SW8080717_HISTORICAL FILE_20080812

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0% 0-1 kl
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-0 or6 0s6 12
YYYYMMDD

W f\tF9Q
�QF
0
Michael P. Easley, Governor
6
William G. Ross Jr., Secretary
r
North Carolina Department of Environment and Natural Resources
O Y
Coleco 11. Sullins Director
Division of Water Quality
August 12, 2008
Lawrence S. Spell, Manager
H&S Hotel Properties, LLC
8810 Emerald Drive
Emerald Isle, NC 28594
Subject: Stormwater Permit No. SW8 080717
H & S Hotel
High Density Project
Carteret County
Dear Mr. Spell:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for H & S Hotel on August 7, 2008. 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 080717 dated August 12,
2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 12, 2018, 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 Christine Nelson, or me at [phone].
cere'y,
d ar eck
Regional Supervisor
Surface Water Protection Section
ENB/can: S:\WQS\STORMWATER\PERMIT\080717.aug08
cc: Jeff Malpass, Malpass Engineering, P.C.
Carteret County Building Inspections
Christine Nelson
Wilmington--Regional_Office,
Central Files
No `hCarolma
alura//y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitvore Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50 % Recycledl10 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080717
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
Lawrence S. Spell and H&S Hotel Properties, LLC
H & S Hotel
Corner or Emerald Drive & Islander Drive, Town of Emerald Isle, Carteret County
FOR THE
construction, operation and maintenance of two underground infiltration 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 August 12, 2018, 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 1.7 on page 3 of this permit. The stormwater
controls have been designed to handle the runoff from a total of 40,972 square
feet of impervious area. Infiltration trenches 1 and 2 have been designed to
handle 18,963 and 22,009 square feet of impervious area, respectively.
The stormwater system must be operated with a 50' vegetated filter.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and per approved plans. This permit does not provide
any allocation of built -upon area for future development.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 080717
Irl
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. Drainage Area, acr9s:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ftz:
c. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft:
e. Perforated Pipe Diameter/Length, ft:
f. Bottom Elevation, FMSL:
g. Bypass Weir Elevation, FMSI :
h. Permitted Storage Volume, ft
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Seasonal High Water Table, FMSL:
I. Time to Draw Down, hours:
m. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Trench 1
Trench 2
22,526
25,933
22,526
25,933
none
none
18,963
22,009
1.5
1.5
67.5 x 19.25
157.5 x 13.35
and 117.5 x 25.15
and 125.66 x 22.2
1.5/1,240 (total)
1.5/1,480 (total)
9.50
9.75
11.83
12.08
5,779
6,571
Newhan
Newhan
8.00
8.00
7.42
7.74
1.85
1.79
Bouge Sound / White Oak
20-36-(0.5)
"SA, ORW"
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass 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 permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 080717
6. The facilities shall be constructed as shown on the approved plans. 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.
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.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. 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 subdivision, acquisition, lease or sale of 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
13. 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
to the Division of Water Quality, signed by both parties, and accompanied by the
appropriate 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 080717
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
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 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.
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.
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 in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 12th day of August 2008.
:NVIRONMENTAL MANAGEMENT COMMISSION
/or uoieen H. 6unrns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080717
H & S Hotel
Stormwater Permit No. SW8 080717
Carteret 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 specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080717
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
Page 7 of 7

DWQ USE ONLY 11
Date Received
Fee Paid
I Permit Number
>Y
o' c)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICA
This form may be photocopied for use as an original
JUL 2 3 2008
I. GENERAL INFORMATION
T -
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
H&S Hotel Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility, and compliance):
Lawrence S. Spell, Managing Member
3. Mailing Address for person listed in item 2 above:
8810 Emerald Drive
City: Emerald Isle State: NC Zip: 28594
Phone: ( 252 ) 354-3212
Email dspe111Qec.rr.com
Fax: ( 252 ) 354-6766
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
Corner of Emerald Drive & Islander Drive and Crew Drive & Islander Drive.
City: Town of Emerald Isle County: Carteret Zip: 28594
6. Directions to project (from nearest major intersection):
Travel approx. 2.2 miles south on NC 58 from the intersection of NC 24 & NC 58. "Turn left on Islander Drive.
The site is on the left.
7. Latitude: 34' 39' 38" N Longitude: 77' 03' 25" W of project
8. Contact person who can answer questions about the project:
Name: Lawrence S. Spell Telephone Number: ( 252 ) 354-3212
Email: dspell]@ec.rr.com
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 03.27.08 Page I of

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):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑ E tormwater
III. PROJECT INFORMATION JUL
3 2008
1. In the space provided below, summarize how stormwater will be treated. Also att sha detailed narrative
(one to two pages) describing stormwater management for the project . �3 Y �—
Stormwater will be treated in 2 infiltation trenches.
'2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area: 1.88 acres
4. Total Wetlands Area:
5. 100' Wide Strip of Wetland Area: acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 1.88 acres 7. Project Built Upon Area: 50.26 %
8. How many drainage areas does the project have? 2
9. 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 vroiects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Bogue Sound
Bogue Sound
Stream Class & Index No.
SA; ORW ao- 36 (a
SA; ORW ap 3 6 _(
Total Drainage Area (sf)
22,526
25,933
On -site Drainage Area (sf)
22,526
25,933
Off -site Drainage Area (so
-
-
Existing Impervious* Area (so
-
-
Proposed Impervious*Area (so
18,963
22,009
% Impervious* Area (total)
1 84.19
84.87
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
5,082
5,352
On -site Streets (so
-
-
On -site Parking (sf)
13,865
16,249
On -site Sidewalks (so
-
-
Other on -site (so
16
408
Off -site (so
-
-
Total (so:
18,963
22,009
'S)
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form S WU-101 Version 03 27.08 Page 2 of 4

10. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed 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://l12o.enr.state.ncus/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 deed 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 State, 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 and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from htto://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 Seale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
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
Form SWU-101 Version 03.27.08
Page 3 of 4

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 ham://l12o.enr.state.nc.its/su/nisi niaps.him)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initials
• Original and one copy of the Stormwater Management Permit Application Form
J DPA
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
N/A
required as per Part IV above)
QQ
�llM
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
NCDENR
B�
payable to
• Calculations & detailed narrative description of stormwater treatment/management
J BM
• Copy of any applicable soils report
J W
• Two copies of plans and specifications (sealed, signed & dated), including:
J 8/A
- Development/Project name
- Engineer and firm
C'EZ�TjG
- Legend
- North arrow
JUL 2 3 2008
- Scale
BY:
- 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)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Malpass Engineering, P.C.
Mailing Address: "1134 Shipyard Blvd
City: Wilmington State: NC Zip: 28412
Phone: ( 910 ) 392-5243 Fax: ( 910 ) 392-5203
Email: ieffmalpass©bizec.rr.com
VIIL APPLICANT'S CERTIFICATION
1, (print or hype mmne of person listed in General Infornwtion, item 2) LQWFefi
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 covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-I .1000.
ForinSWU-101 Version03.27.08 Page 4of4

P. 01
l TRANSACTION REPORT
AUG-14-2008 THU 06:33 AM
FOR:
SEND
t DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
I< �
AUG-14 06:31 AM 93925203 2'04" 8 FAX TX OK 087
TOTAL 2M 4S PAGES: 8
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: No. Pages (excl. cover): -7
Express Permitting
To: , From: Sandra Exum
Co: h�,
Y t- /� c .� ns ct't i f
�-) �— Phone [phone]
Fax: sIFax: [phone]
Re:
127 Cardinal Drive Extension. Wilmington. NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MALPASS ENGINEERING, P. C.
1134 SHIPYARD BLVD.
WILMINGTON, NC 28412
PHONE: [phone]
FAX: [phone]
August 7, 2008
To: Christine Nelson
NCDENR-DWQ (Express)
From: Justin Bishop, E.I.
Malpass Engineering, P.C.
Re: H&S Flotel
RECEIVED
AUG 0 7 2008
Please insert the provided level spreader calculation page which was omitted into the
calculations packet previously submitted.
Thanks.
b

MALPASS ENGINEERING, P.C.
1134 SHIPYARD BL 11D.
WILMINGTON, NC 28412
PHONE: [phone]
FAX- [phone]
::7
July 23, 2008To: Christine Nelson
NCDENR-DWQ (Express)
From: Justin Bishop, E.I.
Malpass Engineering, P.C.
Re: H&S Hotel
We are submitting the H&S Hotel stormwater package for the scheduled express review.
In sizing the bypass pipe we routed the infiltration systems assuming no infiltration. At
the time duration at which the systems were filled (43 minutes) we selected the inflow
into the systems per the route as the flow being bypassed. These values were 3 cfs for
infiltration trench 91 and 3.48 cfs for infiltration trench #2. In order to determine how
much of the flow bypasses from each inlet we multiplied the C and area for the inlet in
question, divided by the composite C and total area for the infiltration system to which
the inlet drains, and then multiplied by the flow bypassing the respective infiltration
system.
In sizing the level spreader length we routed the infiltration systems assuming no
infiltration. The time duration at which the systems were filled (43 minutes) and the pipe
time (3.68 minutes) were added to obtain the time of concentration. The intensity value
at 46.68 minutes was determined to be 3.501 in/hr for the I Oyr 24hr event. This intensity
value was then multiplied by the total area for the infiltration systems and the composite
C for the infiltration systems to obtain a bypass flow of 3.272 efs. The 3.272 cfs was
then multiplied by the required 13 ft/cfs to determine the level spreader length must be at
least 42.54 ft. We provided a level spreader with a length of 42.7 ft.
Thanks.

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I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
D119
H & S HOTEL PROPERTIES, LLC
the original of which was filed in this office on the 6th day of January, 2006.
Document Id: C20060040036
9
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh, this 6th day of January, 2006
Secretary of State

Date Filed: 1/6/200612:50:00 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
C200600400369
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
3.
4.
5.
The name of the limited liability company is: H & S Hotel Properties, LLC,
If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.)
The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both).
Trawick H. Stubbs, Jr. - Organizer
310 Craven Street
New Bern, NC 28560
The street address and county of the initial registered office of the limited liability company is:
Number and Street: 310 Craven Street
City, State, Zip Code: New Bern, North Carolina 28560 County: Craven
The mailing address, if different from the street address, of the initial registered office is:
P.O. Box 1654
New Bern, NC 28563
The name of the initial registered agent is: Trawick H. Stubbs, Jr.
Principal office information: (Select either or b.)
a. [ X ] The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 8810 Emerald Drive
City, State, Zip Code: Emerald Isle, NC 28594 County: Carteret
The mailing address, ifdifferent from the street address, of the principal off ice of the corporation is:
b. [ ] The limited liability company does not have a principal office.

8. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
_X_,(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),
the members of this.limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 28th day of December, 2005.
ignature
Trawick H. Stubbs, Jr., Organizer
Type or Print Name and Title
Prepared by and return to:
Rodney A. Curtin
Stubbs & Perdue
P.O. Box 1654
New Bern, NC 28563-1654
252-633-2700

RE: 1-I &•S Hotel
Subject: RE: H & S Hotel
From: "Jeff Malpass" <[e-mail]>
Date: Mon, 14 Jul 2008 11:20:47 -0400
To: "'Janet Russell"' <Janet. Russel I@ncmai 1. net>
Janet,
The email address is [e-mail].
We would like to reserve that date for the submittal meeting.
Thanks,
Justin
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Thursday, July 10, 2008 5:43 PM
To: Jeff Malpass; Justin Bishop
Subject: H & S Hotel
July 10, 2008
*H & S Hotel*
Gentlemen:
The Express Stormwater Submittal Meeting has been scheduled with *Christine
Nelson on July 21, 2008 at 11:00 AM* here in the Wilmington Regional Office.
The applicant is required to attend the meeting. In fact, we are supposed
to copy the applicant on all correspondence.
Please provide a fax number and/or email address for Mr. Spell if you can.
Please review the submittal requirements, attached.
Please respond within 2 business days to confirm and reserve the submittal
meeting date and time.
Thanks,
Janet Russell
Express Coordinator
I of 1 7/14/2008 3:04 PM

about:blank
Jeff:
I found Vincent's report. It was done in March of 07. He generally doesn't like to use information older
than 1 year but I'm going to proceed on the idea that this will be o.k. unless/until he tells me different.
Vincent is on vacation until July 21. I will proceed with the scheduling.
Janet
Jeff Malpass wrote:
Janet,
Below is the email we received from the soil scientist.
I am not aware of any other name for the project.
Thanks,
Justin
From: John Williams [mailto:[e-mail]]
Sent: Wednesday, July 09, 2008 9:24 AM
To: Jeff Malpass
Cc: Nick Howell
Subject: RE: has hotel
Jeff,
Those shwt elevations are consistent with our notes from the Vincent Lewis site visit and are consistent with
the shwt elevation that have been used to design the wastewater dispersal system. Vincent did look at these
areas and did agree with these calls. The site visit was a long time ago and there is a possibility that Vincent
would want to return to the site, but that is unlikely.
John P Williams
From: Jeff Malpass[mailto:[e-mail]]
Sent: Tuesday, July 08, 2008 2:24 PM
To: John Williams
Subject: has hotel
nick asked that I forward you the shwt el.'s that were used. there are two systems IT#1 & IT#2 the shwt el.'s
are respectively are 7.42 & 7.74. IT#1 is located at the east and west end of the building. #2 is located north
of the building & septic field.
the state is asking did Vincent see and agree with these calls.
1 of 1 7/9/2008 6:12 PM

Re: H & S Hotel
Subject: Re: H & S Hotel
From: Janet Russell <Janet.Russel [e-mail]>
Date: Wed, 02 Jul 2008 17:55:47 -0400
To: Justin Bishop <[e-mail]>
Justin, I will be out of the office until next Monday myself. We'll get it
straightened out then.
Thanks for your follow-up.
Janet
Justin Bishop wrote:
Janet,
The soil scientist for this project is on vacation so it might be sometime next
week before Ican get an answer to your question of whether Vincent Lewis has been
to the site.
Thanks,
Justin
I of 1 7/2/2008 5:56 PM

Sv�B o$ o Z►'7
For DENR Use ONLY
North Carolina Department of Environment and Reviewer: C01)
'�'�� Natural Resources Submit—�.i_
NC®ENR Request for Express Permit Review Time: 11:
N;1»r
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Ema Confirm 1=1 kA_ xpress
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(&_ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(rDncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.propan(&ncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardison(r).ncmail.net
• Wilmington Region -Janet Russell 910.350.2004 or lanet✓usseliftncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: iH&S-HOTEL. County: CARTERET 1✓r�� i s� 1 d SS lPmder
Applicant: LAWRENCE S. SPELL Company: H&S HOTEL PROPERTIES, LLC
Address: 8810 EMERALD DRIVE City: EMERALD ISLE, State: NC Zip: 28594
Phone:[phone] Fax: Email: _
Project is Drains into•SR: ORW waters Project Located in WHITE OAK River Basin E C E I V E D
Engineer/Consultant: Jeff Malpass, P.E. Company: Malpass Engineering, P.C. [Ijg
Address: 1134 SHIPYARD BLVD. City: WILMINGTON, State: NC Zip: 28412 JUL 0 1 2008
Phone:[phone] Fax::[phone] Email:ieffmaloasspnbizec.rr.com
(Check all that apply)
PROS p DWQ
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR,
❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _
# Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ® High -Density -Infiltration 2 #Treatment Systems. "V c^c krS
❑ High Density -Bio-Retention —# Treatment Systems
ElHigh Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems
❑ MODIFICATION SW _(Provide permit #)
❑ Coastal Management ❑ Excavation & Fill
❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development
❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 2.25 acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ® No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No
Minor Variance: ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Major General Variance ❑ No ❑ YES
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only 4cce N jv6 a-3,amA
Fee Split for multiple permits: (Check # 1
Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance ❑ Ma'; ❑ Min
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
1
401:
$
LQS
$
Stream Deter—
$
oo' ,"'. +0 dfro 1 0,, 7-1- 08

Narrative
1. General Information
a. Project name is H&S Hotel.
b. Site is located at Comer of Emerald Drive & Islander Drive and Crew
Drive & Islander Drive.
c. Site area is approx. 1.88 acres.
d. Site area being disturbed is 2.25 acres.
e. Total wetlands area is 0 acres.
f. The NC Secretary of State Website has Lawrence S. Spell listed as
Managing Member.
g. Description of Development Proposal
L There are no previous or existing permits to our knowledge.
2. Tax parcel ID Numbers: 538310470068000
h. N/A
i. The project and stormwater facilities will be completed in I phase.
j. Waste Water will be treated by an on -site septic system. Water supply
will be provided by Bouge Banks Water Corporation.
k. N/A
1. N/A
2. Stormwater Information
a. Project drains to Bogue Sound (SA; ORW 20-36-(0.5)) in the White Oak
River Basin.
b. The stormwater design is overall high density, commercial, and state
stormwater.
c. Proposed total percent impervious surface area for the site is 84.5%
d. There are 2 proposed underground infiltration trenches.
e. All the built upon area will be collected.
f. N/A
g. N/A
h. No off -site runoff enters the site.
i. Road construction across other property is not necessary to access this
project.
j. An on -site evaluation of the soils was done on June 28, 2006 and March 6,
2007. For infiltration trench #I, the soil type was found to be Newhan
with an infiltration rate of 8.00 in/hr and a seasonal high water table
elevation of 7.42. For infiltration trench #2, the soil type was found to be
Newhan with an infiltration rate of 8.00 in/hr and a seasonal high water
table elevation of 7.74.
j�E C E I V ED
Iona{ JUL 01 2008
DWO
PROJ #

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= r
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CRE 41
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SITEX N N�MERPL� ➢R
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70
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70
VICINITY MAP
NOT TO SCALE
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- W HW SB-EMERALD MRNE
(300' R/W)
a

6
SOSID: 0821256
LIMITED LIABILITY COMPANY Date Filed: 2e F. Marshall
0o PM
Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of State
C200804500329
NAME OF LIMITED LIABILITY COMPANY:
FISCAL YEI(VR ENDING: 12 / 31 / 0 7
SECRETAOI OF STATE R.L.L.P. ID NUMBER:
NATURE OF BtINESS: Hotel
REGISTERED AGENTt
REGISTERED OFFICE MAILING ADDRESS:
REGISTERED OFFICE STREET ADDRESS:
H&S Hotel Properties, LLC
821256
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: 2 5 2— 3 5 4— 3 2 12
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
STATE OF INCORPORATION: NC
FEDERAL EMPLOYER ID NUMBER: Privacy Redaction
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
8810 Emerald Dr.
Emerald Isle, NC 28594
8810 Emerald Drive
Emerald isle, NC 28594
See Statement
Name: Lawrence S. Spell Name:
Tale: Managing Member Title:
Address: 8810 Emerald Drive Address:
city: Emerald Isle CRY:
State:NC ZIP: 28594 State: ZIP:
Name:
Title:
Address:
City:
State: ZIP:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
//-OV
FORM MUST BEESSIGNED B MANAG R/MEMBER DATE
L�RwlFAeY S StOlManaging Member
TYPE ORFRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626.0525
769201
04-27.07

,FHSS Hotel Properties, LLC
NC Annual Report Members Names and Addresses
Lawrence S Spell
8810 Emerald Drive
Emerald Isle, NC 28594
Daisy L Spell
8810 Emerald Drive
Emerald Isle, NC 28594
William H Holz
106 Manatee Street
Cape Carteret, NC 28584
Paxon M Holz
106 Manatee Street
Cape Carteret, NC 28584
Statement 2
Statement(s) 2

STORM WATER CALCULATIONS
H & S HOTEL
FOR:
H&S HOTEL PROPERTIES, LLC
8810 EMERALD DR.
EMERALD ISLE, N.C. 28591
PHONE: [phone]
JUNE 16. 2008
PREPARED BY:
MALPASS ENGINEERING, P.C.
1134 SHIPYARD BOULEVARD
WILMINGTON, N.C. 28412
[phone] PHONE
[phone] FAX

Narrative
Description:
Travel approx. 2.2 miles south on NC 58 from the intersection of NC 24 & NC 58. Turn
left on Islander Drive. The site is located on the left.
Soil to be disturbed is mainly Newhan.
Limits of Disturbance = 2.25 acres.
The runoff from the site was estimated using the rational method, 10 year design storm
and rainfall data for the area.
The purpose of this project is to create a commercial site for a hotel.
The stormwater will be treated in 2 underground infiltration trenches.
Erosion Control Measures:
The attached plans and specifications state or show required Sediment and Erosion
Control measures to be taken.
A gravel construction entrance is constructed at the entrance off Islander Drive and Crew
Drive.
Silt fence will be installed to prevent sediment from leaving the site.
Inlet protection will be installed as shown on plan.
Seeding
Mulch
Construction Sequence:
The gravel construction entrance off Islander Drive and Crew Drive as necessary will be
installed. Silt fence will be installed immediately as shown on the plan. Utilities,
infiltration trenches, and inlet protection will be installed. Mulch street R/W's same day
as disturbed. Then installation of the curbing, rock, and pavement will take place. Upon
completion of any phase of activity disturbed areas will be seeded within 21 days of no
construction.

m
a
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0
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Q
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CPj
JAI= 22 526 , 5,`f8'vc
bAJLg= 5;QS2 sir,
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r�;Mp= 84�3 x(D�t = 8y,19
22 526
�N^ rt8(18�963) - 39(356'3) _ 88,67
2;526
dedelofm,gn1* lyre 21 �r Plied
VO�Urr1e= 33,27 f,�fl�,71)�.51B1f3t'-6% = 51574 cr3
pre,_ hvelvpvaen+ )yr� 2`1 �r rutia
RII = , o0ciq (0) .05
mis,, red. VArne = 5)574 — 395
oniac; Area = 2jg55 .ii299,37,r_
wench volum-a= yj25..4.:4q l i ;R�927,
Wr(snlr.o))����I41-,��
sine volutr,e (g19L7,'h' ,—?�f'9'I,26% x D,y = 3 �94:35' fr
2-
volume in I' W
tn+al A rRy vclurt}e = y9.3.12 + 3 09,y,35-r i 19J,2,6 = 5177$:73
e�vg;9
pai+wm rs� +r2hc� Cc.vivft`a� = %5.
5nJ type Ne�an; }}
d atwdor h. 5� 24
`%r Pou�"i
51778,75 41254' l

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25)9335{ x ,596ac imp.— huaiany = 5�351s..
park;ny =
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2Z�0�9 sr S06 ac
9m m 21'009 x iDOo = 84,87
P 2:5)933
developm,ni I yf 29 Fr Nn9
Kv = , OS +.009 (sy,8l�= , 81383
vn�urr,e = s (813)(�96')(43� Spl= 6�9 62 f 3
P �E�e{ov Seri Syr Z 9 6 Port a
r
�v= ,050111'9(rj= ,05
1'} 3
VaIOW3 = 3(,05,)(,596)(43j—�O)= 30
min. re . Vol,,Ate. _ �)U 62 — ✓ 91 = fj b 5 i3
area + 2,9S7,58 = 5jOg5,l4 s.f•
I} 7 .. �j a
hen h vokr,e _ 5fl95,79�� �= 189q,.f' I'
n J(IUp1e = 4x Igo ..:" + (5 120)+ 2 15
I!i0
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vDlgh,e ir, Re P,*PE _
Vfr{
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. 245, 63 f"
�{qj sMra�Q voiu e =
Zis•63+ 3}709,92 + 21615,37 = 61970.92sf.
SHv✓T elvv;4;ar, � 7,7y s
Nroiw,h4dt,
61 d 6 5
d
'ILi' icQ'}ln� ahJI k � % Jul0-t . 7,{i9J, T1 . = I, 78 { t'

LeVe l SrMd er C4161a4�oh
Based on ahe rouie 4 the n'lioYi twen�s 1V59rt;y no in�i�i7i'or
occurs} 14 take5 43 m;nu4es t I'll up �nAf.5, bffvr\ any
Noff is bypussfd. Basvcl or, our spa 5y56r,ca�cu�a sns it
likes 3,0 mn v,.4ks 4r, 4e ryno# +v ?Ivyl A"Dm, -Ahe inf �iYi iQh
trettc6m -}v the level sp�fder, 'Nd;i y. �l�se 2 -Kmes -bj4e
Ff5dlr •a t{b mina§2s,. For a lime of 46rbzy min*� Ae
10yr 21-1 �,Y in+tn5r� valaQ- is 35D1 in/hr, W611r, �h�s inf�ttS�'s'
V4iU° is muby 46 �*l .drain49e area d cvmfo5f,ie C value-. 4r
{ he ih, i l' r-afioll 15�nts 4 to yr Q . of 3.272 ch ,'s ab-iar`td,
Quo ,8y 0 501� 49 5bo = 3, 272 cf3
SPreadi., 1 34' = 13 V �3.272 ch} _ y2, St? �� use 42,7
Through
�,`scus5�ckt?s
w�� e S�v tie
a�tve was c�eem��� oh 4c rrab6 gpproacl;
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Q.
RECEIVED
AUG 0 7 2008
BY•<I.---iX6 x O:2v7

Precipitation Frequency Data Server H Roje l
Page 1 of 1
tf.
POINT PRECIPITATION
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14 * .;•
North Carolina 34.660833 N 77.056666 NV 6 feet
from "P ccipnstlomFrcqucncy Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G..M. Britain, D. \I arm, IS Un, T. ?,nbok, bl.Yekte• and D. Riley
NOAA, National \Prather Service, Silver Spring. Maryland 2004
F;xtraztcd. Thu Oct IS 2007
Confidence Limits Seasonality Location Maps Other Info. GIS data Maps Help
Precipitation Frequency Estimates (inches)
ARI` 10 15 30 60 120 �� 12 24 48 �� 10 20 30 45 6D
rears) mm mm mm mm mm mm If I] hr hr hr hr day day day day day day day
0.48 0.78 0.97 133 1.66 2.03 2.20 2.67 3.16 3.67 4,26 4.80 5.56 6.26 R,38 10.24 12.78 I5.55
2 �0.57 0.91 LIS 1.58 1.99 2.46 2.66 3.23 3.82 4.46 5.16 S.RI 6.71 7.51 9.98 12^17 ISr�ld 18
25
100
200
l ' These precipitation frequency estimates are based on a Partial duration series. ARI¢ the Average Rmuence Interval.
Foext version of tabl=e
Please refer to the documentation for more information. NOTE: Formatting forces estimates near zero to appear as zero.
Doc$ II U.S.
t_...__. In_n..,. ,...../....7 _1.7., A, A Mnilrlrn it nerl%tvne=nfRt111T1tS=us&serles=od&state... 10/18/2007

PROJECT fnBSI(OTEL-x .F'4 WFILTRATIONT E�iC�fyN .
LOCATION "OARjRRET COUNTY T yam„ � m:,i�iiRMELTTZMa
DISCRIPTION: Opre= 045 CFS
Opos1= 2.46 CFS
TIP: 23 min
ROUTING SUMMARY
S Z
CONTOUR INOREMEMAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(s9 B) I. nl (a 0) (B)
-a 0 i254 o 0 0
" 025 4254 10636225 12127245 025
0 5 4254 1063 6225 190 8675 0.5
0)5 I 4254 %636225 J14254A5 075
'Fy#nf 4]54 IM36225 181125 5
4251 4594U25 SJ18.1125 125
i t'1.358. _.9254, 45868492 5777.59142 1.358
INFILTRATION AREA=
INPUT DATA'.
PEAK FLOW-
Op=
2
cis
TIME TO PEAK-
Tp=
23
min
DELTA TIME
ET=
Z,8 4
min
K5=
425
6=
too
20=
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B(rep
RISER DIA=
U=
in OR==m>
RISER CIR =
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it
RISER AREA=
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s1
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JD'
ORIFICE COEFF. RISER-
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8
Ks= € ,,42541
5= YLkYJ
Ins
lPZ
Zesl
(A)
6.9694
-13863
025
7,6626
-0 6931
0.5
80580
-028]]
075
8.3557
0.0000
1
85789
02231
1,25
86617
0.3060
1.358
OUTPUT DATA:
Initial slays=
0
it, msi NORMAL WATER LEVEL
Normal surtace area=
425449
N OR=== 0.10 ac
Peak 01.m
0.00
N
Peak stage=
0,47
0, msl
Peak slomBe=
1986.04
cl
Peak surlace area=
425449
ac
sf OR== �0.10
ul- s10,
11
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L2= 0;
000

S
BARREL OIA.=
INVERT ELE. BARREL=
ORIFICE COEFF BARREL=
SPILLWAY LENGTH=
SPILLWAY ELE,
WEIR COEFF.
Db= o m
Zi= _ t0oit
Ceb= 0,61
Lvr _�L4 r0j 1:
Ze 00 it
Orr 30
CONTROL ORIFICE OIA.(DEM) Oo= I" Ir
r OF ORAWN DOWN ORIFICES YOo= ,i,. 0
INVERT ELE. ORIFICE(S)= Zoi= QO D
ORIFICE COEFF.= Ctlo= Q.6
SOIL INFILTRATION
SOIL PERMABILITY Ps= 5 ,�0,16]inlmin is i v a
Pz= 0 788 cis @ porm inv
01
HEIGHT=
Hrr
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'0
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WEIRLEN=L
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WEIR ELE.=
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Ctl
AR6
WEIR AREAS
Wa
0 SF
WEIR AREA=
Wa
0 SF
______=====c__ _________ __________ ______-=ce_===_____=====c__===_____-________===e__ ______ ____- __ ___
Oinlil tOweigwe✓)1 Oweir(onIJ 20weir(weiO 2Oweigonq
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(dz)
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(Us)
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DRAINAGE CALCULATIONS
Am1=
0518
ac
WA Aimp=N'0.436
ac (EXISTING
9 PROPOSED IMPERVIOUS)
exlsl Almp
••c•'(cAmPl
cpre =
OQSf pre-0ev coelf.
m W.e
Cposl(compp
082 postAev well
Impe i 5p 85' z0 F 0.41
�
1rr
Seal inrm
4994'
lawns $.Y� 001
Opra=
Opos1=
045 cfa
246 cb
Inlal 0.518 042
VOLUME OF RUNOFF I "c..(comp) 092
P_ s3 aj4ln(l,a49r)
CN= '89j
S=(10oolcn}10 S= 1.28
O'= (P_2S "2 2.48 in
(Pr 95)
V= O'A(et= 4671.%d
TIME TO PEAK
T,V/139'0post= 23 min

PROJECT N&3HOTELRFa°F
I ILT{tATK)N TRENCH
LOCATION FCARTERE�C9DNtt
'�A:L1aS
iaso x_ �3"'
DISCRIPTION: Opre= O69
CFS
Opos1= 376
DES
�T - 33
ROUTING SUMMARY: Ed R3q, RP,pS�_PFE'(CFjAI(iSa MEJHOpj
S Z
CONTOUR
INCREMENTAL
ACCUM
CONTOUR AREA
VOLUME
VOLUME STAGE
(Sg 11)
(W 11)
(cu 11) (II)
�, 0 a 54
0
0 0
�025 4254
1W36225
ID636225 025
2,a
.t1 05 A 425
iSY 4254
UXG 6225
1083.6225
212]245 OS
3190 W75 075
E{1tv 42541
10636225
4254.49 1
10636225
5318.1125 125
y4Z54
r ,.i1358 e1p?;-4254
45948492
577259742 1358
INFILTRATION AREA=
INPUT DATA:
PEAK FLOW=
Op=
4
cis
TIME TO PEAK=
Tp=
33
DELTA TIME
dT=
-'21
min
Ks=
4254
6=
1.00
Zo=
O,ORj
it (ref)
RISER DIA=
Dr-
01
t, OR===>
RISER CIR,
Cr=
0.00
it
RISER AREA=
At=
000
V
WEIR COEFF. RISER=
C,
'�J0
,�0.8
ORIFICE COEFF. RISER=
Cdr-
CREST ELE. RISER=
Zcr--
_J
It
K = 4254!
c= u99.
Ins
kit
Zest
(III
69694
-1.3863
0.25
76626
-06931
0.5
8 W80
-0.2877
0.75
8355i
00000
1
85769
02231
1,25
86517
03U60
1.358
OUTPUT DATA:
Initial stage=
0
IT, msi NORMAL WATER
LEVEL
Normal surface area =
4254.49
sf OR===>
0.10 ac
Peak oul0ow =
coo
tls
Peak stage=
1.37
It m51
Peak storage=
584378
cf
Peak surface area=
425449
sf OR===>
0.10
Lri=As."0
OVELr2=
It
AND Wr=
'O,f It
QI
000

BARREL OIA= Di, 0
INVERT ELE. BARREL= Z " apt 0 p2
ORIFICE COEFF. BARREL= CO6 Q.6 01
WEIR HEIGHT= Hw- a6 -FT TOP WEIR ELE. 0 WEIR HEIGF Hw O FT TOP WEIR 0
SPILLWAY LENGTH- L 0� fl WEIR LENGTH= L a FT WEIR LENG L i0 FT
SPILLWAY ELE= Ze p 1 � 11 WEIR ELE= Z 0,:. FT WEIR ELE= Z OL4 FT
WEIR CCEFF= Cw- "3p WEIR COEFE(WEIR) Cww- • 3 WEIR COEFl Cww z3 -e
ORIFICE COEFE(WEIR COw^ 06' ORIFICE 00 CO, 8
CONTROL ORIFICE CIA.(DEM) Do= 1 in WEIR AREA= Wa O SF WEIR AREA: Wa O 6F
Y OF DRAWN DOWN ORIFICES %Do=..ggg���9..���yyy...•0
INVERT ELE. ORIFICE(S)= Zoi=
ORIFICE CCEFP.= COo=
SOIL INFILTRATION
SOIL PERMASILITY Pz= l }]INmin(BINBr)
P5= 0 788 Cz @ poml m
TIME INFLOW STORAGE STAGE Oorilice(s) Oriser(WEIR) OOSer(ORIF.) Oearrel Ospillway OinLl IQweir(weir) 1 Oweir(orii.) 2 Oweir(weir) 2 Oweir(orf) Ololal Op.M
(MR) (CIS) (ee III (11) (CTs) (CIS) F(s) (<IS) (CIS) (CIS) (CIS) (C14) (CIs) (CIS) Octs) G10 (d`Ginll
___ _ ______ 0 ON
0 0 0.DO 0.00
2 0.03 0DO 0OD am 0DO 01 0DO 01 0ON 0DO 01 0DO 0.00 003 0_�
4 013 OOD 0.1 0DO 000 0.00 0DO 0OD 0.134 0.00 0OD 0DO O.DO 013
6 0.30 000 Do 0GO 0.00 aDO 0.1 000 0298 000 D00 000 0.00 052 0:�
8 0.52 O.OD O.DO 0.00000 0.00 000 0.00 0,519 0BID am 0.00 0.00 052
10 0.79 000 coo 000 000 000 0.00 000 0788 0OD 0.00 0.DO 0.00 079 BON
12 110 0.07 0.00 0.00 0.00 000 000 000 0.708 0.00 000 0DO 0.00 079 OD_0
OD
14 143 3224 001 000 COO aDO 000 0DO 0788 000 0.00 000 000 D79
ON
16 179 114.89 0.03 0DO aDO 0.1 000 0.00 O.TBB D.DO 0DD D.00 0.1 079 aWD
18 2.14 23493 006 0OD O.DO 0DO 0.DO 0DO 0.788 0OD 0.00 0OD 000 079 0NO
O
20 2.49 397.76 009 0.1 000 0DO 0DO 0DO 0.788 0.DO BOO 01 000 079
22 282 6D221 0.14 01 000 0.DO ON 000 0.788 ODD OOD aDO 0.00 079 O�
24 3.11 Us 63 020 000 000 000 0.00 - 000 0288 000 0.00 coo 000 079
26 3.36 1123,94 026 000 000 0.00 000 0DO 0788 0.00 000 0.00 000 079 DD.ODW
28 3.55 1431.81 034 a00 0.00 000 000 0.DO 078B 000 000 0.00 000 079
30 31 1762.83 041 0DO 000 0.D0 0DO 000 0.108 000 000 0.00 0.00 079 0ON
32 335 210970 0SO 0OD 0.D0 aDO 000 0DO 0.288 0DO 00D 0DO 0DO 079 0.ON
34 375 246463 0.58 0.1 0DO 01 0.1 0.DO O)88 0OD 0DO O.OD 0.00 079
ODD
36 3.0 2819.W 0SO aDO 0DO O.DO 0DO aD0 0]B8 0.00 0DO aDO 0DO 079 0�
38 3.55 3166.83 074 0DO coo a00 0.00 O.GO 0788 0DO 0DO 0Do 0D0 079
40 335 3491, 85 0.82 0DO 0.00 0.00 0.00 000 0780 0.00 000 ON 0DO 079 0000
0.000
42 3,12 380572 089 0.00 0.00 000 DO 0.00 0786 0.00 0.00 0.00 0.1 079
44 2.88 408508 0.96 0DO 0.DO 0.00 000 000 0788 0.00 000 000 000 079 0.000
46 2SO 43M 07 102 000 0DO 0.DO 0.00 0DO 0288 0DO 0.DO 000 0.OD 079
46 246 4560.91 1.07 0 DO 0 DO 0.DO 0 DO 0 DO 0 T88 0.Do 0 DO 000 0 DO 079 0.000
50 227 4761.54 1.12 0DO 0DO 0DO 000 ODD 0.788 000 0DO ON 0.DO 079 00052 2.10 4939.61 1,16 DO am aDO D.DO 0.DO 0,788 0.DO 0.DO 0.DO ON 0,79
54 1,94 50W.41 1.20 0.00 000 01 0.00 0DO O.TBB 0DO 0DO 0.DO D.1 0T9 0NO
56 1.79 5235.91 00
t23 000 0.00 0.00 0.00 000 0)08 O.OD 0.00 0.00 0.00 079
0000
58 1 SO 5356.15 1.26 coo 000 0.00 000 000 0 788 000 0.0o Goo 0 00 019 0.000
60 1S3 546128 12B ODO 0.DO 0DO ODO 000 018E 0.00 0.00 0.00 0.00 079 0.000
62 1,42 55W72 1.30 0.OD 0DO 000 O.W 000 O.Z86 0.00 000 000 000 0,79 Dow
64 131 5526,22 132 0DO 000 0DO a00 01 0,788 0DO 000 0.00 0.Do C'79 OW
66 121 5656 04 IN O.OD 0OD 0SO 0DO 0DO 0.7M 0DO 00D 0DO ODD O
0,79 No
68 1.12 5739.55 135 0DO 0DO 0DO ON 000 0.7% 0.DO 000 0.DO 0.00 079 0NO
70 103 577925 1.36 0.DO aDO 000 coo ON 078E 0DO 000 0DO 0DO 0,79OOOO
72 0% 580D 79 13T 0O'D 000 0.00 ON 000 0188 000 000 0.00 0.00 0.79
]4 088 5820.92 13T 0.00 000 0.00 000 0.00 0]B8 000 0.00 0.00 000 0.]9 0OLD
76 0,52 5840.36 1.32 0DO 01 0DO 0.00 ON 078D 0.00 000 0cow
DO 000 0.T9
78 075 5843 ➢8 1.37 0DO 0.00 O.OD 0DO 0.DO 018E 0DO 0.00 0.00 000 079 80 070 5833932 1.3Y 0.00 a0 DO 1 0DO 000
DO 0788 1 GO 000 0DO 00000
79 0ODD
82 054 5828.91 1 3T O DO O DO 0.00 0.1 0 DO0288 ON 0 DO O.OD 000 0.T9 NOON
0SO 581130 1.32 0.DO 0OD 0.DO 0.DO 000 Oi00 0DO 0.00 0.OD 0DO 079 ONO
86 0.55 5T8864 1.35 0.00 000 01 0OD 000 O788 0.DO a00 01 0.DO 0.79 0NO
88 0.51 5760.15 135 O.OD 000 0.00 ON 000 0.788 ON 0,00 0.Do 0.00 0.79 0ON
90 047 572667 1.35 0.00 0.00 000 000 0.00 0786 ON 0.00 0.00 0.00 029 DODO
92 043 558856 134 0,00 0DO 0.00 000 ODD
000 0]88 0.00 0DO0O 0,79 OO
94 040 5546.17 133 0DO 0DO 0.00 0.1 0DO OJ8B O.W 000O 0.00N 00D0 0,79W
ROW
95 099 .37 55.83 132 aOD O.DO a00 0
DO ON 0.T80 0DO 0ROW
.00 O.OD 0.DO 0,79
98 a34 55H)54 1,30 0.1 0.DO 000 ON 0DO 070 0DO 01 DDO 000 0,79 0ON
IDO 032 5496.47 129 0.DO 0.OD 0.DO 0.DO 0DO OT88 0DO 0.00 0.DO 0.DO 079

029
543998
1.28
am
0.00
am
am
0.00
0768
0.00
am
0.00
000
079
GOOD
0.000
102
104
027
538061
126
am
am
am
0.00
0.00
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0.00
0 DO
000
am
079
079
0000
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025
5318.58
125
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0.788
c.00
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COOOOO
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DRAINAGE CALCULATIONS
Atw= 0.518ac
total Aimp= '+rQD38ac (EXISTING
B PROPOSED IMPERVIOUS)
exist Aimp= ,0(ac
••O"(camp)
Cpte 15-p ,-d.v mall.
Cppst Icomp)• 0 V post-c¢v ..ft.
Imp¢ s
£0.95,'z 0430` 0.01
I10yt-aG883]Mir
.
Canna
o10002� 061
Ogre= 069 c%
Opost= 376 cis
total 0.518 0.42
VOLUME OF RUNOFF
"C"com 0.83
p= .i.;2;8�S8f. U D2450
CN= N x-BB
S=(tODNmF10 S= 1.26
O'= P1 2S1.2 5.55 m
(P..8S)
V= O-Atot= 1044207 cl
TIME TO PEAK
Tp=V11.39'O,M 33 min

PROJECT
LT{WT10 TREft1
EMU
LOCATION."G@RTER_E�CM1iil(4,i�
�NOTEL
^F
' m
DISCRIPTION
: Opt, 7;eW CFS
Opost= 3.76 CFS
To- 33 min
ROUTING SUMMARY:
Q,Yj2,24;h13.P,=Q_S-M.(rMN... tPQ)
S
z
CONTOUR INCREMENTAL
ACCUM
CONTOUR AREA
VOLUME
VOLUME
STAGE
M n)
I.
(ea n)
In)
^256
` O62251063.fi225
0
0
05
035
t1163.6225
212]245
OS
.4234
SY " 4254
F"'i'li
1W3 6225
3190 fi6]5
OJS
) 42SI
10636225
4254A9
1
3 4'154
10636225531fi.1125
1.2E
Sr w.vee 4284
459.46492
5]]].59]42
1.3SE
INFILTRATION AREA=
INPUT DATA
PEAK FLOW=
Do-
4
de
TIME TO PEAK=
TP=
gJ3
DELTA TIME
dT=
mIa
Ks=
4254
b=
1.00
zo=
�sgp]
It (req
RISER DIA=
Or=
c�YiaeLe q,
le OR===
RISER CIS =
Ct=
000 _
IT
RISER AREA=
A,
000
of
WEIR COEFF. RISER=
Cwv
ORIFICE COEFF. RISER=
Cdr--
;0.6
Rol
CREST ELE RISER-
zcr-
- PA
n
Ks= !254
6=
IrIS
Iez
zest
(P)
69694
-16931
0.25
7.6626
-0.693
0.5
50660
-02677
07
6.3557
0.
1
1
6.S617
2231
0P231
1.25
fi 661]
0.3060
1358
OUTPUT DATA :
Initial stage=
0
il, msl NORMAL WATER LEVEL
No.al surface area =
4254.49
at OR=� s 0,10 ac
Peak out loa,
000
as
Peak stage =
2.0
n, reM
Peak storage =
10371.14
of
Park sudace area=
425449
at OR--- 0.10 ac
1r1=
It
AND Wr- uJ it
U2 .` 9' 1
O60

BARREL DIA =
INVERT ELE. BARREL=
ORIFICE COEFF. BARREL=
SPILLWAY LENGTH -
SPILLWAY FILE.=
WEIR COEFF=
Ob= in
L= ,yr
CBb= 0.
Lw= 0 R
Ze= bo a
CA-
CONTROL ORIFICE DIA. (OEM) Do=x -1 In
YOF ORAWNDOWN ORIFICES 4Do= "0
INVERT ELE. ORIFICE(S)= Zoi= It
ORIFICE OOEFE= Go,
SOIL INFILTRATION
SOIL PERMABILITV P5= 0,{fl?f iNmin (O INN)
Ps= O.DOD cfs Q pond inv
Y1
WEIR HEIGHT=
hKq,3
FT TOP WEIR ELE. 0
02
WEIR HEIGF
WEIR LENG
.H
L
FT TOP WEI0.
d
WEIR LENGTH=
L
FT
WEIR ELE=
ZQ
- FT
WEIR ELE=
ZeFT
WEIR COEFI
Cww-
?_ORIFICE
WEIR COEFF.(WEIR)
C
ORIFICE GO
CbM^
COEFF.IWEIR
Ctlr
WEI0. AREA
Wa
0 SF
WEIR AREA=
Wa
0
SF
Oin61 1 oweirtweiN i oweirlonq 2 (Mreir(weir) 20weir(onf)
CHOWOtola-01
TIME INFLOW
STORAGE STAGE
DonSce(s)
Onser
(WEIR) Onsef(ORIF)
Obaoel Ospillway
(CIS)
(cta)
(cfs)
(cls)
in41
(min)
(oft)
(Ca It) (It)
(ct%)
(CIV) (Cs)
(ofs)
(CIs)
pots)
(CI,)
(Cfs)
_________________
__ _____
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0.000
36
3.68
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Dow
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460867
1.08
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40
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288
5810.54
1.37
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2%
81 %.09
145
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0.00
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(LOW
48
246
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%
139
752865
1]]
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1.31
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%
121
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am
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DRAINAGE CALCULATIONS
Atot=
0.51'�ac
tolat Pimp
�0 ti'6'11 ac (EXISTING
B PROPOSED IMPERVIWS)
exist Aimp =
-.3yac
"C'(comp)
Core =
.015 pm-dav coeff.
cover I a 1. pea ac
a0438"
C' X'area"
Cpost (comp);
082 post -day Man
impervious a 'D'NB
Y
041
I lDyr=
5. Imp
lawns Of. ,quei'
0.01
Dora=
lms cis
Opast=
3,76 Cs
total 0,518
042
VOLUME OF RUNOFF I -C"(comp) 0.82
P= 8''m (lD 24hr)
CN= 0
5=(10001cn)10 S= 1,28
O'= P) 25A2 5.55 in
(P.,8S)
V = O'Atot = 10442.07 a
TIME TO PEAK
Tp=V11.39-Opost= 33 min

PROJECT NQSHOTEL U„ NIN I�LT—TIONjREFIIH f1'_+�
LOCATION fCARTERET CDUI� .#'T-f�F7Y`An"'mS•�'lh'� �' GTi�'Y'�y„�
DISCRIPTION: Opa= 052 CFS
Oposl= 265 CPS
TP 23
ROUTING SUMMARY : [;`(f 2`k({R QQST<PRE(Ci,V7$yW MiNgdl
S
CONTOUR INCREMENTAL AOOOM
CONTOUR AREA VOLUME VOLUME STAGE
(aq tll (w fl) (cu fa (fl)
FIN
5096 0 0 0
12➢3.94➢5 12739475 025
127394]5 2542995 05
127394T5 3821.6425 0.75
12]394]5 5095)9 1
.:131273.W75 6359.7375 125
288 IN 73581 656e.47331 1 269
INFILTRATION AREA=
INPUT DATA',
PEAK FLOW=
Op=
3
ds
TIME TO PEAK=
Tp=
23
min
DELTA TIME
eT=
'21
mm
Ks-
5096
6=
1.00
2a=
- �.-aoo)
R (rep
RISER CIA ,=
D=
,-(plin
OR==o
RISER CIR.=
Cr--
000
ft
RISER AREA=
Ar
0.00
sf
WEIR COEFF. RISER=
CMr=
.0
ORIFICE COEFR RISER-
Car=
ONE
CREST FILE. RISER=
Zu=
If
1
In
hZ
Zart
(II)
2.1499
-1.3863
0.25
T8439
-0 6931
as
52485
-02872
0.75
8 5362
0.0000
1
8.I593
02231
1,25
8 7900
0.2539
1,269
OUTPUT DATA
Initial stage =
0
0, msl NORMAL WATER
LEVEL
Normal surtace area=
509579
sf OR===�
0.12 ac
Peak outfknk=
0.00
as
Peak stage =
0.44
fl, msl
Peak storage=
2238.78
cf
Peak su faw area = '
So95 29
sf OR===s
0.12 so
Lr1= AO) 0
AND Wr--
0j f1
L2= Of
0.00

BARREL CIA=
D6=
p4e O
in
INVERT ELE. BARREL=
L=
Qpit
VG.¢3
ORIFICE COEFF. BARREL=
CCa
tlt
12
SPILLWAY LENGTH=
ELE=
L _ - 0ff
Z 6 �1
B
ry
WEIR HEIGHT=
WEIR LENGTH=
WEIR ELE.=
FNrHaiFT
L
FT
TOP WEIR ELE.
0
WEIR HEIGF
WEIR LEND
Fir D , FT
Lw- FO-. FTSPILLWAY
TOPWEIR
0
WEIR COEFF=Cr
00
WEIR COEFF.(WEIR)
ZeFT
Cwrr
WEIR
WEIR
ELE=
COEFI
Ze 0 FT
Cwvr eORIFICE
COEFEIWEIR
CA
ORIFICE
CO
CA
CONTROL ORIFICE OL4. (OEM)
Do= _--f
in
WEIR AREA=
Wa
0 SF
WEIR AREA =
Wa 0 BE
O OF DRAWN DOWN ORIFICES
4t-
0
INVERT ELE. ORIFICE(S)=
Zoi=
- 3, �.
It .
ORIFICE COEFF.=
CJo=
0
SOIL INFILTRATION
SOIL PERNABILITY
P5= ,1 f ii/min
(B in/M)
Ps=
0.944 cfs
@ pone my
TIME
INFLOW
STORAGE
STAGE
0onlice(s)
Otlser(WEIR) 08ser(ORIF.)
OLarml
OspilWay
Dinlil
10weir(weir)10weir(orif) 20weir(weir)
2 Oweir(oril.)
01o1a1
Oposl
(min)
(cfs)
(cull)
(IQ
(tls)
(cis)
(cis)
(cfs)
(Gs)
(cfs)
(-W
(cfs)
(cfs) (cfs)
(cfs)
Dlo1a1-01n0l
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DRAINAGE CALCULATIONS
Alot=
5, 0.59�il ac
total A.
p5G6�ac (EXISTING&
PROPOSED IMPERVIOUS)
exist Aimp =
0 ac
"C"(comp)
Core=
0,W
Cartype'C arceac 'C"GAS
Cpos1 (campk
WsTA .1
0.82 post-0ev ccefl.
impervious
`v/0,9 ""a' 0.48
T
T'$
I tyr=
5.$Z�irmr
7Q$"'
lawns
9� 001
Opre=
052 cfs
Opost=
2.85 Us
tWel 0.5% 0.49
VOLUME OF
RUNOFF
"C"com 0.82
P=
.�.�,k in Tya400
CN=
s.,
3=0000/co)-10
S= 1.23
O'=
P( 2S1'2 2.52 in
(P,8S)
V=
O-Atot= 54%48 cl
TIME TO PEAK
Tp=V/1.39'Opos1= 23 min

PROJECT s�4RHOTE4
h`4 TFATAg}TYREN4TT112
LOCATION hLCAR�EfjET CD1JNTY11i
DISCRIPTION: Opm= 0.29 CFS
Oposl= 435 DES
1p 33 min
ROUTING SUMMARY(l-0_7 ]4&RpOST P5E'i N6AW M_�Ffy ).
S
Z
CONTOUR INCREMENTAL
ACCUM
CONTOUR AREA - VOLUME
VOLUME
STAGE
(.9 B) (on IN
I. IN
(n)
- 0"Iw'^p Sp98i 0
0
0
12]3.94T5
1273.9475
0.25
J95 .isf 096. 12)3.94]5
254Z895
0.5
1273 9475
5W6c 12739475
3821.8 25
5539
09
075
1
F i125 �5096t 12J3.94]5
6369,7375
1.25
1288 E^5096 198.135B1
fi58847331
1.289
INFILTRATION AREA=
INPUT DATA:
PEAK FLOW=
op-
4
Us
TIME TO PEAK=
Tp=
33
min
DELTA TIME
dT-
obi
min
Ks-
50%
5=
1.00
Zo=_
V,OOfl Bp]
It ('an
RISER DIA.=
Or=
[ '=sOj
in OR ---
RISERCIR=
Cr--
0.00
II
RISER AREA-
Ar
aOR
sf
WEIR COEFF. RISER=
CWl
30''
ORIFICE COEFF. RISER
Cdr-
e5'O,g�
CREST ELE. RISER=
Zcr--
)OOy
It
Ks= }5098!
5= EEO
In In Zeal
(9)
7.14%
-1.31W
0.25
7.84W
4)6931
05
8.2485
-02827
O75
8 5382
0 0000
1
87593
0.2231
1.25
8 7900
02539
1.289
OUTPUT DATA
Initial stage =
0
fl, msl NORMAL WATER LEVEL
Normal surface area =
5095,79
If OR===a 0.12 ac
Peak outflow =
000
cfe
Peak stage=
1.31
fl, msl
Peak Me., =
8554.91
d
Peak same. area =
509579
at OR===, 0.12 ac
Lr1= II
AND Wr- ,' �01 11
Kle
L2= MIDI
000

BARREL DIA =
INVERT ELE. BARREL -
ORIFICE COEFF. BARREL=
SPILLWAY LENGTH -
SPILLWAY ELE.=
WEIR COEFF,
Do= 0 in
ZI= IN 0
Ze- 0 0
Ze= i001 II
cw= ,g1
CONTROL ORIFICE DIA. GEM) Oo= i
Y OF DRAWN DOWN ORIFICES Ypo= :..01 m
INVERT ELE. ORIFICE(S)= Zoi= 0 0
ORIFICE COEFF.= Cao=
SOIL INFILTRATION
SOIL PERMASILITY Ps= �t41iNmin (61Np0
Ps= 0.944 cls pond inv
91
Y2
WEIR HEIGHF=
Hw-
"""0. FT TOP WEIR ELE. 0
WEIR HEIGF
H
FT
WEIR LENGTH=
L
0� FT
WEIR LENS
L
-0
0� FT
WEIR ELE=
Z
0-. `iFT
WEIR ELE=
Z
�0iii���y„4FT
WEIR COEFF.(WEIR)
Cww-
a3'
WEIR COEFI
Cww
ORIFICE COEFR(WDR
CAr
Q6
ORIFICE CO
Cgw-
'WEIRARDk-
Wa
0 SF
WEIR AREA
Wa
0 BE
TOP WEIR
________________
TIME
_______________
INFLOW
________
STORAGE
______---- _ ___________________------------------------------------------------------
STAGE Oontice(s) Onser(WEIR) Onser (ORIR)
QLarml
OspilWay
Oinlil I Oweir(v ir) I Qweir(on1.) 2Qweigweir) 2Oweir(orilJ
Q10M
Opost
(min)
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(cu it)
(II)
Itls)
(tls)
(c1e)
(Us)
(Ols)
(c1a)
(as )
Is
(c)
as
( 1
ds
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(c 1
Is
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DRAINAGE CALCULATIONS
Atot = 5?5 a
onl Aimp
e= o,C.Wac
i tAimP= ec
(EXISTING & PROPOSED IMPERVIOUS)
" '-(Comp)
Cprc =
0241 pr,de cceff.
'C' area ac
" ' X'area'
CeAtt(..Oy
0.82 pastEev coeH.
impelvmus
!x095 �9,58F5
0.48
11Dfr=
B.RW�
_
I awns
= Qom` o
Dot
op.
079 da
Opost=
4.35 ds
total 0.5%
0,49
VOLUME OF RUNOFF "C.(Comp) 0.82
P= fildm(iDy24hr)
GN= v_ 89]
S=00001rn)-to S= 123
O'= P( 2S)"2 560 st
F-SS)
V= O-Atd= 12115,78d
TIME TO PEAK
Tp=VI1.39.Opoft= 33 min

PROJECT:
LOCATION'.
DISCRIPTION: ppre= 079
CFS
Opost= 435
CFS
Tt- 33
mmR
_
ROUTING SUMMARY: t0 R;4 H
'.Y
S
z
CONTOUR
INCREMENTAL
ACCUM
CONTOUR AREA
VOLUME
VOLUME
STAGE
Im 6
In Z
Z esl
(E9 n)
fcu ft)
(cu fl)
(0)
(ft)
025 y509B�
e05 5088
0
1273 N75
12739475
0
12739475
2547.895
0
025
0.5
7.1499
7,8430
-1.3863
06931
0.25
OS
0.T3
OB6
ayf, i S39e
;i 126 609fi
1273.9475
1273.N75
1273.9475
3821.8425
5095.79
6369732E
075
1
125
82485
6.5362
81593
-02877
00000
02231
0,75
1
1,25
1@88 509a
19873581
65684TKU
1289
8.7900
02539
1289
INFILTRATION AREA=
INPUT DATA.
PEAK FLOW=
OP=
4
cis
TIME TO PEAK-
Tp=
33mirr
DELTA TIME
dT=�-
r,^a
mm
Ks=
058
e=
1m
ZP=
Q.00]
fl(reN
RISER DIA=
Or=
SUSm
OR===>
RISER CIR.=
Cm
000
fl
RISER AREA=
A,
0.00
at
WEIR COEFF. RISER=
Cwm
_I 3U
ORIFICE COEFF. RISER=
Ctlr=
-= . 08
CREST ELE. RISE R=
2cr-
iR
fl
Ks= $p9$
L rt
OUTPUT DATA:
lon'.l sla,e =
0
fl, mzl NORMAL WATER
LEVEL
Normal surTace area=
509579
sl OR===>
0.12
ac
Peak outMa=
000
Gs
Peak stage =
2.36
It, msl
Peak storage=
1202355
C
Peak Emae. area=
5095.79
Ef OR==-
0.12
ac
Lr1= tr
fl
AND Wr--
- - 9j
ft
L2= 9?
0.00

BARREL DIA,=
INVERT ELE, BARREL -
ORIFICE COEFF. BARREL=
SPILLWAY LENGTH=
SPILLWAY ELE=
WEIR COEFF,
Ob= 1, 0 n
L= 100� it
Glib- qe
•0 0
Z = .fit f00 itcw=
CONTROL ORIFICE CIA. (OEM) Do= t in
0 OF DRAWN DOWN ORIFICES •Do= 0)
INVERT ELE ORIFICE(S)= Zoi= 0( 0
ORIFICE COEFE= Ott, Q(�
SOIL INFILTRATION
SOIL PERMABILITY P5= mj"min D)iNbQ
Ps= 0.ON cfs Q pond inv
01
%2
WEIR HEIGHT=
WEIR LENGTH=
Hw-
LN
pC FT TOP WEIR ELE. 0
FT
WEIR HEIGF
WEIR LENG'
H
l
FT
FTWEIR
ELE=
Z
0'-' FT
WEIR ELE=
ZeFT
M
WEIR COEFF(WEIR)
ORIFICE COEFF. ryVEIR
Ww
W+r
3L
¢�
WEIR COEFI
ORIFICE CO
C
CIA,
WEIR AREA=
W.
0 BE
WEIR AREA
Wa
0 SF
TOP WEIR
TIME
INFLOW
STORAGE
STAGE
po(cfs) ) Ons R) Ons (ORIF.)
Obenel
OSG Y
Oinfil 1 0weigweir) 1 O n1.j 2 0 ip 2 O n1J
Opast
(min)
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(cu 6)
(it)
(cfs)
(.fit)
(---
(cfs)
I
ft)
I---
(ds)
(cfsj
od,,)
(cfs)
(ds)
Gfi)
(cls)
("no
(Gs)
(at)
OlotaLOin01
__ __
__________ _________ ___ __
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232
0.00
0.00
000
0.00
0a0
0.000
0.00
a.00
am
0.00
O.aO
0.000
128
0,12
11830.70
2,32
am
am
am
am
000
0.000
0.00
0.00
am
000
000
o.ao0
130
0.11
4164535
2.32
0.oa
am
am
0.a0
am
o.0ao
000
000
0.00
am
am
0000
132
0.10
1185888
2.33
000
0.00
000
o.ao
000
o.aoo
000
0.00
0.ao
00o
am
0.000
134
0.10
11871.39
2.33
0.00
000
000
0.00
0.00
0.000
000
0.00
am
ON
am
0000
136
0.09
11082.95
233
000
0,00
000
000
Goo
0.oao
000
0.00
coo
am
o00
0.000
138
Doe
1189363
233
am
000
0.00
0.00
0.00
o.000
0.00
0.00
000
000
am
0000

DRAINAGE CALCULATIONS
Alp1=
v0,598ac
Ic1e1 Aimp=
(EXISTING&
_ We.
PROPOSED IMPERVIOUS)
exist Aimp=
e.
- "C"(comP)
CpN, pre-Eev weft.
erl a n7 areaac
'C"X"area"
CP0%(wm0 082 post-dev well
Impetuous 0 0 -,r0.W0
0.48
y
I to,= §;66 in/ftr
lawns
QJ SB
0.01
Opre = 0.79 Cs
Opos1= C35 Cs
total 05%
049
VOLUME OF RUNOFF
'C POMPI
0.82
P= M„fi88] in(10y24nr)
CN= �' :4R1
-
S=(1000/w)-t0 S= 1.23
O'= P( 2W2 5W m
(P-SS)
V= D'Alo1= 121157a d
TIME TO PEAK
Tp=VI1.39'Opast= 33 min

CB-1
D.A. =
5,071 S.F. =
0.12 AC.
IMP-
= 0 S.F. (BUILDING)
C=
0.95 X
4,331 +
0.2 X(
5,071 -
4,331 )
4,331 S.F. (PARKING)
5.071
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
C=
0.85
4,331 S.F. (TOTAL)
CB-2
D.A. =
6,038 S.F. =
0.14 AC.
IMP-
= 2,541 S.F. (BUILDING)
C=
0.95 X
5,705 +
0.2 X (
6,038 -
5,705 )
3,164 S.F. (PARKING)
6,036
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
C=
0.91
5,705 S.F. (TOTAL)
CB-3
D.A. =
6,854 S.F. =
0.16 AC.
IMP-
= 2,541 S.F. (BUILDING)
C=
0.95 X
6,047 +
0.2 X (
6,854 -
6,047 )
3,490 S.F. (PARKING)
6,854
0 S.F.(SIDEWALK)
16 S.F.(OTHER)
C=
0.87
6,047 S.F. (TOTAL)
CB-4
D.A. =
4,564 S.F. =
0.11 AC.
IMP-
= 0 S.F. (BUILDING)
C=
0.95 X
2.882 +
0.2 X (
4,564 -
2,882 )
2,882 S.F. (PARKING)
4,564
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
C=
0.68
0 S.F.(OFF-SITE)
2.882 S.F. (TOTAL)
CB-5
D.A. =
13,649 S.F. =
0.32 AC.
IMP-
= 5,352 S.F. (BUILDING)
C=
195 X
10,343 +
0.2 X (
13,649 -
10,343 )
4.583 S.F. (PARKING)
13,649
0 S.F.(SIDEWALK)
408 S.F(OTHER)
C=
0,77
10.343 S.F. (TOTAL)

7,155 S.F. = 0.17 AC.
5,129 S.F. = 0.12 AC.
IMP- = 0 S.F. (BUILDING)
6,766 S.F. (PARKING)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
6,766 S.F. (TOTAL)
IMP- = 0 S.F. (BUILDING)
4,900 S.F. (PARKING)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
4,900 S.F. (TOTAL)
C= 0.95 X 6,766 + 0.2 X ( 7,155 - 6,766 )
7.155
C= 0.91
C= 0.95 X 4,9130 + 0.2 X ( 5,129- 4.900 )
5,129
C= 0.92

BYPASS PIPE (1(YYR)
LOCATION
FROM TO
CB-2 Ml
MH-1A MH-2A
CB-3 MH-2A
M H-2A MH-3A
Mh{-3A MH-0A
CB-4 Mi
MH-4A Mi
CB-1 Mi
I MH-9
CB-S Ml
MH-8 I
I MH-10
MH-10 MH-11
11 MH-12
M1{-12 MH-13
MH-13 MH-7
I MH6
OI-1 Mi
MH-6 MIT
01-2 MIT 5
MH-5 01-3
AREA
SUBAREAS
TOTAL
(SF)
(SF)
6038
6038
0
6038
6854
6854
0
12692
0
12892
4564
4564
0
174%
5071
5071
0
5071
13649
13649
0
13649
0 18720
0 16720
0 18720
0 18720
0 18720
0 36176
7155 7155
0 43331
5129 5129
0 48460
C
0
SLOPE
(C. F.S,I
(FT/FT
091
0.437
02
0.874
00183
0.87
0474
0.3275
1.822
00023
1.822
0OD19
0.68
0 492
0 423
2.314
0 002
0.85
0229
0.1052
0686
00117
077
0561
0. M33
0.8415
0W26
2.369
00026
2.369
OW19
2,369
0.0018
2 W9
0.0021
2 369
0.0235
4683
00014
091
0.5215
02439
5726
00014
092
0754
02561
6.480
0.0013
THEO.
ACTUAL
n
V(full)
LENGTH
SEGMENT
INVERT
INVERT
APPRO%.
Water El.
Ke
SIZE
SIZE
FLOW TIME
UPPER
LOWER
HGL
Downstream
Minor Losses
(IN)
(IN)
IF. P.S)
(FT)
(MIN)
(EL),
(EL)
(FT)
(FT)
(ASSUMED)
3,11
6
0.013
12762593
13
0.0169753
11.94
9.33
13058255
12.8634186
15
632
15
0.013
7.1113659
64
0,14999463
9.33
8.16
12.863419
12.839762
1.5
2.93
6
0,013
16.332016
12
0.01224589
12.09
8.16
13 MI797
12.839762
1.5
1228
15
0.013
2.5211077
82
0,54208976
8.16
7.97
12.839762
12.7224803
1.5
1273
18
0.013
2587568
57
0,3671401
7.97
7.86
12.72246
12.6B0375
1.5
2.83
6
0,013
18.561126
10
0.00897934
12.09
7.86
12904099
12.680375
1.5
1379
18
0.013
26547888
35
021972872
7.86
7.79
12.680375
12.6232577
1.5
2.76
6
0013
92563978
25
0.04501391
1184
921
13105971
13.0323266
1.5
6.28
10
0 013
4,3393656
30
0.11522422
9.21
886
13 032327
12 9657926
1.5
2.87
6
0.013
20.24639
6
0.W493915
12A9
9.07
13241221
12.9906385
15
898
15
0.013
2 6804898
81
0.5036393
9.07
8.86
12.990638
12.9657926
1.5
1324
18
0.013
30269249
19
0, 10461662
8.86
8.81
12.965793
12.9141585
1.5
1405
18
0,013
2.587568
59
0.37358116
8.81
87
12.914158
12.8424621
1.5
14.19
18
0.013
2.5185538
98
0.64852033
87
852
12.642462
127501891
1.5
13.78
18
0,013
2.720349
58
035534655
652
8.4
12.750189
126794927
1.5
876
18
0013
9.1001575
26
0.04761M
84
779
12678493
126232577
1.5
1920
24
0 013
2.6907385
64
0.39642153
7.79
7.7
12 623258
12.5437367
1.5
320
6
0.013
14IY34187
18
002128537
12,09
77
12.86473
12.5437367
1.5
20.71
24
0013
2.6907385
154
0.95388931
77
7.48
125,13737
12.366,1771
1.5
365
6
0.013
14442385
18
0.02077219
1209.
7.48
13.037489
12,3664771
1.5
22.00
24
0 013
2.5928605
45
028925583
7,48
7.42
12.366477
12.23
1.5
NOTE'. 2 RUNS OF PIPE ARE PROVIDED BETWEEN CB 2 8 MH-1 A, CB-3 8 MH-2A, I8 MH-9, AND DI-1 8 Mi THEREFORE O IS DIVIDED BY 2 FOR EACH OF THESE SEGMENTS
NOTE'. 3 RUNS OF PIPE ARE PROVIDED BETWEEN CS-5 8 I AND CB-1 8 MH-6& THEREFORE O IS DIVIDED BY 3 FOR THIS SEGMENT
total pipe flow time = 3.68 min

ro
a
0
at
a
wa
r U
co n
r
co C
O
Z W
r�
w
J
w
cdVeM 411
Qio-61pv5s 'fte
d,a, = 61161 J, 0,142 4(,
rip. grey = 872 t.
95(89Z)+,I(5Z69) _ 23
6 i6t
Q')O_ m _ , 23 (8,89) (O.1y2) = 0,30 tfs
+ 6,y 8 = 6,,VS ifs
C0,0437�0,6)(15)2j� zy
0W e6v= 10,.d t q'A = 11.5 _4
pUTIEi control > zzq = I I.�� + 522 So96 (41 -,013) j(9
C Assumed +9 Iwafer Outkf co11iM�5
Cc0 e lev _; I Z, 0 VSe 2--19 it RCP

C11
ulUetT �
3Do {
I
Outlet W = Co + 0.41-a 120 -
pipe i
diameter (DO) �- La —�i 110 -- i
I ,I II :r
Tat o r 0.5D0
100 iillll llllll ,I , Ir ,lln l'
•II
Ili,ll, I
90 f l I
II I q;ll, I' II l {
I�Il'
80 I _.I 11 III 1 l I i i I ;, rn a II
!I
f IIII f �11iU.
,,
QQ 70
zO 60_
i1 �I I 'III' ,I ii D_ IL iII II1 I' II 11 lyl Il
J .III !'` ti ii I. it ..I 1_ ,. ��• ti I Iti I•�
SOL,IIIti,� !
�\c I( . F �, '�� !Ill I� 1 Iil r
40 1 a , 3
'� .I I' I I Il "I'I I' I I l� I ii it '1 ❑ �' t
III II a y I I'll :. I �1'.
1 III IiIIII
30
t
III.
a kf l rt f k 2
20'
-vl._ I .:�,• 1� Q
10 .I ill III i 1. 1 "' _ a' rp 0 �, n m
a
v = 15 � � . • I I � �! 'O
1 ill I_I I'!i Z
p.
0
3, ..,r-5 „+r 10 20 50... 100 200 ..,:. 500 1
000
Discharge (ft3/sec)
I
Curves may not be extrapolated.
Figure 8.06b Design of outlet protection from a round pipe flowing full, maximum tailwater condition (T.>_ 0.5 diameter).
p'pe fir two P't +
T 151
3,�5' f 8,25
fi iCl iM�
8.06.4 (Q/ _ Rcv. 12N3

61183 --� l ")
�n,+�aia�idunra>f�c� �n�e4rc�>fn�r./a
&V 611re .-Tax 2d29
/PnAe Vm9alijw 28402
�'r+Mnn,J �iArstl')I t7��,rer �/iiiil
.360.5 0I11'�Uiui//e
Q1Ii/iizinylvi,, AV 2890d
I%nua: 910-452-0001
gam: 910-052-0000
urr¢ur. /nr�ittufe. ern/
March 9, 2007
Jeff Malpass
Malpass Engineering, PC
1134 Shipyard Blvd.
Wilmington, NC 28412
Reference: Stormwater infiltration study for the propos CH&Property near Emerald Isle,
NC
Dear Mr. Malpass:
On Wednesday, June 28, 2006 and Wednesday March 6, 2007 Land Management
Group, Inc. had the pleasure of evaluating the proposed stormwater infiltration areas at
the proposed H&S Hotel development site. The purpose of the evaluation was to
describe the soil profile, quantify the depth to the seasonal high water table, using hand
auger borings, and to inform the project engineer of any potential limitations of this
project. Actual hydraulic conductivity measurements were not taken. Therefore, my
report will focus on estimated infiltration rates.
The soils at this site are mapped as the Fripp soil series soils in the Soil Survey of
Carteret County (USDA, 1987). Actual soil borings confirm the soil to be Fripp Series in
borings 1-13-6, H8, S7, S9-10, S12-13, and S16, Fripp with Fill in borings H1-2, H7, 1-19-
10, S1-5, S8 and S11, Leon with fill in boring S6 and Dredged Sandy Fill in borings S14-
15, the locations of the borings are shown in Appendix C. The soil can best be described
as deep sands that formed in a series of depositional events from eolian and marine
sediments. It is expected that these soils will have high infiltration rate in excess of 8-10
in/hr. The seasonal high water table is normally evident by observation of redoximorphic
features suggesting past conditions of saturation and reduction. There is evidence of
redoximorphic features as shallow as 54" within one of the test borings of the proposed
infiltration areas. In the other borings within the infiltration areas, the seasonal high
water table was from 62" to and excess of 108" across the proposed test areas (see
complete pit notes in Appendix A). Physical water was found as shallow as 77" in boring
S 15 to and excess of 108" across the proposed test areas. All recorded depths are from
the existing surface as noted in the pit notes. The official published description and
physical and chemical data for the Fripp and Leon soil series are shown in Appendix B
for comparison.

In summary, LMG has performed site specific evaluation within the stormwater
infiltration area. This area has soils that have a seasonal high water table that are 54" in
Boring S-15 the other areas that have seasonal high water tables from 62"in borings S-6,
to a depth in excess of 108" in borings S6, and S8-10 from the soil surface and an
infiltration rate of up to 10" per hour. All notes for installation and limitations to
proposed basin areas are mentioned in Appendix A. Please do not hesitate to contact me
if you have any questions with this report. I may be reached at 910-452-0001, 910-471-
0505 or at nhowelLI(TJm =roup.net .
Sincerely,
Nick Howell
Environmental Scientist

H&S Hotel Stormwater Evaluation
Auger Borings
-6/28/2006 ,_
*Seasonal High
Water Table:
Recorded Physical
Water Table Depths:
6/28/2006
*Infiltration
Rate in/hr:
H1
91"
111"
8 to 10
H2
98"
109"
8 to 10
H3
90"
96"
8 to 10
H4
76"
83"
8 to 10
H5
98"
98"
8 to 10
H6
>108
>108"
8 to 10
H7
67"
80"
8 to 10
H8
>108
>108"
8 to 10
H9
>108
>108"
8 to 10
H10
>108
>108"
8 to 10
S1
79"
>84"
8 to 10
S2
>84"
>84"
8 to 10
S3
99"
>102"
8 to 10
S4
>84"
>84"
8 to 10
S5
>84"
>84"
8 to 10
S6
62"
84"
8 to 10
S7
64"
83"
8 to 10
S8
81"
>84"
8 to 10
S9
>84"
>84"
8 to 10
S10
>84"
>84"
8 to 10
S11
>84"
>84"
8 to 10
S12
>84"
>84"
8 to 10
S13
>84"
>84"
8 to 10
S14
79"
79"
8 to 10
S15
54"
77"
8 to 10
S16
68"
1 78"
8 to 10
* All depths from existing natural or fill material surface

Appendix B
Published Description and Chemical and Physical Properties of the Fripp and Leon
Soil Series

vtucldl acute vcnct rNuvu - r .,.a r w111n
LOCATION FRIPP SCfAl FL GA NC VA
Established Series
Rev. WMS:RLV:RM
0312002
FRIPP SERIES
The Fripp series consists of very deep, excessively drained, rapidly permeable soils that formed in thick sandy sediments adjoining beaches and waterways along the coast. The
soils are in undulating to step topography near the seacoast Slopes mnge from 2 to 30 percent.
TAXONOMIC CLASS: Thermic, uncoated Typic Quarmipsamments
TYPICAL PEDON: Fripp fine sand, on rolling topography in forest. (Colors are for moist sails unless otherwise stated.)
A-0 to 5 inches; grayish brown (I OYR 52) fine sand; common medium faint light grey (2.5Y 72) mottles; single grained; loose; common fine and medium roots about 5
percent of the grains are black and dark brown; moderately acid; clear wavy boundary. (1 to 8 inches thick)
C1-5 to 21 inches; pale yellow (2.5Y 714) fine sand; many medium distinct light brownish gray (I OYR 6/2) mottles; single grained; loose; common fine and few medium roots;
about 5 percent of the grains are black and dark brown; moderately acid; gradual wary boundary. (5 to 27 inches thick)
C2-21 to 52 inches; very pale brown (10YR 713) fine sand; single grained; loose; few fine and medium roots; about 5 percent of the grains am black and dark brown; slightly
acid; gradual wavy boundary. (20 to 54 inches thick)
C3-52 to 90 inches; white (2.5Y 82) fine sand; single grained; loose; few irregular horizontal light brownish gray (lOYR 62) streaks about IB inch thick; about 5 percent of the
grains arc black and dark brown; slightly acid.
TYPE LOCATION: Beaufort County, South Carolina; 15 miles east of Beaufort on Hunting Island; .34 mile south of U. S. Highway 21 bridge over Johnson Crack. 100 feet east
of U. S. Highway 21.
RANGE IN CHARACTERISTICS: Content of silt plus clay to more than 80 inches is less than 5 percent. Reaction ranges from extremely acid to mildly alkaline throughout
Few to many fine dark minerals and few shell fragments are in some pedons.
The A horizon has hue of IOYR to 5Y, value of to 7, and chroma of 1 or 2. It is fine sand or sand.
The upper part of the C horizon dominantly has hue of 1 OYR, value of 7 or 8, and caroms of I to 6. It ranges from 7.5YR to 2.5Y, value of 5 to 8, and ebrones of 3 to 8. The
lower part of the C horizon dominantly has hue of 1 OYR to 5Y or is neutral, value of 6 or 8, and chrome of 0 to 3, and ranges to chrome of 3 to 8. The C horizon is sand or fine
sand. Low chroma is not due to wetness.
COMPETING SERIES: These are the Kershaw, Ncwhan, Oncca, and Penne, series. Kershaw and Ortega soils are not subject to Flooding. In addition, Ortega soils have a
seasonal high water table at 3.5 to 5.0 feet. Newlin soils are affected by salt spray and do not support commercial tree growth. Penney soils have lamellae. Buncombe, Crevasse,
Lakeland, Tarboro, and Wando series are in similar families. These soils contain more than 5 percent silt plus clay in the control section.
GEOGRAPHIC SETTING: Fripp soils am on undulating to steep dunes commonly adjoining beaches and waterways along the wan. These soils receive such a small quantity
of salt spray that the growth of trees is not of eacd. Most areas are 5 to 25 feet above mean tide. Flooding is none to rare; when rare, it is flooded for very brief periods due to
very high tides caused by coastal storms. Slopes commonly are 5 to 15 percent but range from 2 to 30 percent. The soil formed in sandy sediments that have been reworked by
wind and wave action. The mean annual temperature ranges from 66 to 70 degrees F., mean annual precipitation ranges from 44 to 50 inches, and frost -firm season ranges from
260 to 290 days.
GEOGRAPHICALLY ASSOCIATED SOILS! These are the competing Necvhan and Wando series, plus the Baratari, Capers, Corolla, Duckston, Kimsah. Polawana,
Ridcetand, Rosedhu, Seabrook, and Seewec series. Baratari. Ridgeland. Rosedhu, and Seewee soils have a spodic horizon. Capers soils are subject to daily tidal flooding and are
fine texttued. Corolla and Duckston soils have a seasonal high water table. Kiawah soils have an argillic horizon. Polawana soils have an umbrie epipedon. Seabrook soils
Contain 5 to 20 percent silt plus clay in the control section.
DRAINAGE AND PERMEABILITY: Excessively drained; very slow runoff; rapid permeability.
USE AND VEGETATION: Most of this soil is used for recreation, beach cottages, and wildlife. Native vegetation Consists of wax myrtle, live oak, palmetto, slash pine,
labially pine, longleaf pine, sand pine, American beech, Cabbage palm, yaupon, American holly, black cherry, blackgum, cherybark oak, hickory, wooers, seacoast bluestem, and
beach grasses. -
DISTRIBUTION AND EXTENT: Mainly bordering the Atlantic coast in Alabama, Florida, Georgia, North Carolina, South Carolina, and Virginia. The series is of moderate
extent.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Beaufort County, South Carolina; 1975.
REMARKS: The 1978 revision changed the classification from Udipsammems to Quartzipsamments, and the mineralogy from mixed to siliceous. Diagnostic horizons and
features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to 5 inches (A horizon)
MLRA=l53B, 149A, 152A
SIR— SC0001
TABULAR SERIES DATA:
S0I-5 Soil Name Slope Antemp FrFr/Seas Precip Elevation
SC0001 FRIPP 2- 30 65- 70 260-290 44- 50 5- 25
wi-5 FloodLl Floods Haterteble Kind Months liadcock Hardness SC0001 NONE RARE 6.0-6.0 - 60-60
SOI-5 Depth Texture 3-inch No-10 Clay% -CEC- SCOODS 0- 5 FS 5 0- 0 98-100 0- 5 1- 2 S00001 5-80 FS
2/n/'1nn^/ I I.in

itticial series Uescnpnon - r turr aerles
SOI-5 Depth -pa- O.H. s.1in Pe vmeab 5h k-S.11
SC0001 0- 5 5.1- 7.8 .5-1. 0- 0 6.0- 20 LOW
SC0001 5-80 5.6- 7.8 0.-_5 0- 0 6.0- 20 I/JfY
National Cooperative Soil Survq
U.S.A.

V llllldl JG1 \GJ LGJL.\\fl LlVl\ � L. L:V 1• JL.L IL.J
LOCATION LEON
FL+AL GA MD MS NC SC VA
Established Series
Rev. AGH, WGH, GRB
08/2005
LEON SERIES
The Leon series consists of very deep, moderate to moderately slowly permeable, poorly and very poorly
drained soils on upland flats, depressions, stream terraces, and tidal areas. They formed in sandy marine
sediments of the Atlantic and Gulf Coastal Plain. Near the type location, the mean annual temperature is
about 68 degrees F., and the mean annual precipitation is about 55 inches. Slopes range from 0 to 5
percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Aeric Alaquods
TYPICAL PEDON: Leon sand - forested. (Colors are for moist soil)
A--O to 3 inches; very dark gray (1 OYR 3/1) sand, rubbed; weak fine crumb structure; very friable; many
fine and medium roots; many clean sand grains give a salt -and -pepper appearance; very strongly acid;
clear smooth boundary. (2 to 9 inches thick)
E1--3 to 9 inches; gray (10YR 6/1) sand; common medium faint grayish brown (10YR 5/2) streaks of
sand along root channels; single grained; loose; many fine and medium roots; very strongly acid; gradual
wavy boundary.
E2--9 to 15 inches; light gray (I OYR 7/1) sand; few medium faint grayish brown (I OYR 5/2) streaks of
sand along root channels; single grained; loose; few fine and medium roots; common medium pores; very
strongly acid; clear wavy boundary. (Combined thickness of the E horizons range from 4 to 25 inches.)
Bh1--15 to 18 inches; black (5YR 2/1) sand; weak medium subangular blocky structure that parts to weak
fine granular; friable; many fine and medium roots and pores; more than 95 percent of sand grains have
organic coatings; very strongly acid; abrupt wavy boundary.
Bh2--18 to 22 inches; dark reddish brown (5YR 2/2) sand; common medium faint black (1 OYR 2/1)
masses with more organic matter than matrix; distinct brown (7.5YR 4/4) streaks having less organic
carbon than matrix; weak fine subangular blocky structure that parts to weak fine granular; friable; few
fine and medium roots; common fine pores; more than 95 percent of sand grains have organic coatings;
very strongly acid; clear wavy boundary.
Bh3--22 to 30 inches; dark brown (7.5YR 3/2) sand; common medium distinct vertical streaks of dark
reddish brown (5YR 2/2) sand along root channels; weak fine granular structure; friable; few fine and
medium roots and pores; many coated sand grains; very strongly acid; gradual wavy boundary.
(Combined thickness of the Bh horizons range from 6 to 35 inches.)
BE--30 to 33 inches; brown (I OYR 5/3) sand; few faint streaks of light brownish gray (10YR 6/2) areas
with less organic carbon than matrix; single grained; loose; few medium and fine roots; few fine pores;
many uncoated sand grains; very strongly acid; gradual irregular boundary. (2 to 30 inches thick)
i ionnn7 i i -in

J111clal acilch "GbC114RIv11 - "G '
E'--33 to 66 inches; light brownish gray (1 OYR 6/2) sand; common medium faint dark grayish brown
(1 OYR 4/2) masses with more organic carbon than matrix; single grained; loose; few fine and medium
roots; many uncoated sand grains; very strongly acid; clear wavy boundary. (0 to 36 inches thick)
B'h--66 to 80 inches; very dark brown (I OYR 2/2) sand; single grained; loose; common medium distinct
light brownish gray (I OYR 6/2) streaks and pockets having less organic carbon than matrix; many
uncoated sand grains; very strongly acid.
TYPE LOCATION: Bay County, Florida. Approximately 0.75 mile north of Mine Testing Laboratory
and U.S. Highway 98, about 3.0 miles south of West Bay along the west side of Woods Road; NW 1/4,
SW 1/4, Sec. 19, T. 3 S., R. 15 W.
RANGE IN CHARACTERISTICS: The Bh horizon is within 30 inches of the soil surface. Reaction
ranges from extremely acid to slightly acid throughout. In tidal areas, the soil reaction ranges from very
strongly acid to moderately alkaline throughout.
The A or Ap horizon has hue of 7.5YR or 1 OYR, value of 2 to 4, and chroma of 1 or 2; or is neutral with
value of 2 to 4. When dry, this horizon has a salt -and -pepper appearance due to mixing of organic matter
and white sand grains. Texture is sand, fine sand, mucky fine sand, mucky sand, or muck.
The E horizon has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of I to 4; or is neutral with value of
5 to 8. Redoximorphic features and streaks in shades of black or gray range from none to common.
Texture is sand or fine sand.
Where present, a transitional horizon between the lower E horizon and the Bhl horizon has hue of IOYR,
value of 2 to 4, and chroma of 1. Thickness ranges from 0.5 to 2.0 inches. Texture is sand or fine sand.
The Bh horizon has hue of 5YR to 1 OYR, value of 2 or 4, and chroma of 1 to 4; or is neutral with value of
2 to 4. This horizon bums white on ignition. Vertical or horizontal streaks or pockets of sand or organic
matter depletions in shades of gray or brown range from none to common. Texture is sand, fine sand,
loamy sand or loamy fine sand.
The E' horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 1 to 3. Streaks
and masses of organic matter accumulation in shades of brown range from none to common. Texture is
sand or fine sand
The B'h horizon, where present, is similar in colors and texture to the Bh horizon but occurs below the BE
or E' horizons.
The C horizon, where present, has of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 1 to 6. Texture is
sand or fine sand.
COMPETING SERIES: The Witherbee series is the only known series in the same family. The
somewhat poorly drained Witherbee soils have less developed spodic horizons.
GEOGRAPHIC SETTING: Leon soils are on upland flats, depressions, stream terraces, and tidal areas
of the lower Atlantic and Gulf Coastal Plain. They formed in thick beds of acid sandy marine sediments.
The climate is humid semitropical. Slopes range from 0 to 5 percent. The average annual temperature
ranges from 66 to 70 degrees F., and the average annual precipitation ranges from 50 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Chipley, Foxworth, Hurricane,
vonnm i i ?n

V 11101G1 Jcuca uvbGj ipuvu - LLW" ocuca
uuN.n rrn vrc.un.ww.uouu.gv rvw�v..v..r �...v�..0
Kershaw, Lakeland, Lynn Haven, Mascotte, Olustee, Ortega, Osier, Plummer, Portsmouth, Pottsburg,
Ridgeland, Scranton, and Wesconnett series. Chipley, Foxworth, Kershaw, Lakeland, and Ortega soils are
on higher positions and lack spodic horizons. In addition, Chipley soils are somewhat poorly drained,
Foxworth soils are moderately well drained to excessively drained, Kershaw and Lakeland soils are
excessively drained, and Ortega soils are moderately well drained. Hurricane and Pottsburg soils have a
spodic horizon at depths greater than 50 inches. In addition, Hurricane soils are somewhat poorly drained
and on higher positions and Pottsburg soils are somewhat poorly to poorly drained and on similar to
slightly higher positions. Lynn Haven soils are on similar positions but have an umbric epipedon.
Mascotte and Olustee soils are on similar positions but are underlain by argillic horizons under the Bh
horizon. Osier soils are on flood plains and lack spodic horizons. Plummer soils are on similar to lower
positions and are grossarenic. The very poorly drained Portsmouth are on lower positions and lack spodic
horizons. Ridgeland and Wesconnett soils and lack E horizons between the A and Bh horizons. In
addition, Ridgeland soils are on slightly higher positions and are somewhat poorly drained while
Wesconnett soils are in lower depressional areas and are very poorly drained. The poorly drained Scranton
soils are on similar to slighter higher positions and lack spodic horizons.
DRAINAGE AND PERMEABILITY: Poorly drained and very poorly drained; moderate to moderately
rapid permeability in the Bh horizons, moderate to moderately slow in the B'h horizons, and rapid in the
other layers.
USE AND VEGETATION: Most areas of Leon soils are used for forestry, range, and pasture. Areas
with adequate water control are used for cropland and vegetables. Natural vegetation consists of longleaf
pine, slash pine, water oak, myrtle, with a thick undergrowth of sawpalmetto, running oak, fetterbush,
inkberry (gallberry), chalky bluestem, creeping bluestem, and pineland threeawn (wiregrass). In
depressions, the vegetation is dominated by brackenfem, smooth sumac and swamp cyrilla are common.
Vegetation in the tidal areas includes bushy seaoxeye, marshhay cordgrass, seashore saltgrass, batis, and
smooth cordgrass.
DISTRIBUTION AND EXTENT: The Atlantic and Gulf Coastal Plain from Florida, Maryland, South
Carolina and Virginia. The series is of large extent.
MLRA OFFICE RESPONSIBLE: Auburn, Alabama.
SERIES ESTABLISHED: Leon County, Florida; 1905.
REMARKS: The water table is at depths of 6 to 18 inches for 1 to 4 months during most years. In low
flatwoods or sloughs it is at a depth of 0 to 6 for periods of more than 3 weeks during most years. It is
between depths of 18 and 36 inches for 2 to 10 months during most years. It is below 60 inches during the
dry periods of most years. Depressional areas are covered with standing water for periods of 6 months or
more in most years.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon--the zone from the surface of the soil to a depth of approximately 15 inches (A, El, and
E2 horizons).
Albic horizons --the zones from approximately 3 inches to 15 inches and 33 inches to 66 inches (El, E2,
and E' horizons) (not required for Leon series).
Spodic horizon within 30 inches --the zone from 15 inches to 22 inches (Bhl, Bh2, and Bh3 horizons) and
from approximately 66 inches to 80 inches or more (B'h horizons).
y rnnnn' 11.'ln

uirmal Jerles uesmption - LCu1V mries
Aquic conditions--endosaturation throughout.
Iu.P.n w ww<.uw.I. 1..uouusu 1ww.a u..a.vi I.0
IFAS Soil Characterization Data: S2-1-(1-9), S2-2-(1-8), S3-3-(1-5), S4-8-(1-9), S10-12-(1-7)
S12-17-(1-7), S16-9-(1-7), S19-6-(1-5), S33-24-(1-7), S37-28-(1-8), S45-27-(1-7), S46-2-(1-6);
S57-46-(1-6), S66-24-(1-8); sample by IFAS, University of Florida, Gainesville, FL.
S0I-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation FL0051 LEON 0- 5 65- 70 230-310 50- 60
8- 135 FL0093 LEON 0- 2 65- 70 230-310 50- 60 8- 135 FL0406 LEON 0- 2 65- 70 230-310 50- 60 8-
135 FL0501 LEON 0- 2 65- 70 230-310 50- 60 8- 135 FL0508 LEON 0- 2 65- 70 230-310 50- 60 0- 2
S0I-5 F1oodL FloodH Watertable Kind Months Bedrock Hardness FL0051 NONE 0.5-1.5 APPARENT
MAR-SEP 60-60 FL0093 NONE 0-0.5 APPARENT FEB-SEP 60-60 FL0406 RARE COMMON 0-1.0
APPARENT MAR-SEP 60-60 FL0501 NONE - APPARENT - 60-60 FL0508 FREQ 0-0.5 APPARENT
JAN-DEC 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC- FL0051 0- 3 S FS 0- 0 100-100 1- 5 2- 12 FL0051 3-15
S FS 0- 0 100-100 0- 3 .3- 1 FL0051 15-30 S FS LS 0- 0 100-100 2- 8 8- 30 FL0051 30-66 S FS 0- 0
100-100 1- 4.5- 3 FL0051 66-80 0- 0 100-100 2- 8 8- 30 FL0093 0- 4 MK-S MK-FS 0- 0 100-100 1- 6
12- 30 FL0093 0- 4 S FS 0- 0 100-100 1- 5 2- 12 FL0093 4-16 S FS 0- 0 100-100 0- 3 .3- 1 FL0093 16-25
S FS LS 0- 0 100-100 2- 8 8- 30 FL0093 25-80 S FS 0- 0 100-100 1- 4.5- 3 FL0406 0- 3 FS S 0- 0
100-100 1- 5 2- 12 FL0406 0- 3 MK-FS MK-S 0- 0 100-100 1- 6 12- 30 FL0406 3-15 FS S 0- 0 100-100
0- 3 .3- 1 FL0406 15-23 FS S LS 0- 0 100-100 2- 8 8- 30 FL0406 23-80 FS S 0- 0 100-100 1- 4.5- 3
FL0501 0- 3 MUCK - - 0- 0 90-200 FL0501 3-17 S FS 0- 0 100-100 0- 3 .3- 2 171,0501 17-80 S FS LFS 0-
0 100-100 2- 8 8- 30 FL0508 0-26 S FS 0- 0 100-100 1- 3 1- 12 FL0508 26-40 S FS 0- 0 100-100 2- 8 12-
30 FL0508 40-80 S FS 0- 0 100-100 2-10 .5- 3
S0I-5 Depth -pH- O.M. Salin Permeab Shnk-Swll FL0051 0- 3 3.6- 6.5 .5-4.0- 2 6.0- 20 LOW FL0051
3-15 3.6- 6.5 0.-.5 0- 2 6.0- 20 LOW FL0051 15-30 3.6- 6.5 2.4.0- 2 0.6- 6.0 LOW FL0051 30-66 3.6-
6.5 0.-.5 0- 2 2.0- 20 LOW FL0051 66-80 3.6- 6.5 L-3. 0- 2 0.2- 2.0 LOW FL0093 0- 4 3.6- 6.5 10-20 0-
2 6.0- 20 LOW FL0093 0- 4 3.6- 6.5 2.-5. 0- 2 6.0- 20 LOW FL0093 4-16 3.6- 6.5 0:.5 0- 2 6.0- 20 LOW
FL0093 16-25 3.6- 6.5 1.4.0- 2 0.6- 6.0 LOW FL0093 25-80 3.6- 6.5 0.-.5 0- 2 2.0- 20 LOW FL0406 0-
3 3.6- 5.5 .5-4.0- 2 6.0- 20 LOW FL0406 0- 3 3.6- 5.5 10-20 0- 2 6.0- 20 LOW FL0406 3-15 3.6- 5.5
0.-.5 0- 2 6.0- 20 LOW FL0406 15-23 3.6- 5.5 1 :4. 0- 2 0.6- 6.0 LOW FL0406 23-80 3.6- 5.5 0:.5 0- 2
0.6- 20 LOW FL0501 0- 3 3.6- 5.5 20-80 0- 2 6.0- 20 LOW FL0501 3-17 3.6- 5.5 0.-.5 0- 2 6.0- 20 LOW
FL0501 17-80 3.6- 5.5 L-4. 0- 2 0.6- 6.0 LOW FL0508 0-26 4.5- 8.4 L-3. 8-16 2.0- 6.0 LOW FLO508
26-40 4.5- 8.4 1.4. 8-16 0.6- 6.0 LOW FL0508 40-80 4.5- 8.4 0:.5 2- 8 0.6- 6.0 LOW
National Cooperative Soil Survey
U.S.A.
4 10nnn7 I I •7n .

Mar 02 07 01:26p Land Management Group Inc 9104520060 p.1
r ,a
INFILTRATION SITE VISIT REQUEST'
Name of the Project:
Location (attach a clear vicinity map): S c �. �� M �'
Street address, SR number, community, etc.
Directions from the nearest major intersection:
Owner/Applicant
c• C`
Consultant Name,-J-- . L . \ \ �� -'(�S
Consultant Contact I nformation: g ) O - - o00 l Q) o - (D
Phone, fax, email, etc. N �`1
#1 #2 #3 #4 #5 #6 #7 .#8
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
DatefTime of Soils Investigation : ✓ /"i `Q 7 �',� et
must be marked and flagged. If these areas are not fl
decline to do the investigation. If the proposed infiltra
pavement and there is no open area nearby, equipmi
,:.layer must.be provided. The soils investigation does i
an appropriate professional. The Soils Scientist will o
the Soils Report, and make a determination as to the
design requirements under NCAC 2H.1000, and asst
nes located- within-the-proposed-basirt/trench --
led, the Soils Scientist reserves the right to
system will be located in an area of existing
capable of breaking through the impervious
take the place of a soils report prepared by
verify the soil conditions that are reported in
lability of the site to meet the infiltration
!s no liability should the system fail.

Mar 02 07 01:26p Land Management Group Inc 9104520060 p.3
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Svz-s�-sue-? r
OPERATING AGREEMENT
OF
H & S HOTEL PROPERTIES, LLC
THIS OPERATING AGREEMENT, dated as of January 17, 2006, is made by and
between Lawrence S. Spell, Daisy H. Spell, William H. Holz and Paxon M. Holz (referred to
collectively as the "members" and sometimes individually as "member").
All pronouns used in this Agreement, whether used in the masculine, feminine, or neuter
gender, shall include all other genders, and singular shall include plural, and vice versa, as
required by the context.
WITNESSETH:
WHEREAS, it is the mutual desire of the parties hereto to operate a limited liability
company under the laws of the State of North Carolina for the purposes described herein;
NOW, THEREFORE, in consideration of the premises and the mutual covenants and
promises herein set forth, the parties hereto agree to operate a limited liability company under the
laws of the State of North Carolina pursuant to the following terms and provisions:
ARTICLE I
Formation, Name and Principal Office
Section 1.1 Formation. The members hereby organize a limited liability company (the
"Company") in accordance with and pursuant to the Limited Liability Company Act of the State
of North Carolina (the "Act"), which Act, as amended from time to time, shall govern the rights
and liabilities of the members except as otherwise c;:pressly stated in this Agreement or the
Articles of Organization of the Company.
Section 1.2 Name. The business of the Company shall be conducted under the name of
"H & S Hotel Properties, LLC", or such other name as the members may from time to time
designate in accordance with applicable laws.
Section 1.3 Principal Office. The principal office and place of business of the Company
shall be maintained at the principal office address provided in the Company's Articles of
Organization or at such other place as may be designated by the Manager, but such office shall be
- 1 -

located in Carteret County. The principal mailing address of the Company shall be as provided
in the Company's Articles of Organization.
Section 1.4 Registered Office and Agent. The registered agent and registered office of
the Company shall be as provided in the Company's Articles of Organization. The members
shall have the right and authority to change the registered agent and office when they deem it
appropriate to do so by filing such instruments of record as may be required by law.
ARTICLE II
Purposes
Section 2.1 Purposes. The purposes of the Company shall be to engage in the
construction, development and operation of a hotel property (the "Hotel"), to engage in any and
all business activities or incidental thereto, and to engage in any activity that may be lawfully
engaged in by a limited liability company.
ARTICLE III
Duration of the Company
Section 3.1 Duration. The Company shall commence on the date of the filing of its
Articles of Organization in the Office of the Secretary of the State of North Carolina and shall
continue until terminated as hereinafter provided. Notwithstanding the foregoing, if after a
period of three years commencing upon the date; the Hotel opens for business, any member
wishes to withdraw from the Company, he or she may give notice to the other members of his or
her intention to withdraw and the Company and/or the remaining members shall have the right to
purchase the interest of the withdrawing member(s) in the Company following the procedure set
forth in Article XI below. if neithar the Company nor any of the other members agree to
purchase the interest of the withdrawing member or members then the Company shall be
terminated, sell its assets and wind up its affairs as provided in this Agreement.
Capital and Contributions
Section 4.1 Capital. The capital of the Company shall be the aggregate amount of the
capital contributions made to it by the members.
Section 4.2 Initial Contributions. Upon execution of this Agreement and the
- 2 -

commencement of the Company, the members shall make initial capital contributions to the
Company, the nature and value of which shall be as set forth on the Exhibit A which is attached
hereto and incorporated herein by reference. All capital contributions other than cash shall be
valued at their fair market values as of the date of contribution.
Section 4.3 Additional Capital. No member shall be obligated to make additional capital
contributions to the Company unless the Company is unable to borrow funds on reasonable terms
necessary for it to operate in its normal manner, as determined in good faith by the Manager. In
such case, upon the unanimous approval of the members to make such capital contributions, the
necessary funds shall be contributed by the members pro rata based on their respective profit-
sharing percentages. If a member fails to make a required capital contribution within thirty (30)
days after notice thereof from the other members, then the Company may pursue collection
thereof by all legal means as an obligation owing to the Company which obligation shall bear
interest at the maximum legal rate of interest from the date of written notice and shall include all
costs of such collection, including reasonable attorney fees.
Section 4.4 No Deficit Capital Account Restoration. In the event the Company is
liquidated within the meaning of Treasury Regulations Section 1.704-1(b)(2)(ii)(g), distributions;
shall be made pursuant to Article X to the members who have positive capital account balances,
in compliance with Treasury Regulations Section 1.704-1(b)(2)(ii)(b)(2). If any member has a
deficit balance in his capital account (after giving effect to all contributions, distributions and
allocations for all years, including the year during which such liquidation occurs), such member
shall have no obligation to make any contribution of capital to the Company with respect.to such
deficit, and such deficit shall not be considered a debt owed to the Company or to any other
person for any purpose whatsoever.
Section 4.5 Loans to the Company. The amount of a loan, if any, made to the Company
by a member shall not be considered a contribution to the capital of the Company nor shall the
making of such loan entitle such member to an increased share of the profits or losses to be made
pursuant to the provisions of this Agreement. All such loans shall bear interest at the rate, and be
subject to the other terms, agreed to by the lending member of the Company and the Manager.
Section 4.6 Admission of Additional Members. The Company shall not issue additional
- 3 -

membership interests without the consent of all members.
ARTICLE V
Accounting
Section 5.1 Books and Records. At all times during the continuation of the Company,
the Manager shall keep or cause to be kept true and full books of account and all other records
necessary for recording the Company's business and affairs. The books of the Company shall be
maintained, on a cash basis (unless federal tax law requires the accrual basis) and in accordance
with Treasury Regulations Sec. 1.704-1(b) et seq., as amended. Such books of account shall be
maintained at all times at the principal office of the Company, and such books of account and
records shall be open to the inspection and examination of any member in person, or by his duly
authorized representative, at all reasonable times.
Section 5.2 Fiscal Year. The fiscal year of the Company shall be the calendar year.
Section 5.3 Annual Statements. Annual statements of the operations of the Company
shall be prepared, including a balance sheet, statement of operations, and such supporting
Statements as the members deem relevant.
Section 5.4 Bank Accounts. All funds of the Company shall be deposited in its name in
such checking or savings accounts as shall be designated from time to time by the Manager.
Withdrawals therefrom shall be made upon such signature or signatures as the Managcr may
designate.
Section 5.5 Income Tax Returns. The Company shall provide the members information
on the Company's taxable income or loss that is relevant to reporting the Company's income as
well as all other filings, forms, or other information iequircd by federal, state, or local taxing and
regulatory authorities. This information shall also show each member's distributive share of each
class of income, gain, loss, or deduction. This information shall be furnished to the members as
soon as possible after the close of the Company's fiscal year.
Section 5.6 Dispute. In the event of a dispute among the members with respect to the
determination of the net cash flow, net profit, net losses, or capital account balances of the
Company, an independent certified public accountant shall be engaged by the Company, at the
Company's expense, whose computation of such items shall be binding upon all the members.
- 4 -

ARTICLE VI
Capital Accounts
Section 6.1 Capital Accounts. An individual capital account shall be established and
maintained for each member from the date the Company was formed. Unless otherwise
specifically provided herein, all references to "capital accounts" shall be references to "book"
capital accounts and not "tax" capital accounts. Book and Tax capital accounts shall be
maintained in accordance with Treasury Regulations Sec. 1.704-1(b), as those regulations may be
amended from time to time. No member shall be entitled to withdraw any part of his capital
account or to receive any distributions except as specifically provided herein. No interest shall
be paid on any capital invested in the Company except as expressly provided herein.
The capital account of each member shall be (i) increased by his initial and authorized
additional capital contributions (at their fair market values as of the date of contribution) and by
his share of the Company's net profit and items of income which are either nontaxable or
otherwise not taken into account for federal income tax purposes and (ii) decreased by his share
of the Company net losses, distributions, and items of expense.or cost which are either
nondeductible or otherwise not taken into account for federal income tax purposes, all unless
otherwise prescribed by Treasury Regulations Sec. 1.704-1(b), as amended.
ARTICLE VII
Profits and Losses
Section 7.1 In General. The nc; rrofit or net loss of the Company shall be credited or
charged to the members at the et:d o ezcit calendar year in the following proportions (the "profit-
sharing percentages"):
Member
Percentage
Lawrence S. Spell
25%
Daisy H. Spell
25%
William H. Holz
25%
Paxon M. Holz
25%
- 5 -

The allocation of such items shall be determined for each calendar year and shall be prorated for
any fractional part of a calendar year. For purposes of this Agreement, "net profit" or "net loss"
shall be determined in accordance with the cash method of accounting (unless federal tax law
requires the accrual method), consistently applied, and as required by the regulations
promulgated under Section 704 of the Internal Revenue Code and shall include without
limitation gain or loss on the sale of any capital assets of the Company.
Section 7.2 Special Allocations. The following special allocations shall be made in the
following order and priority:
(a) Minimum Charge Gain -Back. Except as otherwise provided in Treasury Regulation
Section 1.704-2(f), notwithstanding any other provision of this Article VII, if there is a net
decrease in Company Minimum Gain (defined below) during any fiscal year or other period,
prior to any other allocation pursuant heretc,, each member shall be specially allocated items of
Company income and gain for such year (and, if necessary, subsequent years) in an amount equal
to such member's share of the net decrease in Company Minimum Gain, determined in
accordance with Treasury Regulation Sec. 1.704-2(g). Allocations pursuant to the previous
sentence shall be made in proportion to the respective amounts required to be allocated to each
member pursuant thereto. The items to be so allocated shall be determined in accordance with.
Treasury Regulation Sec. 1.704-2(t)(6) and 1.704-20)(2). "Company Minimum Gain" means
"partnership minimum gain" as defined in Treasury Regulations Section 1.704-2(b)(2) and
determined in accordance with Treasury Regulation Section 1.704-(2)(d). This subsection (a) is
intended to comply with the minimum gain chargeback requirements in Treasury Regulation
Section 1.704-2(r) and shall be interpreted consistently therewith.
(b) Qualified Income Offset. Any member who unexpectedly receives an adjustment,
allocation, or distribution described in Treasury Regulation Sections 1.704-1(b)(2)(ii)(d)(4), (5)
or (6) that causes or increases a negative balance in his capital account (in excess of any amount
that such member is obligated to restore) shall be allocated items of income or gain sufficienuo
elirninate such increase or negative balance caused thereby, as quickly as possible, to the extent
required by such Treasury Regulations.
(c) Gross Income Allocation. In the event any member has a deficit capital account at
- 6 -

the end of any Company fiscal year which is in excess of the sum of (i) the amount such member
is obligated to restore pursuant to any provision of this Agreement and (ii) the amount such
member is deemed to be obligated to restore pursuant to the penultimate sentences of Treasury
Regulation Sec. 1.704-2(g)(1) and 1.704-2(i)(5), each such member shall be specially allocated
items of Company income and gain in the amount of such excess as quickly as possible, provided
that an allocation pursuant to this Section 7.2(c) shall be made only if and to the extent that such
member would have a deficit capital account in excess of such sum after all other allocations
provided for in this Article VII have been made as if the Section 7.2(c) were not in this
Agreement.
(d) Section 704(b) Limitation. Notwithstanding any other provision of this Agreement to
the contrary, no allocation of any item of income or loss shall be made to a member if such
allocation would not have "economic effect" pursuant to Treasury Regulation Sec. 1.704-
1(b)(2)(ii) or otherwise be in accordance with such member's interest in the Company within tha.
meaning, of Treasury.Regulation Sec. 1.704-1(b)(3) and 1.704-2. To the extent an allocation
cannot be made to a member due to the application of this Section 7.2(d), such allocation shall be
m-- c to the other member(s), entitled to receive such allocation here'ander
(e) Curative Allocations. Any allocations of items of income, gain, or loss pursuant to
Sections 7.2(a)-(d) hereof shall be taken into account in computing subsequent allocations . :
pursuant to this Article VII, so that the net amount of any items so allocated and the income,
losses, and other items allocated to each member pursuant to this Article VII shall, to the extent
;possible, be equal to the net amount that would have been made pursuant to Section. 7.2(a)-(d).
(f) Tax Allocations: Code Section 704(c). In accordance with Irtt-Mai Rovenue Code
Section 704(c) and the Treasury Regulations thereunder, income, gain, loss, and deduction with,,
respect to any property contributed to the capital of the Company shall, solely for tax purposes,
be allocated among the members so as to take account of any variation between the adjusted
basis of such property to the Company for federal income tax purposes and its fair market value
at the time of its contribution. Allocations pursuant to this Section 7.2(0 are solely for purposes
of federal, state, and local taxes and shall not affect, or in any way be taken into account, in
computing any member's capital account or share of income, losses, other items, or distributions
- 7 -

pursuant to any provision of this Agreement.
(g) Section 754 Adjustments. To the extent that, under Treasury Regulations
Section 1.704- 1 (b)(2)(iv)(m)(2) or 1.704-1(b)(2)(iv)(m)(4), an adjustment to the adjusted tax
basis of any Company asset pursuant to Internal Revenue Code Section 734(b) or Section 743(b)
is required in determining capital accounts as the result of a distribution to a member in complete
liquidation of such member's Company interest, the amount of such adjustment to capital
accounts shall be treated as an item of gain (if the adjustment increases the basis of the asset) or
loss (if the adjustment decreases such basis) and such gain or loss shall be specially allocated to
the members in accordance with their percentage interests in the event Treasury Regulations
Section 1.704-1(b)(2)(iv)(m)(2) applies, or to the members to whom such distribution was made
in the event Treasury Regulation Section 1.704-1(b)(2)(iv)(m)(4) applies.
ARTICLE VIII
Distributions
Section 8.1 Cash Flow Distributions. The net cash flow of the Company shall be
distributed to the members at such times and in such amounts as determined by the Manager. All
cash flow distributions shall he in proportion. tnth , e n nmhnr'S pr Cf t- ha.^.ng pPrCCnta,.s ,-less
all members otherwise consent.
In the case of the liquidation or termination of the Company, distributions shall be made
in accordance with Section 10.1 hereof.
ARTICLE IX
Powers, Rights and Duties of Monager and Members
Section 9.1 Management. ; xcepi as i:e:eir: e:pressly provided to the contrary, all
decisions affecting the business of the Company shall be made by the Manager, and the Manager
shall have full exclusive and complete power and authority to manage the affairs of the
Company. The Manager shall be the sole agent of the Company with the sole power and
authority to sign for and act on behalf of the Company. The Manager shall manage and control
the affairs of the Company in a prudent and reasonable manner to carry out the business of the
Company set forth herein. The initial Manager�of the Company and the Tax Management
Partner is Lawrence S. Spell. Except as expressly provided in this Agreement or Chapter 57C of
- 8 -

the General Statutes of North Carolina, the members, in their capacity as such, shall not be agents
of the Company and shall not have any power or authority to manage or control the business and
affairs of the Company or to sign for or act on behalf of the Company. ]Notwithstanding the
foregoing, the Manager shall not deviate from or expend Company funds contrary to or in excess
of expenditures authorized in the annual budget approved by all the members.
Section 9.2 Powers. Without limiting the effect of Section 9.1 but subject to Section 9.3,
the Manager shall have the authority to:
(a) negotiate, enter into, and execute leases and contracts, and to incur obligations for and
on behalf of the Company in connection with the business of the Company;
(b) subject to Section 9.3, borrow money for and on behalf of the Company in connection
with the Company's business and to pledge the credit and property of the Company for such
purposes;
(c) execute on behalf of the Company any and all documents or instruments that are
appropriate in carrying out the purposes of the Company, and
(d) cause all things to be done on behalf of the Company appropriate to accomplish the
Company purposes.
Section 9.3 Maier Decisions. The Company shall not take or agree to talce any of the
following actions without the consent of all of the members'
(a) The admission of any person as a member;
(b) The borrowing of any money by the Company;
(c) Selling, transferring or ctherwise disposing of all or substantially all of the Company's
assets; or
(d) Merging the Company into or with another limited liability company.
Section 9.4 Meetings. An annual meeting of the members shall be held at 10:00 a.m. on
the second Friday in February of each year, if not a legal holiday, but if a legal holiday then on
the next day following that is not a legal holiday, for the transaction of such business as properly
maybe brought before the meeting. The Manager shall present a proposed budget to the
members for their approval at each annual meeting. The annual budget for the Company shall be
approved by all the members at each annual meeting. Additional meetings of the members shall
- 9 -

be held on five (5) days' notice or on such shorter notice as may be mutually agreeable to the
members, on the call of any member. Notice of the time and place of each meeting shall be
given to each member in writing by the member or members calling the meeting. Meetings shall
be he ]d at the principal office of the Company unless otherwise agreed by all the members.
Section 9.5 Liability of Members. No member shall be personally liable, responsible, or
accountable in damages or otherwise to the other members or to the Company for any acts
performed by him within the scope of authority conferred upon such member by this Agreement,
except for acts of gross negligence or willful misconduct.
The Company indemnifies and agrees to defend and hold each member wholly harmless
from and against any judgment, fines, amount paid in settlement, expenses (including attorneys'
fees) and other damages incurred by such member in any civil, criminal, or investigative
proceeding in which he is involved or threatened to be involved by reason of his being a member
in the Company, provided that his g.,:)ss negligence or willful wrongdoing was not the cause of,:,;
such expense or damage:
Section 9.6 Expenses. The Company shall reimburse the Manager for all reasonable
cxpenSBS, .f ^ny, :...,....ed :n connection with the or9ni Zat:on of this Cem r',A pan; ---
management and operation of its business. The Manager shall not receive a salary or otherwise
be compensated for his personal services to the Company unless such compensation is approved
by the owners of a majority of the profit-sharing percentages.
Section 9.7 Appointment and Removal of Manager. Members representing a majority
of the Company profit-sharing percentages shall have the power to appoint and remove t`t
Manager, and such men btrs may remove the Manager at any time, with or without se. A.
person may resign as Manager at any time by delivering written notice to all members. If at any
time the Company does not have a Manager, the members shall hold a meeting to appoint a
replacement Manager. Until a replacement Manager is appointed, (i) each member shall be a
manager, but shall not have the individual power or authority to sign or act on behalf of the
Company, and (ii) all decisions normally made by the Manager shall be made by members
representing a majority of the profit-sharing percentages, which majority may authorize any
person to sign for and act on behalf of the Company.
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Section 9.8 Liability of Manager. The Manager shall not be personally liable,
responsible, or accountable in damages or otherwise to the members, the Company or any other
person for any acts performed by him within the scope of authority conferred upon him by this
Agreement. The liability of the Manager for any breach of duty shall be limited or eliminated to
the fullest extent permitted by law.
The Company indemnifies and agrees to defend and hold the Manager wholly harmless
from and against any judgment, fines, amount paid in settlement, expenses (including attorneys'
fees) and other damages incurred by the Manager in any civil, criminal, or investigative
proceeding in which he is involved or threatened to be involved by reason of his being the
Manager of the Company, provided that his willful wrongdoing was not the cause of such
expense or damage.
ARTICLE X
Distribution upon Dissolution
Section 10.1 Distribution of Net Proceeds Upon Dissolution. Upon the sale of
substantially all of the property of the Company, or upon termination of the Company,
distribution of the net proceeds of such sale or the distributable proceeds of liquidation shall be
distributed to the members in the following priority:
(a) First, in repayment of all loans, and all interest accrued thereon, from members to the
Company;
(b) Second, to the members in accordance with their then capital account balances (after
reflecting the gain or loss on any such sale and any net profit or net less and all other capital
account adjustments for such year in the capital accounts in accordance witf F rtidc J1 hereof).
ARTICLE XI
Withdrawal of a Member
Section 11.1 Withdrawal of a Member. Subject to the provisions of Section 11.4, a
member shall not voluntarily withdraw from the Company without the consent of the Manager
(or, if the Manager is the member intending to withdraw, without the consent of the members
representing a majority of the profit-sharing percentages, excluding the profit-sharing percentage
of the Manager). The effect of any permitted voluntary withdrawal shall be as set forth in

Section 11.2, and a withdrawing member shall not be entitled to and shall not receive any special
distribution from the Company in connection with such voluntary withdrawal. Subject to the
provisions of Section 11.4, any attempted withdrawal not made in accordance with this Section
11.1 shall be null and void. Notwithstanding the foregoing, the provisions of this Section 11.1
are subject to the provisions of Section 11.4.
Section 11.2 Events Causing Cessation of Membership. Upon the occurrence of any of
the following events in respect of any member (each a "Cessation Event"), the Company shall
continue and not dissolve, such person shall cease to be a member of the Company as
contemplated by Section 57C-3-02 of the General Statutes of North Carolina, such person shall
no longer be entitled to participate as a member in accordance with the terms of this Agreement,
and, except in the case described in subsection (b) below, such person shall have only the right of
au un-admitted assignee of a membership interest to receive allocations and distributions as
contemplated by Section 12.1(c):
(a) The occurrence of any of the events described in Section 57C-3-02 of the
General Statutes of North Carolina;
(b) The assignment of a member's entire interest in accordance with Article
XII; or
(c) A material breach of this Agreement by a member that is not cured within
30 days after the Manager (or, if the Manager is the member that committed
the breach, members representing a majority of the profit-sharing
percentages, excluding the profit-sharing percentage of the Manager)
delivers written noiice of such breach to the breaching member.
Section 11.3 Purchase Rights.
(a) Purchase Events. Upon the occurrence of any of the following events (each a
"Purchase Event") in respect of a member or any other person holding a Company interest (a
"Defaulting Holder"), the members (excluding the Defaulting Holder) shall have the right to
purchase the entire Company interest held by such person at the time of the Purchase Event, at a
price equal to such person's capital account balance after an interim closing of the books
("Purchase Value"), on the terms set forth in this Section 11.3:
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(i) The occurrence of a Ces%ation Event in respect of such person, but
excluding the assigmment of such person's interest in accordance with Section
12.1, and also excluding death, adjudication of incompetence or bankruptcy
(which are addressed in Section 12.4); or
(ii) The assignment or attempted assignment of any portion of such person's
Company interest in violation of Article XII, including without limitation, any
pledge of a Company interest in violation of Section 12.2 and any purported
assignment of or charge against a Company interest by or pursuant to foreclosure,
bankruptcy, attachment, divorce, equitable distribution, devise or operation of
law.
(b) Notice of Purchase Event. A Defaulting Holder shall promptly give written notice
to the other members and the Manager of the occurrence of any Purchase Event in respect of such
person. If the Manager learns or receives notice of a Purchase Event in respect of any person
holding a Company interest, the Manager shall give written notice to all members of such
occurrence and their right to purchase the Defaulting Holder's Company interest, the Company
ownership interest percentage represented by such interest, and the purchase price thereof (the
"Default Notice").
(c) Exercise of Purchase Right. Each merber's purchase right under this Section
shall be based on such member's percentage Company interest in comparison to the aggregate
member percentages (excluding the percentage of the Defaulting Holder). A member's right to
purchase a Defaulting. Holder's interest may be exercised by delivery of written notice ("Purchase
Notice") to the Manager and the Defaulting Heider no later than 30 days after receipt of the
Default Notice. Upon delivery of a Purchase Notice, the purchasing member(s) shall have the
right and obligation to purchase the portion of the Defaulting Holder's interest elected to be
purchased, and the Defaulting Holder shall be required to sell such interest for the Purchase
Value attributable to the purchased Company interest in accordance with this Section 11.3.
Notwithstanding the foregoing provisions of this Section to the contrary, if Larry Spell or
Daisy Spell is the Defaulting Holder, the other Spell member shall have the first option, for a
period of thirty days, to purchase the Company interest of the Defaulting Holder, and such right
- 13 -

shall take priority over the purchase rights of the Company and the other members as set forth in
this Section, and the time periods described above for the Company and the other members to
purchase her interest shall not commence until the Spell option period has expired. Similarly, if
William Holz or Paxon Holz is the Defaulting Holder, the other Holz member shall have the first
option, for a period of thirty days, to purchase the Company interest of the Defaulting Holder,
and such right shall take priority over the purchase rights of the Company and the other members
as set forth in this Section, and the time periods described above for the Company and the other
members to purchase the Defaulting Holder's interest shall not commence until the Holz option
period has expired.
(d) Closin . The closing of the purchase of any Company interest under this Section
11.3 shall occur within 30 days after the delivery of the Purchase Notice. Subject to section .
1
113(e), on the closing date, the Defaulting Holder shall convey the portions of its Company
interest to be purchased free and clear of all liens, claims and encumbrances and pursuant to such
instruments of conveyance and warranties as the purchasing member(s) shall reasonably request
in exchange for payment of the Purchase Value attributable to the purchased Company interest in
cash. The failure of any party to satisfy the obligation to close the purchase and sale of a
Company interest in accordance with this Section 11.3 shall entitle the other party to specific
performance of such obligation, in addition to all other legal and equitable remedies available.
(e) Liabilities of Defaulting Holder. Notwithstanding any purchase of a Defaulting
Holder's interest pursuant to this Section 11.3, the Defaulting Holder shall remain liable to the,.,.
Company for its capital contribution obligations and shall remain liable for any claims the
Coinpany may have against such person, except to the extent such liabilities are expressly
assumed by the member(s) purchasing the Defaulting Holder's Company interest. The Manager
shall have the right to require the member(s) purchasing the Defaulting Holder's interest to pay
to the Company any amounts otherwise payable to the Defaulting Holder to satisfy any such
liabilities.
(f) Exemption from Right of First Refusal. Any assignment of a Company
interest to the member(s) pursuant to this Section 11.3 shall be exempt from the provisions of
Section 12.1.
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Section 11.4 Withdrawal After Three Years. Notwithstanding any other provision set
forth in this Agreement to the contrary, if after a period of three years commencing upon the date
the Hotel opens for business, any member wishes to withdraw from the Company, he or she may
give notice to the other members of his or her intention to withdraw and the Company and/or the
remaining members shall have the right to purchase the interest of the withdrawing member(s) in
the Company following the procedure set forth in Section 11.3 (b) through (f) except that the
purchase price of such withdrawing member's interest shall be equal to the Appraised Value (as
defined and determined in Section 12.4(b) below) multiplied by the deceased member's
percentage ownership interest in the Company. If neither the Company nor any of the other
members agree to purchase the interest of the withdrawing member or members then the
Company shall be terminated, sell its assets and wind up its affairs as provided in this
Agreement.
ARTICLE XII
Transfer of a Company Interest
Section 12.1 Sale of interest of a Member. A member may not sell or Transfer ail or any,
part of his Company interest except on the following conditions:
(a) The Company interest of the selling member shall first be offered in writing (which;
writing shall include the identity of the proposed purchaser) to the other members to purchase pro
rata based on their profit-sharing percentages or otherwise by agreement of such other members,
at the price and on the terms at which it is proposed to be sold and the other members shall have
a period of thirty (30) days to either reject the offer or accept the offer with respect to the whole
Company interest offered. If any member does not elect to parehase his pro rata portion of the
offered interest, the members electing to purchase shall acquire such portion pro rata based on
their profit-sharing percentages.
(b) If the Company interest offered by the selling member is not purchased by the other
members; then the selling member may sell such interest to a third person or persons during the
three (3) month period following the expiration of the thirty (30) day period referred to in
subsection (a) above, but at a price and on terms no more favorable than the price and terms
offered to the other members. After the expiration of said three (3) month period, no portion of
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the Company interest of the selling member shall be sold without first being reoffered in
accordance with subsection (a) above.
(c) Any assignment to a third party shall be effective to give the assignee only the right to
receive the share of income, losses, and distributions to which the assignor would otherwise be
entitled and shall not be effective to constitute the assignee as a "substitute member". As
assignee who does not become a substitute member shall have no voting rights, no right to
examine Company books and records, and no other rights of any kind whatsoever except as
described in the preceding sentence. Any assignee of the interest of a member shall be admitted
as a substitute member of the Company only after the following conditions are satisfied:
(1) all of the members, other than the assignor, consent in writing to the admission of the
assignee as a substitute member;
(2) the duly executed and acknowledged written instrument of assignment has been filled
with the Company, setting forth the intention of the assignor that the assignee become a
substitute member;
(3) the assignee iiaS CGnOeiiteu i7i w"i'itirig nl a IOnll satisfactory to the lncililiel'S, OinCr mall
the assignor, to be bound by all of the terms of this Agreement in the place and stead of the
assignor;
(4) the assignor and assignee have executed and acknowledged such other instruments as
the members may deem necessary or desirable to effect such admission.
Any assignee of a Company interest who does not become a substitute member and
desires to make a further assignment of suc? Company interest shall be subject to all the
provisions of this Article XE to the szme extent and iii the same manner as any member desiring
to make an assignment of his interest.
(d) Any sale or transfer or purported sale or transfer of the Company interest of the selling
member shall be null and void unless made strictly in accordance with the provisions of this
Article. The transferee of the Company interest of the selling member, whether a substitute
member or not, shall be subject to all the terms, conditions, restrictions, and obligations of this
Article.
(e) Notwithstanding the foregoing provisions of this Section 12.1, Larry S. Spell and
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Daisy H. Spell each shall be permitted to transfer his or her Company interest to the other, and
William H. Holz and Paxon M. Holz each shall be permitted to transfer his or her Company
interest to the other, and any such transfer shall not be subject to the restrictions of this Section
12.1, provided that the transferring member shall give notice thereof to the Company.
Section 12.2 Pledge. A member may pledge his Company interest to secure a debt or
other obligation without invoking the provisions of Section 12.1, but any interest proposed to be
sold pursuant to a pledge shall be subject to all of the terms of this Article.
Section 12.3 Further Restrictions on Transfer. Notwithstanding any provision of this
Agreement to the contrary, no interest in the Company may be transferred unless (i) such interest
is registered under the applicable federal and state securities laws and regulations or the
Company is furnished with an opinion of counsel (at the transferor's expense) satisfactory to the
members that such registration is not required; and (ii) the members determine that such transfer
will not adversely affect the Company.
Section 12.4 Death Adjudication of Incompetence, or Bankruptcy. (a) Upon the
bankruptcy of a member, the Company shall have the option of purchasing such bankrupt
member's entire interest in the Company for an amount equal to such bankrupt member's capital
account balance, based on an interim closing of the books, at the time of his bankruptcy. The
Company shall make such election only with the consent of all members other than the bankrupt
member or his successors. Notice of the exercise of such option must be provided to the
bankrupt member or his successors within sixty (60) days of the other members learning of such
event. The purchase price must be tendered to the bankrupt member or his successors within ; thirty (30) days after i're end of such sixty (60) day period. For purpose of this Section,
"bankruptcy" shall mean the commencement of proceedings by or against a member under any
insolvency, bankruptcy, creditor adjustment, or debtor rehabilitation law, which proceeding is not
dismissed within sixty (60) days from the date of its commencement.
(b) Except as provided in subsection (c) below and except as otherwise provided below
in this subsection (b) (relating to the right of William H. Holz and Paxon M. Holz to transfer,
upon their death, their Company interest to any one or more their children), upon the death or
judicial declaration of incompetence of a member, the Company shall purchase and the estate or
- 17 -

legal representative of the deceased or incompetent member shall sell, the entire ownership
interest of the deceased or incompetent member in the Company, at a price equal to the
Appraised Value (defined below) multiplied by the deceased member's percentage ownership
interest in the Company, without premium or discount. The term "Appraised Value" means the
appraised value of the Company's assets, less the outstanding balance of all Company debts and
liabilities, as hereinafter provided. The Company and the deceased member's estate (or
incompetent member's legal representative, as applicable) shall jointly appoint and share equally
the costs of an appraiser to determine the Appraised Value. The determination of the appraiser shall
be final. If the Company and the estate of the deceased member (or incompetent member's legal
representative, as applicable) cannot agree on the selection of an appraiser, each of them shall select
an appraiser. If the two appraisers agree upon the Appraised Value, their determination shall be
finai. If the two appraisers cannot agree upon the Appraised Value, they shall jointly appoint a third
appraiser, who shall determine the Appraised Value, which determination shall be final. In the
event more than one appraiser is required to determine the Appraised Value, each party shall pay
file fees and of er costs of uft te appraiser appoiliieu vy 4 at paty, an We fees anu otiiet costs of the
third appraiser, if any, shall be shared equally by both parties.
The closing of the purchase of the deceased or incompetent member's interest under this
Section shall occur within ninety (90) days after the death or judicial declaration of incompetence
of the member. On the closing date, the legal representative of the estate of the deceased member
or of the incompetent member shall convey the entire ownership interest of the deceased or
incompetent member in the Company free and clear of all liens, claims and encumbrances and
Pursuant to such instruments of conveyance and warranties as the Company shall reoscnably
request in exchange for payment, in cash, of the purchase price attributable to the purchased
membership interest. The failure of any party to satisfy the obligation to close the purchase and
sale of the deceased or incompetent member's interest in accordance with this Section shall .
entitle the other party to specific performance of such obligation, in addition to all other,legal and
equitable remedies available.
Notwithstanding the foregoing provisions of this subsection (b), William H. Holz and
Paxon M. Holz shall have the right to transfer, upon their death or upon the death of either, their
- 18 -

Company interest to any one or more their children and any such transfer shall not be affected by
the foregoing provisions of this subsection and the Company's right to purchase such Company
interests in such event shall not apply.
(c) Notwithstanding the foregoing provisions of subsection'(b) immediately above, in the
event of the death or judicial declaration of incompetence of Larry S. Spell ("Spell"), William H.
Holz and Paxon M. Holz (collectively "Holz") shall have the right and option (the "Put Option")
to require the Company to purchase the entire Company ownership interest of Holz at a price
equal to the Appraised Value of the Company (as defined and determined above) multiplied by
Holz's percentage ownership interest in the Company. Holz shall exercise the Put Option by
giving written notice thereof to Spell's legal representative within one hundred eighty (180) days
following Spell's death orjudicial incompetence, as applicable. The Company's obligation to
purchase Holz's Company interest alternatively may be exercised by Spell's estate, at its option.
If Holz exercises said put option, the Company (or Spell's estate, if applicable) shall consummate
the purchase of the Company interest owned by Holz within thirty days following the
determination of the Appraised Value. If the Company or Spell's estate fails in its obligation to
purchase the interest of Holz as provide above, the Company shall be dissolved, wound up and
liquidated as provided in Article XIII.
(d) Notwithstanding the foregoing provisions of this Section 12.4 to the contrary, if
Daisy H. Spell dies, becomes bankrupt or is judicially declared incompetent, Larry S. Spell, if
then living, shall have the first option, for a period of sixty days, to purchase her Company
interest, and such right shall take priority over the purchase rights of the Company and the other
members as set forth in this Section 12.4, and the dine periods described above for the Company
and the other members to purchase her interest shall not commence until Larry Spell's option.:.;;.,.
period has expired. Similarly, if William Holz or Paxon Holz dies, becomes bankrupt or is
judicially declared incompetent, the other Holz member, if then living, shall have the first option,
for a period of sixty days, to purchase the Company interest of the withdrawing Holz member,
and such right shall take priority over the purchase rights of the Company and the other members
as set forth in this Section 12.4, and the time periods described above for the Company and the
other members to purchase the withdrawing Holz interest shall not commence until the Holz
- 19 -

option period has expired; provided, further, if William Holz or Paxon Holz dies and transfers
his/her Company interest to his/her children, the option to purchase by the other Holz spouse
shall not apply.
ARTICLE XIII
Dissolution and Termination of the Company
Section 13.1 Right to Dissolve the Company. No individual member shall have the right
to cause a dissolution of the Company.
Section 13.2 Events of Dissolution. The Company shall be dissolved (a) upon the
mutual consent of all members; (b) upon the sale by the Company of all its right, title, and
interest in and to all or substantially all its assets and the receipt by the Company of the purchase
price in full; or (c) as provided in Sections 11.4 and 12.4(c).
Section 13.3 Winding -Up the Company. In the event of a dissolution of the Company, a
reasonable time shall be allowed for the orderly liquidation of the assets of the Company and the
discharge of liabilities to creditors so as to enable the members to minimize the normal losses
attendant upon a liquidation. The members shall continue to share profits or losses during the
liquidation in the same proportion as before dissolution. The proceeds from liquidation of the
Company assets shall be applied as follows: (a) payment to creditors of the Company, other than
members, in the order of priority provided by law, and the establishment of a reserve for any
unforeseen liabilities or obligations; and (b) in accordance with Section 10.1 hereof.
ARTICLE XIV
Miscellaneous
Section 14.1 Notices. All notices or other communications required or permitted to be
given pursuant to this Agreement shall be in writing and shall be mailed by first class mail,
certified or registered, postage prepaid, to the address of the members as set forth herein. Any
member may change his address by giving notice in writing stating his new address to the other
members.
Section 14.2 Amendments. This Agreement may not be modified or amended except
with the written consent of all members.
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Section 14.3 Cumulative Remedies. Each right, power, and remedy provided for herein
or now or hereafter existing at law, in equity, by statute, or otherwise, shall be cumulative and
concurrent and shall be in addition to every other right, power, or remedy provided for herein or
now or hereafter existing at law, in equity, by statute, or otherwise.
Section 14.4 Applicable Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of North Carolina.
Section 14.5 Entire Agreement. This Agreement is the entire agreement among the
parties with respect to the subject matter hereof, and no representations or covenants, whether
oral or written, have been made regarding the subject matter hereof except as provided herein.
Section 14.6 Severability. Every provision of this Agreement is intended to be severable,
and if any term or provision hereof shall be declared illegal, invalid, or in conflict with the North
Carolina Limited Liability Act, or the purposes of this Agreement for any reason whatsoever,
such term or provision shall be ineffectual and void, and the validity of the remainder of this
Agreement shall not be affected thereby.
Section 14.7 Loan Guarantees. Lary S. Spell and Daisy H. Spell agree to personally
guarantee One Hundred Percent (100%) of any and all indebtedness incurred by the Company,
and further agree that William H. Holz and Paxon M. Holz shall not be required to personally
guarantee more than Fifty Percent (50%) of such debt, provided the lender(s) agrees to same.
Section 14.8 Buy -Sell Option. For,purposes of this Section 14.8, the Company interest
of Larry S. Spell and Daisy H. Spell (collectively "Spell") shall be considered as one membership
unit and the Company interest of William H. Holz and Paxon M. Holz (collectively "Holz") shall
be considered as one i, e.abe ip unit. At anytime priof to the date which is three. years
following the opening of the Hotel, unless one of the other buy-out provisions of this Agreement
has been triggered and is in effect (under Articles XI and XII), either Spell or Holz ("Selling
Member") may offer to sell to the other membership unit all of the Selling Member's interest in
the Company at a price and under the terms set forth in the written offer to sell (the "Offered
Price"). Upon receipt of such offer, the membership unit receiving such written offer may elect,
within sixty (60) days after receipt of the offer, in a written notice delivered to the Selling
Member, either to buy the Company interest of the Selling Member for the Offered Price or sell
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their Company interest to the Selling Member for the Offered Price, and any such election shall
constitute a binding contract to sell or buy, as applicable, at the Offered Price. If the membership
unit receiving the offer fails to make an election to either buy the Selling Member's Company
interest or sell their Company interest as described above, the Selling Member shall then have the
right and option to buy the Company interest of the receiving membership unit for the Offered
Price. The closing of the purchase and sale described herein shall occur within thirty (30) days
following the election to either buy or sell as provided herein.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date
first above written.
(SEAL)
arty S. Sp
(SEAL)
Daisy H. Sp
_ i�LfSEAL)
Willi m olz
lq�yz//(SEAL)
Paxor M. Holz
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Exhibit A
to
Operating Agreement
of
H & S Hotel Properties, LLC
Initial Capital Contributions
Value of
Member Initial Capital Contribution
L any S. Spell $350,000 (cash)
Daisy H. Spell $350,000 (cash)
William H. Holz $350,000 (land)
Paxon M. Holz $350,000 (land)
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