
Deep well supply source
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be subndtted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims tide, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-1VVY `-
1- 1 —
site. Include highway or secondary road �SR) j; r,i,
numbers, landmarks, and the like. 6. CEATIFICATION AND PERMISSION
h Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Town of Wrightsville Beach
Address _ 321 Causeway Drive
Phone [phone]
Name The Islander Inc.
Address 1704 North Lumina Avenue
Phone [phone]
Name
Address
Phone
s A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NA
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
° A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Au.
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained N the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the hest of my knowledge.
This is the 5th day of May , 19 97
Print Name Robert W. Sawyer
Signature k/.
Lmdm~r or Aahorized Agem
Please indicate attachments pertaining to your proposed
project.
DCM MPS- Excavation and Fill information
x DCM MP-3
Upland Development
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and dare each arrachment in the
space provided at the bosom of each form.
Re fined 03195

Form DCM-MP-3
UPLAND i
DE'ITELOP.V,-r� T MAY 2 3 iQ97
' ' �- r
v ! •.
UN .�.
(Construction and/or land disturbing activities) COASTAL MA14�1C�EtIENT
m
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete. all
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater
other sections of the Joint Application that relate to this
proposed
Certification.
Has a site development plan been submitted
project.
to the
Division of Environmental Management for
a. Type and number of buildings, facilities, units or
review?
X Yes No
If Yam. date submitted 5/23/97
structures proposed One reinforced concrete
building — see project Narrative
i. Describe proposed method of sewage disposal.
b. Number of lots or parcels One parcel �
(existing Holiday
Town of Wrightsville Beach —
Municipal System
Inn site)..
c. Density (give the number of residential units and the
J• Have the facilities described in Item i. above
units per acre) 48 hotel cue
acre
received state or local approval? Yes
(Attach appropriate doewne radon)
Town of Wrightsville Beach Municipal Syste
d. Size of area to be graded, filled or disturbed
k. Describe location and type of proposed discharges to
waters of the state (for example,
including roads, ditches, etc. 4.1 acres
179,081 SF
surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash down" and residential discharges).
e. If the proposed project will disturb more than
No discharge to State waters
one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has
1. Describe proposed drinking water supply source
a sedimentation and erosion
control plan been submitted to the Division
(e.g. well, community, public system, etc.)
' Town
of Land
Resources? X Yes No
of Wrightsville Beach Municipal System
If yes, date submitted 5/16/97
In. Will water be impounded? Yes X
f. List the materials (such as marl,
No
If yes, how many acres?
paver stone,
asphalt, or concrete) to be used for paved surfaces.
n. If the project is a oceanfront development,
Asnhai r and =j1cxe -e
when
was the lot(s) platted and recorded? 11126/91
(To present owner) originally platted
in 1968.
g. Give the percentage of the tract within 75 feet of
Holiday Inn SunSpree Resort
Applicant or Project N
MHW or NIVL, or within 575 feet in the case of an
� -
Outstanding Resource Water, to be covered by
S•
Signature
impervious and/or built -upon surfaces, such as
'g7-
Pavement, buildings, rooftops; or to be used for
- I 23 ,
vehicular driveways or parking. 67%
Date '
Revised 03/95

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This Instrument Prepared By: Leon Henderson, Jr. r) l '!
�V MAY Z, J 1997
NORTH CAROLINA DIVISION O IIEW HANOVER
w Y(-%Ik%TAL
�z
MAI4AGEMENT
v
THIS DEED made this the 25th day of November, 2991, by and
between Lumina Avenue Corporation, Grantor to PVC, Inc., whose address
is
Post Office Box 7965, Rocky Mount, NC 27804-0965, Grantee; The
designation Grantor and Grantee as used herein shall include said
parties, their heirs, successors, and•essigns, and shall include
singular, plural, masculine, feminine or neuter as required by
W
context.
-i
WI TNESSETH:
'a
Than the Grantor, for a vtluable consideration paid by the
Grantee, the receipt.of which is hereby acknowledged, has.and by these
presents does grant, bargain, sell and convey unto the Grantee in fee
simple, all that certain lot
or parcel of land situated in the Town of
"-Wrightsville Beach, Township, New Hanover County,
North Carolina and more particularly described as follows:
U
BEGINNING at & point in the eastern line of the right of way
of North Lumina Avenue, said point being located N.
n
�i
340 240 E. 924.95
feet, as measured along the east margin of the right of way of North
Lumina Avenue, from the
y,
northeast corner of the intersection of North
Lumina Avenue and Mallard Streets said point also being located at the.
northwest corner of The Islander Condominiums (hereinafter called "The
Islander") as shown on the
plat recorded in Condominium Plat Book 1 at
Pages 1-4 of the New Hanover County Registrys running thence from
r,
7Z
said
beginning point along the east margin of the right of way of North
Lumina Avenue, N. 348
V
241 E. 334 feet to the southeast cornerz'of the
intersection of North Lumina Avenue and a,65 foot
^c-
access road (said 65
foot access road being shown on the recorded plat of Shell Island,
Soetion 2, an recorded in Map Book !, page 50, New Hanover County
Btogictry)s running thence alonq the
-T
Q
south margin of the right of way
of said access road,'S. 55. 361 Z. 538.16 feet to a points running -
thence along a new line, S. 34. 240 W. 316.57 feet to'a points thence
N. 55. 360 W. 38.16 feet to a points thence
®
S. 34. 241 W. 17.43 feet
to a point situated at the northeast corner of The Islanders running
thence
:t
along the north line of The Islander, N. 55. 36v W. 500 feet to
the point of beginning.
TO HAVE AND To HOED the aforesaid lot or parcel of land and
all privileges and appurtenances thereto belonging to the
too simple. Grantee in
And the Grantor covenants with the Grantee, that Grantor is
rw. ktW%MOVZN etoo "twwao=.
rly
P&It00 $9008 � isL(0
pYH � �Ulf
15c;UNAReal Ea t jk
Flea!Ex6i�Esuis
AUG 2 2 1°1.1 EWIS Yaps
• u
DIVISION OF
COASTAL MANAGEMENT

I"
seized of the premises in fee simple, has the right to convey the same
in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor Will warrant and defend the title
against the lawful claims'of all persons whomsoever except for the
exceptions hereinafter stated. Title to the property hereinabove
described is subject to the following exceptions:
Easement to Carolina Power and Light Company recorded in Book
850, Page 670, New Hanover County Registry.
IN WITNESS WHEREOF, the'Crantor has hereunto met his hand
and seal, or if corporate, has caused this instrument to be signed in.
its corporate name by its duly authorized officers and its seal to be
hereunto affixed by authority of its Board of Directors, the day and
,j."! vN irst above writton,_ . .
`l
ow
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4 �i.,
y
qtG
a, A* _
secretary
NORTH CAROLINA
4 Z COUNTY
BY:
---- . . - v .%",I
���l�Slt7Eu OF
C'ORSTAL MANAGEMENT coo
C"
r, a N to Public f'the County and State aforesaid, -4
certify that , personally came before
me t is day an ck ed that (:)he s
Secretary of
an that by authorlt du
a North Carol na corporation,
."a foregoing instrument was signeddinsits+ act bf name by ite corporation,
PresidQn , sealed with corporate seal and attested by �`��
as its Secretary.
Witness my hand and official seal, this the• -
day of
, 199�1.
�Wota Pu c OF
My Commission expirer.: / /qq HAztd,. WRYANT
NorAer rur.I. C
LH906.11 X"b Gmaty. N. C.
STATE OF NORTH CAROUNA my cwws. Lap, 10-41•9e
Ntw Hsnorcr County � 19 11 VIE
. n�K�F,•—:t�+—nei wnm.�e c..afio�.srfar
AUG 2 2 1991
Rob Un...CkkH.. �'• DIVISION OF
COASTAL MANAGEMENT

m
VICINITY MAP
NOT TO SCALE
AREA MAP
NOT TO SCALE
I
N/F
ARA BROOKS ANb
IOHN W. CREAGHI
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NIF
HENRY E. MILLERJ .
ET.AL I
DRIVEWAY
NIF
SEA OATS ASSOCt
DRIVEWAY '
I
DRIVEWAY I
NIF
PELMON J. JR. ANI,
JULIE HUDSON
DRIVEWAY
i
DRIVEWAY
NIF
GEORGE W". AND
RACHEL C. BAUGHMAN
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DAVID R. ANSELL
NIF NIF N/F
BARBARA I GERALD P. AND I N/F I DONALD R.
BISSET, ET. AL - I SHARO MCLAUGHLIN� BERT HOFFMAN� - BRANCH, ET.AL
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THE ISLANDER
CONDOMINIUMS
ATLANTIC
OCEAN
G TIMBER &
TE SEAWALL
(10 STORY v MAY 2 3 1997
STRUCTURE) r DIVISION OF
COASTAL MANAGEMENT
EXISTING BLDQ & CONTOURS (D
TRUE
SCALE: 1 " = 60' NORTH
(1)
PROJECT
NORTH
i
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S 14 Msket Street
PO Box 9667
t*, on,NC2040E
el - 10 J62-2621
fex- 910 762-0506
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VICINITY MAP
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HENRY E. MILLER J .
ET.AL
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DRIVEWAY
DRIVEWAY
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N/F
DAVID R. ANSELL
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N/F
BARBARA
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MAY 2 31997
DIVISION OF
COASTAL MANIAGEMENT
N/F I
BERT HOFFMAN
THE ISLANDER
CONDOMINIUMS
(10 STORY
STRUCTURE)
N/F I
DONALD R.
BRANCH, ET.AL
BOARDWALK
CROSSOVER:
PUBLIC BEACH
ACCESS
ELEVATED
BOARDWALK
CROSSOVER:
PRIVATE ACCESS
ATLANTIC
OCEAN
ELEVATED
BOARDWALK
CROSSOVER:
PRIVATE ACCESS
EXISTING TIMBER &
CONCRETE SEAWALL
(D b
PROPOSED BLDG & CONTOURS
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SCALE: '12" = V-0"
MAY 2 31997
DIVISION OF
COASTAL MA14AGEMENT

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INLET SEDIMENTATION CONTROL
NOT TO SCALE
14'
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#57 W ASHED STONE
12" ADS; PERFORATED
CORRUGATED TUBING
(PERFORATIONS DOWN)
MIRAFI 140 N OR EQUAL
OVERLAP AT TOP 5'
INFILTRATION TRENCH DETAIL
NTS
PER TOWN OF WRIGHTSVILLE BEACH PROCEDURE
AMOUNT OF STORMWATER.TO BE RETAINED = TOTAL AREA X 1.62.GALLONS/SQ.FT.
NETAREA OF PARCEL= 179,081 SQ. FT.
179,081 SQ.FT. X 1.62 GALLONSISQ.FT. = 290,112 GALLONS
290,112 GALLONS/215 GALS.IFT OF 12" PIPE=1,350 FT. OF 12" RIPE -
TEMPORARY SEEDING
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SILT FENCE DETAIL
NOT TO SCALE
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GRASS TYPE
AMOUNT/
TIME OF
INITIAL
FERTIL/ZAT/0AVI000SF.
RYE GRAIN
-
1 1
NA
BROWNTOP MILLET
1-2 LBS.
I JUNE THRU AUG.
•
25 LBS. 10-10-10
NA NA
NA
NA NA
NA
PERMANENT SEEDING
GfIASS TYPE
AMOUNT/
1000 SF
TIME OF
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
EACH 4-8 WEEKS
AUG. -SEPT.
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
' FESCUE, TALL
(KENTUCKY 31)
5-7 LBS
'
SEPT. THRU OCT.
FEB. THRU OCT.
LBS. 1010-10
FEB. - MARCH
MAY & DEC.
SEPT. -OCT.
12 LBS. 10-10-10
1 /2 TO 1 LB. N.
12LBS. 10-10-10
[SERICEA
LESPEDEZA (SLOPES
1-2 LBS.
MARCH THRU APR.
25 LBS. 101010
FEB. - h1ARCH
1!2 TO 1 LB. N.
NA
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SECTION
TEMP. CONSTRUCTION ENTRANCE
NOTTO SCALE
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MAY 2 31997
0IV118I0N OF
COASTAL MANAGEMENT
EROSION CONTROL NOTES:
I. ML.L. UUMO I rluU I IUN SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS
SHALL BE NONEROSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OR 120
CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER.
3. CONSTRUCTION SEQUENCE:
A. INSTALL GRAVEL CONSTRUCTION ENTRANCE
B. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS SUSCEPTABLE
TO GULLYING AS NEEDED.
C. COMPLETE GRADING AND ROADWAY AREAS.
D. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
4. LIME AND FERTILIZER:
LIME - APPLY GROUND AGRICULTURAL LIMESTONE 2TONS/ACRE.
FERTILIZER -APPLY 10-10-10 AT 1000#/ACRE.
INCORPORATE BOTH LIME AND FERTILIZER INTO TOP 4'TO 6" OF SOIL
5. SEEDING: TEMPORARY SEEDING MIXTURES
SUMMER -GERMAN MILLET 40#!ACRE
WINTER - RYE GRAIN 120#IACRE
NOTE: OVERSEED WINTER PLANTINGS OF RYE WITH KOBE LESPEDEZA IN MARCH IF
GRADING NOT COMPLETE.
6. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED
WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY. TOPDRESS TEMPORARY SEEDING WITH 50#IACRE NITROGEN
IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER. OVERSEED WITH
500ACRE KOBE LESPEDEZA.
7. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1).
UL�
BvIS.4cF�, P
S N Ma ket Street
PO Box 9667
14fN"aton.NC 2640
TN •[[91� 762-262'
Fax•[9101762-8 of
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May 15. 1997
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