SW8941015_Current Permit_20081013

Q�OF W A T 4�RQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
5Unr North Carolina Department of Environment and Natural Resources
1
p Coleen H. Sullins Director
Division of Water Quality
October 13, 2008
Mr. Mack Pearsall, President of PVC, Inc., General Partner
Moores inlet Limited Partnership
One Page Avenue; Suite 115
Asheville, NC 28801
Subject: Stormwater Permit No. SW8 941015 Renewal
Holiday Inn Sunspree Wrightsville Beach
High Density Project
New Hanover County
Dear Mr. Pearsall:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Holiday Inn Sunspree Resort on August 29, 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 21-1.1000. We are forwarding Permit No. SW8 941015 Renewal dated October 13, 2008, for
the construction of the subject project.
This permit shall be effective from the date of issuance until October 13, 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.
The re -issuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit.
The plans previously approved on November 7, 1997 remain in full force and effect.
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 David
Cox, or me at [phone].
Sin rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/dwc: S:1WQS1STORMWATERIPERMIT1941015REN.oct08
cc:
David Cox
Wilmington Regional Office
Central Files
N""orf�` hnCarohna
dvatrrru!!ry
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwgtggualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 941015Renewal
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIV!G!nN 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
Mr. Mack Pearsall & Moore's Inlet Limited Partnership
Holiday Inn Sunspree Resort
1706 Lumina Ave., Wrightsville Beach, New Hanover County
FOR THE
construction, operation and maintenance of an underground exfiltration trenches in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 13, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 112,611 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 941015Renewal
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a.
Drainage Area, peres:
4.11
Onsite, fr:
179,031
Offsite, tt`:
N/A
b.
Total Impervious Surfaces, ft2:
112,611
C.
Design Storm, inches:
1"
d.
Trench Dimensions, L x W x H, ft:
5'H x 15'W x 1363' L
e.
Perforated Pipe Diameter/Length:
12"
f.
Bottom Elevation, FMSL:
3 FMSL
g.
Bypass Weir Elevation, FMSL :
N/A
h.
Permitted Storage Volume, ft :
73,536
i.
Type of Soil:
Sand
j.
Expected Infiltration Rate, in/hr:
2.83 inches per hour
k.
Seasonal High Water Table, FMSL:
1 FMSL
I.
Time to Draw Down, hours:
15 hours
M.
Receiving Stream/River Basin:
Atlantic Ocean
n.
Stream Index Number:
N/A
o.
Classification of Water Body:
"SB"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all 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 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.
6. Upon completion of construction, prior to issuance of a Certificate of Occunancv.
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
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 941015Renewal
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the. minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. 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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 941015Renewal
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.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 13t' day of October, 2008.
NO CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�aj 12,U 0 /144
for U-01een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 941015Renewal
Holidat Inn Sunspree Resort
Stormwater Permit No. SW8 941015
New Hanover CountV
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 941015Renewal
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
New Hanover County Building Inspections
Page 7 of 7

6101
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
-�? 9-02,
�.ia�: 00 neamaW, /
fir,•' it 9442. od
ite of North Carolina
nvironment and Natural Resources
ision of Water Quality
%%� � IGEMENT PERMIT APPLICATION FORM
ay be photocopied for use as an original
I. GENERAL 1NrLjr.,LV*AA . �
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Moore's Inlet Limited Partnership
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Mack Pearsall, President of PVC, Inc., General Partner
3. Mailing Address for person listed in item 2 above:
One Page Avenue; Suite 115
City:Asheville State:NC Zip:28801
Phone: (828 ) 253-5552 Fax: (828 ) 253-5554
Email:mbpfpvcinc.net
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Holiday Inn SunMree Resort - Wrightsville Beach
5. Location of Project (street address):
1706 N. Lumina Avenue
City: Wrightsville Bch County: New Hanover Zip:28480
6. Directions to project (from nearest major intersection):
From intersection of US 17 and US 74, take US 74 east to Wrightsville Beach. Make left at final light on to
Lumina Avenue. Project is at 1706 N. Lumina Avenue.
7. Latitude: 34° 13' 11.81" N Longitude: 77° 47' 11.60" W of project
8. Contact person who can answer questions about the project:
Name: Amos Clark, PE Telephone Number: (919 ) 361-5000
Email: clarkQecoengr.com
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ®Renewal ❑Modification
Form S WU-101 Version 03.27.08 Page 1 of 4
Aca4`^

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 941015 modification and its issue date (if known) November 7,1997
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; inforrination on required state permits cart be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
&Iftt site is a hotel with associated parking and amenity areas. Stormwater runoff from the site is treated usin
an underground pipe infiltration system.
2. Stormwater runoff from this project drains to the Atlantic Ocean River basin.
3. Total Property Area: 4.11 acres 4. Total Wetlands Area: n/a acres
5. 100' Wide Strip of Wetland Area: n/ a acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 4.11 acres 7. Project Built Upon Area: 62.88 _ %
8. How many drainage areas does the project have? 1
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, co m lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Atlantic Ocean
Stream Class & Index No.
SB
Total Drainage Area (sf)
179,081
On -site Drainage Area (sf)
179,081
Off -site Drainage Area (sf)
0
Existing Impervious* Area (sf)
112,611 (permit renewal only)
Proposed Impervious*Area (sf)
0
% Impervious* Area (total)
62.88
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
60,310
On -site Streets (sf)
3,848 (turfstone)
On -site Parking (sf)
45,897 (incl. sidewalk)
On -site Sidewalks (sf)
see above
Other on -site (sf)
2,556 (pool area)
Off -site (sf)
' Total (sf):
112,611
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 03.27.08 page 2 of 4

**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 (B1.IA).
10. How was the off -site impervious area listed above derived? n/a
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://h2o.eru.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded 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
http://h2o.enr.state.nc.us/su/bmj2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form. SW401-Permeable Pavement
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 hiip://h2o.enr.state.nc.us/su/msi-mq s.htm)
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
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMPt�/
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR UC/
• Calculations & detailed narrative description of stormwater treatment/management <� tAgma
• Copy of any applicable soils report d5i;u MWO
• Two copies of plans and specifications (sealed, signed & dated), including: GPIE7 k (ww
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. 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): The John R. McAdams Company, Inc.; Amos Clark, PE
Mailing Address:PO Box 14005
City: Research Triangle Park State:NC Zip:27709
Phone: (919 ) 361-5000 Fax: (919 ) 361-2269
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Mack Pearsall, Pres. of PVC Inc., General Partner ,
certify that ibe 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 2H .1000.
Signature
Form SWU-101 Version 03.27.08 Page 4 of 4
Date: V '/_ de

Permit Number: S�d
(to be provided by DWQ)
Drainage Area Number:
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient B1VM elements noted in the inspection win be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SW401-Infiltration Trench O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
3 surface for more than 24
hours after a storm.
from the infiltration system and
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
i Grass or other plants are
Remove the plants, preferably by
growing or, the surface of the
hand. If pesticide is used, wipe it on
f trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
berm
Erosion or other signs of
damage have occurred at the
The emergency overflow berm will
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Trench O&M-Rev.3 Page 2 of 3

Permit Number: SU)0197^-/0 /.5--h'100�
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Holiday Inn Sunspree Resort - Wrightsville Beach
BMP drainage area number:n/a (one BMP serves the entire site)
Print name: Mr. Mack Pearsall
Title:President, PVC Inc., General Partner
Address: One Page Avenue, Suite 115
Phone: [phone]
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, El yRpI3,F_zYS , a Notary Public for the State of
n,g,-n4 6YRou1B , County of eginnn M,3F_ , do hereby certify that
/I acj" PgAFZSP&A_' personally appeared before me this 1-1>+
day of ,Zp6g , and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal, g"t .� F_ 0
S.
- # * F
mG PUBLIC '
BE G�,
SEAL
My commission expires
Form SW401-Infiltration Trench O&M-Rev.3 Page 3 of 3

State Stormwater Management, Systems"
Permit No. SW8 941015 Modification
Holiday Inn Sunspree Wrightsville Beach
Stormwater Permit No. SW8 941015 Modification
New Hanover County
Engineer's Certification
I, Gregory J. Hetzler. P.E. , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe eriodicall eekly/full time) the construction of the project,
Holiday Inn Sunspree Resort (Project)
Co.
for P.V.C. Inc, dba Pearsall Oper.(Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications. _
Noted deviations from approved plans and specification:
Signature
Registration
Date
:e
SEAL

Holiday Inn Wrightsville Beach
New Hanover County
Stormwater Project No. SW8 941015
Engineer's Certification
I,M 0 R. oNE,• P �: , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe j-;Znodicall weekly/full time) the construction of
the project,
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for p v c TN C . [Project Owner] hereby state that, to the best of my
abilities, due cfire 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. Recorded deed restrictions are attached to provide further evidence that the project has
been built within substantial intent of the approved stormwater plans and spectifications.
Signs
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