SW8141106_HISTORICAL FILE_20141125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20\' \\ 25
YYYYMMDD

NA
A�
M CDEN R
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
November 25, 2014
Mr. Yehezkel Elia, Manager
Hazy's Plaza, LLC
779 Commerce Street
Myrtle Beach, I'SC 29577
Subject: State Stormwater Management Permit No. SW8 141106
Hazy's Plaza
High Density Commercial Sand Filter Project
Brunswick County
Dear Mr. Elia:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Hazy's Plaza on November 25, 2014. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-
211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 141106, dated November 25,
2014, for the construction, operation and maintenance of the BMP's and built -upon area associated
with the subject project.
This permit shall be effective from the date of issuance until November 25, 2022, 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 by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. 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, at [phone].
Sin erely,
Trac3� i��ctorw �
Division of Energy, Mineral and Land Resources
GDS/can: \\\Stormwater\Permits & Projects\2014\141106 HD\2014 11 permit 141106
cc: Arnie Drucker, Carolina Site Design, Inc.
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 141106
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Hazy's Plaza, LLC
Hazy's Plaza
Holden Beach Road, Holden Beach, Brunswick County
FOR THE
construction, operation and maintenance of one (1) sand filter in compliance with
Session Law 2008-211 and the provisions of 15A NCAC 2H .1000 (hereafter collectively
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 Energy, Mineral and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until November 25, 2022 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 of this permit.
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. The application form, supplement forms, approved plans and specifications for
this project are incorporated by reference and are enforceable parts of the
permit.
5. 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.
The project shall maintain a 50' wide vegetated buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of banks of each side of rivers and streams and the mean high
water line of tidal waters.
Page 2of8

State Stormwater Management Systems
Permit No. SW8 141106
7. All runoff being directed into wetlands shall flow into and through those wetlands
at a non -erosive velocity of 2 fps or less.
8. The following design elements have been approved for this sand filter stormwater
facility, and must be provided in the system at all times.
BMP 1
a.
Draina a Area, acres:
1.03
Onsite, ft :
45,058
Offsite, ft':
0
b.
Total Im ervious Surfaces, ft :
45,058
Onsite, ft :
45,058
Future, ft':
0
Offsite, ft':
0
c.
Design Storm, inches:
1.5
d.
Pre -development 1-yr, 24-hr discharge rate,
cfs:
1.30
e.
Sediment Chamber Depth, ft:
8.5
f.
Sediment Chamber Bottom Elev, fmsl:
20.9
g.
Sediment Chamber Surface Area, ft :
1,250
h.
Weir Elevation, fmsl:
22.9
i.
Sand Chamber Bottom Elev, fmsl:
20.9
j.
Sand Media Depth, ft:
1.5
k.
Total Sand Chamber Depth, ft:
8.5
I.
Sand Chamber Surface Area, ft':
1,250
m.
Maximum Head on Filter, ft:
6.5
n.
Top of Ponding Elevation, fmsl:
29.4
o.
Permitted Storage Volume, ft':
16,250
p.
Orifice Diameter, inch:
4.0
q.
Orifice Flowrate, cfs:
0.11
r.
Pump:
Horsepower / volts:
Pump Off, fmsl:
Pump On, fmsl:
High Water Alarm, fmsl:
Goulds SW0311 B
1/3 HP / 115 Volt
22.4
23.9
28.0
r.
Time to Draw Down 1.5 storm, hr:
11.0
s.
Seasonal High Water Table, fmsl:
25.5
t.
Receiving Stream/River Basin:
AIWW / Lumber
u.
Stream Index Number:
15-25
v.
Classification of Water Body:
SA, HOW (> '% mi)
II. SCHEDULE OF COMPLIANCE
No person or other legal entity shall alter the approved stormwater management
system, or fill in, alter, or pipe any drainage feature, including swales, shown on
the approved plans as part of the stormwater management system, unless and
until the permittee submits a modification to the permit and receives approval
from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire project does not exceed the allowable built -upon area.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 141106
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.
5. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. 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.
6. 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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
9. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of filter media, bypass structures, orifice,
catch basins and piping.
g. Access to all components of the system must be available at all times.
10. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 141106
12. Prior to transfer of the permit, the stormwater facilities will be inspected by
DEMLR personnel. The facility must be in compliance with all permit conditions.
Any items not in compliance must be repaired or replaced to design condition
prior to the transfer. Records of maintenance activities performed to date will be
required.
13. The facilities must be constructed in accordance with the conditions of this
permit, the application, approved plans and specifications, and other supporting
data.
14. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Neither the sale of the project area in whole or in part, nor the conveyance of
common area to a third party, constitutes an approved permit transfer.
3. Any individual or entity found to be in noncompliance with the terms and
conditions of a stormwater management permit or the stormwater rules is subject
to enforcement action by the Division, in accordance with NCGS143 Article 21.
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) which have 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 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.
7. Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
Page 5of8

State Stormwater Management Systems
Permit No. SW8 141106
8. The permittee shall submit a permit renewal application and processing fee at
least 180 days prior to the expiration date of this permit.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
Permit issued this the 25th day of November, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
* i racy uows, r.t., uirecror
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 141106
Hazy's Plaza
Stormwater Permit No. SW8 141106
Brunswick County
Designer's Certification
Page 1 of 2
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 141106
Certification Requirements:
Page 2 of 2
.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 sand filter elevations are per the approved plan.
6. The sand filter is located per the approved plans.
7. A trash rack is provided on the outlet/bypass structure.
8. For open sand filters, all slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Regional Office
Brunswick County Building Inspections
Page 8 of 8

DEMLR USE ONLY
Date Received
Fee Paid
Permil br
Applicable Rules:
❑ Coastal SW - 095 ❑ Coastal SW
- 2008 ❑ Ph 11- Post Construction
(select all that apply)
❑ Non -Coastal SW- HQW/ORW Waters
❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forth may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
Holden Beach Road, 800' south of intersection with Sabbath Home Road
City:Holden Beach County: Brunswick
3. Directions to project (from nearest major intersection):
West side of Holden Beach Road, approximately 800' south of intersection with Sabbath Home Road
4. Latitude:33° 55' 33" N Longitude:78° 16' 19" W of the main entrance to the project.
Il. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
t Reneeuals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, N/A and the previous name of the project, if different than currently
proposed,
4, a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 1.4 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: N/A
5. is the project located within 5 miles of a public airport? ®No []Yes �����
If yes, see S.L. 2012-200, Part VI: htt ortal.ncdenr.or w b lr rules -and -re ula
Nov 17 201,
Form SWU-101 Version Oct. 31, 2013 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization: Hazy's Plaza, LLC
Signing Official & Title: Yehezkel Elia. Manager
b. Contact information for person listed in item la above:
Street Address: 779 Commerce Street
City: Myrtle Beach State: SC Zip: 29577
Mailing Address (if applicable): Same as Above
Phone: ( 843 ) 445-9203 Fax:
Email: [e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: N/A
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
Phone:
State: Zip:
State:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/
Signing Official & Titl[
b.Contact information for person listed in iieln 3a above: 11 NOV 17 2014
Mailing Add
City:
N31C. I
State:
Fax: )
4. Local jurisdiction for building permits: Brunswick County
Point of Contact. Phone #: ( 910 ) 253-2050
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Proposed stormwater runoff from the proposed parking areas and building will be directed into a closed
underground sand filter for treatment before being released to a grassed filter between the sand filter outfall
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 1.71 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area': 1.71 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from [lie NHW (or M, 4 line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 60 %
9. How many drainage areas does the project have?6 (For high density, count 1 for each proposed engineered
stornaoater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area l
Draina e Area 2
Draina e Area _
Draina e Area _
Receiving Stream Name
AIWW
AIWW
Stream Class *
SA HQW
SA HQW
> u/ 1-o10 5A
Stream Index Number *
15-25
15-25
Total Drainage Area (so
45,058
29,224
On -site Drainage Area (so
45,058
29,224
Off -site Drainage Area (sf)
1 0
0
Proposed Impervious Area** (so
45,058
0
% Impervious Area** total
100
0
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
12,534
0
On -site Streets (so
0
0
On -site Parking (so
29,650
0
m--
On -site Sidewalks (so
2,874
0
u Iw u'�
Other on -site (so
0
0
Future (so
0
0
Off -site (so
0
0
N
Existing BUA*** (so
0
0
Total (so:
45,058
0
* Stream Class and Index Number can be deternined at: lnttp.&ortal.nucdenr.or vebfwglps/csn/classifications
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do riot report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Office stafflo check ifthe project is located ivithin a Threatened Rr
Endangered Species watershed that may be subject to more .stringent stormwater requirements as per 15A NC I C 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/`ws/`su/bmp-manual
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdennorg/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at hftp://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. to
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants til A
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M i
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor Od7
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2 LIP
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). GA
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale. ,,te�aa ppV y
g. Revision number and dates. EsLw � Y ON
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal", NOV 17
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. BY:-----
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version Oct. 31, 2013 Page 4 of

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 8MPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3497 Page No: 0657
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e)
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h tto: / /www.secretarv.state.nc.us/Coroorations/CSearch.asDx
V II. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from htto://oortal.ncdenr.org/web/Ir/state-stormwater-
forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Amie S. Drucker, PE
Consulting Firm: Carolina Site Design, Inc.
Mailing Address: PO Box 538
City: North Myrtle Beach State: SC Zip: 29597
Phone: ( 843 ) 280-5870 Fax: { 843 ) 280-5870
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or hjpe name of person listed in Contact I)ifornmtion, item 2a) N/A , certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item la) to develop the project as currently. ro QQ� d-,�R — or_
the lease agreement or pending property sales contract has been provided with the submittal,- inT1lcates thu66e
party responsible for the operation and maintenance of the stormwater system. i� NOV 17 2014
Form SW U-101 Version Oct. 31, 2013 Page 5 of 6 v.

*As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. 1 understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date: i 0 --19 - 1 Y
1, Ca u �'e U a Notary Public for the State of 5 County of
9 do hereby certify that r� personally appeared
before me this 3 i day of DC 4y� 61- ao I y, nd acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires ��tMKitt
1, (print or hjpe name of person listed in Contact Information, item la) Yekezkel Elia
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 the
applicable stormmwaatter rules under 115A N�CAC 2HH .1000 and any other applicable state stormwater requirements.
Signature:�/ — t Date: IO' I' /V
1, %F tt� J a Notary Public for the State of S G County of
brr I do hereby certify that Hq ���i 6 personally appeared
before me this 31 day of OGYvbty� _2,D), and acknowledge the due executio f the a plication for
w
a stormwater permit. Witness my hand and official seal,
I�
Form SWU-101 Version Oct. 31, 2013
v Y
SEAL
My commission expires
CEI
NOV 17V
4
Page 6 of 6 BY

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
694
11.25 15:56
a 918432805870
9
11.25 15:56
11.25 16:00
9
OK
i-
TIME :11-25-2014 16:00
FAX NO.1
NAME
`SUCCESSFUL TX NOTICE'
Pat MCCYory. Gmernnr
8[ate of NoRb Carotin
Depurlmon< o1'Snvtrovmnnt an0 N (oral Rmossreu
Wtlmtn 6[nv li�plons� OMcn
- FAX CUVY.R 9HSET JOM1n 6SKtmr(a llJ. Secretory
a _2004
12') CarL lnnl p��ve IIxlenel04 W llnangf�m. NC 2MOS � (9l0)'196-T2�3 � M 6qud Oppertontq ARIrmYn ve Aetlon HmDbYe<

State df Nosth Carolina
(Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET
Date: //%l— Z 5 -% iG
To: //
Co: �GriO�int� SiTC
Fax: 07 Flo - S c4 -7O
/
Re: � Z s i'Ga zxy � G✓c
John E Skvarla III, Secretary
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
�-/10 '55�
-r —/ 14a. i`r! ,-'ef—.
127 Cardinal Drive Extension, Wilmington, NC 28405 o [phone] o An Equal opportunity Affirmative Action Employer

CAROLINA Engineering —Planning
SITE DESIGN. Inc.
P. O. Box 538
North Myrtle Beach, SC 29597
843-280-5870
843-280-5870 Fax
CSD(@.sc.rr.com
Send To Christine Nelson
Date November 25, 2014
Company Name
NCDENR Water Quality
Address
Re:
Hazy's Plaza
City
WE ARE SENDING YOU ® Attached
❑ Under separate cover via hand delivery the following:
®Plans ❑ Diskette ❑ Copy of Letter
❑Report ❑ Proposal ❑
Date
Copies
Description
11-24-14
2
Civil Design Drawings (Sheets C-1 — C-4)
l
Page 3 of Pump Station Calculations
THESE ARE BEING TRANSMITTED AS INDICATED BELOW:
❑ As Requested ❑ For Your Comments ❑ Returned After Loan to Us
® For Approval ❑ Approved As -Is ❑ For your signature,
❑ For Your Use ❑ Returned with Corrections ❑ For Bids Due _
Comments: Christine,
Per your November 24, 2014 review comments, the enclosed plans & calcs have been revised
to reflect a bottom of sand filter chamber elevation of 20.90. This reflects the storage depth
above the sand layer of 6.5'
Please call if you have any questions or require additional information.
Sincerely: _ � r�j--�
V E. D
NOV '2'5 2014

r/
Nelson, Christine
From: Carolina Site Design, Inc. <[e-mail]>
Sent: Monday, November 24, 2014 4:54 PM
To: Nelson, Christine
Subject: RE: Hazy's Plaza
Attachments: HAZYS PLAZA PRELIM C-3-REV.pdf, NCDENR Sand Filter Supplement-1.5 IN RUNOFF-
rev.pdf, NCDENR Sand Filter Supplement-rev2.pdf
Christine,
Sorry about 2c. When the supplement asked for the bottom of the sand/elevation of the drain I thought it was asking
for the invert elevation of the underdrain. Attached please find the corrected Sand Filter Supplements.
You are correct. The bottom elevation of the sand filter chamber should be 20.9. 1 will revise the detail and bring
revised plans to your office.
Sorry for all the confusion!!
Arnie
CAROLINA
SITE DESIGN, Inc.
P.O. Box 538
North Myrtle Beach, SC 29597
843-280-5870 011icc & Fax
E-mail: csd(a—)so,rr.com
By using the embedded electronic file(s) contained herewith, the recipient assumes all risks associated with their use and,
to the fullest extent permitted by law, to hold harmless and indemnify Carolina Site Design, Inc. and its associates from
and against all claims, liabilities, losses, and expenses including attorney fees, arising out of or resulting thereti'an.
From: Nelson, Christine rmaiIto: christine.nelsonCo)ncdenr.govj
Sent: Monday, November 24, 2014 3:46 PM
To: Carolina Site Design, Inc. (csd(a)sc.rr.com)
Subject: Hazy's Plaza
Arnie,
In regards to item 2c, the way I read this section is that the depth of sand is strictly that, the depth of the sand itself to
the top of the under drain structure. Please revise the supplement and necessary documents to accurately reflect the
actual depth of sand (18").
Also, how are you getting a maximum head / sediment chamber depth of 6.5 ft? It looks like it should be 7 ft (29.4 ft —
22.4 ft = 7 ft).
Hopefully these are just minor changes that don't affect the plans. If so, you can just e-mail the few updated pages to
me and I can print them off.
Thanks,
Christine

>i
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct:910-796-7345 / Main: 910-796-7215 / Fax:[phone]
http://po rta I. ncden r.org/web/I r/sto rmwater
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

Permit Number ! Y40 I'/10
(fobeprovidedbyDWQ)
�Qp Warpq `
NCDENR P
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be fitted out on line, printed and submitted with all of the required information.
Make sure to also till out and submit the Required Items Checklist (Section lll) and the l&M Agreement (Section 10
Project name
Contact name
Phone number
Date
Drainage area number
Drainage area (Ad)
Impervious area
% Impervious (I�
Design rainfall depth (Re)
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume
Design volume (WOV)
Adjusted water quality volume (WOV�I)
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand filter (hM„R .)
Average head on the sedimentation basin and sand filter (h,)
Runoff Coefficient (Rv)
Type of Sand Filter
Open sand filter?
SH WT elevation
Bottom of the sand filter elevation
Clearance (ds�)
Closed/pre-cast sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dsi,,,)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
structure Ids.)
!Amie Drucker; PE
`843-280-5870
j10/312014; Revised 11-22-14 & 11-24-14
45,05&.00 ft' OK
' ' . 45,058.00!ttZ
100.0% %
7.35 in
3.91
in
I .6.31
in/hr
I 1.30
`ft3/sec
6.20
:dt3/sec
4.90
fll/car
C 21;710.00,tt°
16,282.50 ft3
16,250.00 fts
i. 31'. lft amsl
I 22.4 ft amsl
j 6.50!It
3.25Ift
0.95 (unitless)
(---.N.7 YorN
( ift amsl
( ft amsl
I
I. .: 'Y YorN
25.50 If amsl
20.401fl amsl
.t . -5:101
k T50ft
t
Q k6c' �(Vv\ .
Insufficient. The adjusted water quality volume can not
be contained. Increase area of filter and/or sed. Basin.
Insuffdent depth.
OK
ECEIVE
NOV 2 5 2014
BY:
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and 11. Project Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWD)
Sedimentation Basin
Surface area of sedimentation basin (As)
1,250.00 ft'
OK, Meets minimum, but may need to be increased to
Sedimentation basin/chamber depth
6.50 ft
Sand Filter
Surface area of sand filter (Air)r
_ _
1,250.00 ftZ
OK. Meets minimum, but may need to be increased to
Top of sand media filler bed elevation
-'22.90
ft amsl
Bottom of sand media filter bed/drain elevation ;.
21.40 ft amsl
Depth of the sand media filter bed (or)
1.50 ft
Coefficient of permeability for the sand filler (k)
-
3.50 (ft/day)
Outlet diameter
4.00 in
Outlet discharge/nowrate
I Ill
Time to drain the sand filter (t)
-
40.00 hours
OK. Submit drainage calculations.
Time to drain the sand filter (t)
1.67 days
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Y
Y or N
OK
Is an off-line flow -splitting device used?
- N
Y or N
Insufficient flow splifter.
If draining to SA waters: Does volume in excess of the design volume flow
Y
Y or N
OK
evenly distributed through a vegetated filter? i
What is the length of the vegetated filter?
20.00 ft
Does the design use a level spreader to evenly distribute flow?
Y
;.. _ _ Y or N
OK
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
N/A
Y or N
Enter Data
If not a closed bottom, is BMP located at least 100ft from water supply wells? I
' N/A
Y or N
Enter Data
Are the vegetated side slopes equal to or less than 3:1 i
N/A
Y or N
Insufficient vegetated side slopes.
Is the BMP located in a recorded drainage easement with a recorded access ?
IN
Y or N
Insufficient ROW location.
easement to a public Right of Way (ROW)?
What Is the width of the sedimentation chamber(forebay (Ws,d)? ).
- 6.25'ft
OK
What is the depth of sand over the outlet pipe (dpipe)?
1.50ft
OK
x
NOV 2 5 2014
sa
tr:
Form SW401-Sand Filter-Rev.5 2009Sept17
Parts I and 11. Project Design Summary, Page 2 of 2

1ECEIVED
CAROLINA
SITE DESIGN, INC.
ENGINEERING O PLANNING
November 23, 2014
Ms. Christine Nelson
NCDENR - Division of Energy, Mineral & Land Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
HAND DELIVERED
Re: Hazy's Plaza
3271 Holden Beach Road
Holden Beach, Brunswick County, North Carolina
Dear Christine:
NOV.2 4 2014
E(.V=--0VE
NOV 2 4 2014
BY:
Enclosed please find the following information submitted for your review and approval:
1) One (1) original Sand Filter Supplement for 10 yr storm, revised 11-22-14.
2) One (1) original Sand Filter Supplement for 1.5" storm.
3) One (1) 1.5" WQ Design Storm Calculations
4) Two (2) sets of design drawings, Sheets C-1---C-4, dated I 1-22-14.
In response to your November 20, 2014 review comments we offer the following:
Enclosed please find runoff volume calculations for the 1.5" water quality storm. Please also find
a Sand Filter Supplement for the 1.5" design storm.
2. The noted inconsistencies have been remedied 1
a. The overflow weir elevation has been revised to 29.4 on Sheet C-1
b. The Sand Filter Supplement has been revised to include 22.4 as the weir elevation
between the chambers.
C. The sand filter media will be 18". There is 6" of M43 stone around the under -drain
beneath the sand. The total depth from the top of the sand to the bottom of the filter/drain
elevation is 2'.
3. A representation of the proposed pump has been added to the sand filter detail to show the pump
& 2" pump discharge. Pump station details have been added as Sheet C-4.
4. The side slopes of the proposed grassed swale associated with the level spreader have been
defined as 3:1 max. on the Level Spreader Detail.
5. Although not required we feel discharging to a grassed swale & level spreader will be the best
outfall configuration for the sand filter. The sheet flow will more closely resemble predeveloped
conditions than a concentrated flow.
843-280-5870 Post Office Box 538 843-280-5870
Office North Myrtle Beach, SC 29597 Facsimile

November 23, 2014
Ms. Christine Nelson
Page 2
Please do not hesitate to call if you have any questions or require additional information to issue the storm
water management permit for this project. Thank you very much for your assistance.
Sincerely,
Carolina Site Design, Inc.
Amie S. Drucke , P.E.
AM P 4 1014
BY__

ANGX-145
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 20, 2014
Mr. Yehezkel Elia, Manager
Hazy's Plaza, LLC
779 Commerce Street
Myrtle Beach, SC 29577
Subject: Request for Additional_ Information
Stormwater Project No. SW8 141106
Hazy's Plaza
Brunswick County
Dear Mr. Elia:
John E. Skvarla, III
Secretary
n e--OAC\
The Wilmington Regional Office received an Express Stormwater Management Permit Application for
Hazy's Plaze on November 17, 2014. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
✓1. It is understood that the sand filter is designed to address the requirements of both the State
Stormwater program as well as Brunswick County, however, the calculations and supplements
should also include the results from the 1.5" design storm as required by the State Stormwater
program. Presenting the 10-year storm event creates confusion. For instance, the adjusted
water quality volume from the 10-year storm event is greater than the provided volume in the
sand filter but the provided volume should be sufficient for the 1.5" design storm.
2. Several inconsistencies were noted in the application documents regarding the design of the
sand filter. For instance:
,/a. The overflow weir elevation is listed as being 29.5 ft on sheet C-1 of the plans but
appears to be listed as 29.4 on sheet C-3
✓b. The supplement indicates that the elevation of the top of the sand media will be 22.4 ft;
however the weir elevation between the chambers is listed in the supplement is set at
23.83 ft, more than a foot above the top of the sand media. The sand filter detail
appears to indicate the elevations will be approximately the same.
]c. The supplement indicates that sand media depth will be 2 feet; however the sand filter
detail indicates it will only be 18 inches. Additionally, if the sand media depth is only 18
inches, the bottom of the sand media / drain elevation should be 20.9 ft instead of 20.4
ft.
Please clarify and confirm the design of the sand filter. Also, it would be very helpful to identify
the elevations for the various features on the sand filter detail.
3. The sand filter detail indicates that a 2" PVC pipe will be provided at the bottom of the sand filter
to direct the treated stormwater to the level spreader. However, Section C of the narrative
indicates that a pump will be utilized to discharge the treated water from the sand filter to a level
spreader. Please confirm the method used to discharge the sand filter and if a pump is to be
provided to discharge the sand filter, please provide the pump station details in the plans.
✓4 Please specify the side slopes to be provided on the proposed grass swale. Please note that
the stormwater rules require vegetated areas to be no steeper than 3:1.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

November 20, 2014
Stormwater Application No. SW8 141106
J
5. Section IV.1 of the application indicates that the discharge from the sand filter will be
released to a grassed filter strip. Please note that per Major Design Element 6 on page
11-2 of the INC BMP manual, a vegetated filter strip is not required for overflows, bypass
flows, or discharges from a sand filter for projects that are outside the '/z mile radius to
SA waters. However, please note that all runoff that is directed to flow through any
401/404 wetlands shall flow into and through the wetlands at a non -erosive velocity,
which is based on the peak flow from the 10 year storm.
6. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
7. Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to November 25, 2014, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
clv 9T
Christine Nelson
Environmental Engineer
GDS/can: \\\StormWater\Permits & Projects\2014\141106 HD\2014 11 addinfo 141106
cc: Amie Drucker, Carolina Site Design
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Thursday, November 20, 2014 4:16 PM
To: Carolina Site Design, Inc. ([e-mail]); 'myrt![e-mail]
Cc: Weaver, Cameron
Subject: Hazy's Plaza - request for additional info
Attachments: 2014 11 addinfo 141106.pdf
Annie,
The pdf of the request for additional information for the stormwater submittal on Hazy's Plaza is attached for your
consideration. There are just a few minor items that need to be clarified.
Also, I will be on vacation after Thanksgiving (returning on December 151h), which is why I gave a short turnaround
time. If you need more time, certainly please ask. I just wanted to give us both the opportunity to wrap this up before
Thanksgiving.
Let me know if you have any questions or concerns!
Christine
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-7215 / Fax: [phone]
http://portal.ncdenr.org/web/Irlstormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Caw
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

CAROLINA
SITE DESIGN, INC.
ENGINEERING d PLANNING
November 16, 2014
Ms. Christine Nelson
NCDENR - Division of Energy, Mineral & Land Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
HAND DELIVERED
Re: Hazy's Plaza
3271 Holden Beach Road
Holden Beach, Brunswick County, North Carolina
Dear Christine:
F%ECEPVEFJ
NOV 17 20%
Enclosed please find the following information submitted for your review and approval:
1) One (1) original and one (1) copy of the Stormwater Management Permit Application Form.
2) One (1) original Sand Filter Supplement.
3) One (1) original Sand Filter Operation and Maintenance Agreement.
4) Check 12885 in the amount of $4,000 payable to NCDENR for theExpress permit application
processing fee
5) One (1) copy of Storm Water Management and Sediment/Erosion Control Narrative with
Calculations, dated 10-31-14.
6) Two (2) sets of design drawings, Sheets C-1—C-3, dated 11-14-14.
7) Two (2) copies of 24"06" Postdeveloped Schematic.
8) One (1) copy of the current deed as recorded in Deed Book 3497, Page 657 at the Brunswick
County Register of Deeds
9) One (1) copy of North Carolina Department of the Secretary of State information sheet for Hazy's
Plaza.
Please do not hesitate to call if you have any questions or require additional information to issue the storm
water management permit for this project. Thank you very much for your assistance. r ��p-yy
Sincerely, d,'! V) .S V Yid D-,
Carolina Site Design, Inc.
NOV 17 ZU14
tArnie �S.—Drucker, P.E.
843-280-5870 Post Office Box 538 843-280-5870
Office North Myrtle Beach -SC 29597 Facsimile

Figure 1: Open Sand Filter
Sedimentation Scold Filler
l'Lauther L7l'nuJrer
(or Foreb w)
............".... ............
Figure 2: Closed Sand Filter
Weir
Flow
Concrete Chamber
/n S/r` S
�H -oil
4Fl
Sedimentation Chamber
(Deposition of Heavy sediments,
Cover Grates
;IPipe ; (IF
i (IsHWT
dspa hMaPilter
.................................
dPip e d
F
d SHWT
low....................
Sand Filter Chamber
(Filtration of solids)
Wsed��a VY f
NOV 17 2014
BY:-

Hazy's Plaza
Storm Water Management
and
Sediment / Erosion Control
Narrative with Calculations
Prepared By:
Carolina Site Design, Inc.
P.O. Box 538
North Myrtle Beach, S.C. 29597
[phone]
October 31, 2014
NOV11'::GEUVE
17 2014

PRE -DEVELOPMENT SITE CONDMONS
A. Location —
The project is located at 3271 Holden Beach Road, approximately 800' south of the
intersection of Sabbath Home Road, Holden Beach, Brunswick County, North
Carolina (See attached USGS quadrangle on page 2). The Brunswick County parcel
identification number is 232GC016. The current property owner is Hazy's Plaza,
LLC.
B. Existing Site Condition —
The total project comprises an area of 1.71 acres. The site is currently undeveloped.
The portion of the site along Holden Beach Road is cleared and the rear portion is
wooded.
C. Hydrology and Topography —
The predominate soils of the site are Leon fine sand (hydrologic soil group (HSG D),
with a small portion of the site along Holden Beach Road being Kureb fine sand
(HSG A), as classified by the Soil Conservation Service (See page 4 of this report for
SCS soil mapping for this site). From the topography of the site, it can be noticed
that the site slopes from Holden Beach Road to the rear of the property.
The runoff sheet flows to an existing ditch at the rear of the property. This ditch
ultimately discharges to the Atlantic Intracoastal Waterway. The distance from the
site to the AIWW is approximate 2,660 ft, shown on the Brunswick Co. GIS
website. The AIWW is classified a sue. SA HQW.
D. Calculations - �1533 m:
Per the topographic information the entire site drains toward the ditch at the rear of
the site, therefore, one drainage area was considered for the predevelopment
condition of the site. The hydrograph boundaries have been delineated and the
drainage area is denoted on the "Predevelopment Drainage Schematic".
The predevelopment drainage area was analyzed for the one year, 24 hour storm
event and the runoff created by a 1 %2" rainfall to determine which storm would
create a greater volume of water. This volume will be the volume utilized for design
of the best management practices.

Soil Map —Brunswick County, North Carolina
Map Unit Legend
Hazy's Plaza
Brunswick County, North Carolina (NC019)
Map Unit Symbol
Map Unit Name Acres in AOI
Percent of AOI
san1 to 8 percent ;
es
pme
0.4 I
Lo
Leo s mod,
e0.5%
Totals for Area of Interest
1.9 100.0%
USDA Natural Resources Web Soil Survey 11 P212014
Conservation Service National Cooperative Soil Survey Page 3 of 3

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us
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♦YrN�Yr Y�
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SITE COMPOSITION
TAX MAP
CAIRRENT ZOMNO
FNO1S
LOT MEA
1.71 AC.
TOTAL RETAIL WILDING
IZ,x9O V
PMRINO REQUIRED (1—f00)
SD SPACES
PAR,NO PROMOED
81 SPACES
PROPOSED DISNROM MEA: 1.♦D AC
O tl b b
PREDEVELOPED
SCHEMATIC
r-r
CAROUNA
SITE DESIGN, INC.

I. POST -DEVELOPMENT SITE CONDITIONS
A. Proposed Improvements -
Approximately 1.43 acres will be disturbed during construction of the proposed
improvements. The proposed improvements include construction of a 12,534 sf retail
building, 29,650 sf of concrete pavement, and 2,874 sf of concrete walks. The
proposed postdeveloped impervious coverage will be 60%.
The project is to be developed under the high density option of the NCDENR
Stormwater Management regulations. The proposed storm water management
system consists of catch basins and culverts to direct the proposed runoff to an
underground sand filter. The sand filter will discharge to a level spreader which will
discharge to the existing ditch. This pattern is consistent with the predeveloped
drainage pattern of the site All runoff from the proposed improvements will be
collected and treated by the proposed stonnwater management system. No off -site
runoff drains onto the site or will be treated by the proposed stormwater management
system.
Sediment and erosion control measures to be utilized on this project will include a
gravel construction entrance, sediment fence along the property lines and the project
limit of disturbance, temporary and permanent stabilization of all disturbed areas.
Per the "Postdevelopment Drainage Schematic" the postdeveloped site has been
subdivided into two (2) major runoff areas; one that drain to the proposed sand filter
one for the undisturbed portion of the site. The drainage area draining to the sand
filter was designed to treat the proposed runoff from a 10 yr, 24 hour design storm.
Designing the sand filter testore and treat the volume of the 10 year storm will meet
both the NCDENR water quality requirements and Brunswick County's water
quantity requirements to reduce peak postdevelopment runoff to peak
predevelopment rates for the 10 year storm.
B. Outfalls and Receiving Waterbodies -
The property denoted as drainage area I including the proposed building, parking
areas and sidewalk drains to the proposed underground sand filter and the property
denoted as drainage area 2 represents the undeveloped portion of the site. The sand
filter and undisturbed portion of the site drain to the existing ditch at the rear of the
property which ultimately drains to the Atlantic Intracoastal Waterway. The AIW W
is classified as SA;HQW.

C. Quantitative Calculations -
From the site visit performed by the state soil scientist, Edward Stephens, on October
29, 2014 the depth to the SHWT was 0-6" deep. The existing grade elevation in the
areas of the soil borings at the rear of the property where the sand filter will be
located is 26.0. The site will be filled approximately 5'. The sand filter was
designed to store the difference in runoff between the pre- and postdeveloped 10 yr,
24 hour storm. A pump will be utilized to pump the treated water from the sand filter
to a level spreader that will discharge to the existing ditch at the rear of the property.
A bypass weir has been designed to allow storms greater than the design storm to
pass safely through the sand filter, across a rip rap apron to the existing ditch.
D. Qualitative Calculations -
The proposed BMP's have been designed to meet NCDENR's water quality
requirements for 85% TSS Iremoval. Each BMP was designed to capture and release
the difference in runoff between pre- and post -development conditions for the ten
year, 24 hour storm over 2 ,5 days.

Precipitation Frequency Data Server http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat--33.9258&...
NAtlas 14, Volume th Version
Locationon name: Supply, North Carolina,, US' f
Latitude:33.9256°, Longitude:-78.2719° i F
Elevation: 30 W
'sowce: Google 11lops
POINT PRECIPITATION FREQUENCY. ESTIMATES
G A Barren, D. War, B. Lin, T Pamybok, htYal1a, and D. Riley
WAN National Weather Service. Sim Spit. MaDtand
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency; estimates with 90% confidence intervals (in inches/hour)1
Average
recurrence m
Duration --
�� 1 __-'�2-_I�
-
-----
-
10
25
50 100 J
FTOO���
200
Soo
1000
__
6.31
7.50
8.66
9 70
10.9
11.9 12.9
13.8 j
15.1
16.1
(5.87_fi; 82)J
(6,95-8.11)
(8.02_9_37)
(6_94-W.5)
(100-11.8)
(10.9_72.8) (tt7_13.9)
(13.5-06_3)
J
-Sifllll J
5.04
5.99
6.94
7.76
8.71
9.47 10 2 j
.(12.5-14.9)
log
11.9
12.7
10-fllinil (4.69-5.44)
(642-7.51)
(7158_37) I
(7.99-9.38) 1
(866-702) 1 (92611.0) 1
(9.8-11.8)_I
(10612.9) !
(11.2-13
4.20
_(5.56-6.48)
5.02
5.66
6.54
7.36
8.00 8 61
9.21
9.99
10.6 j
15-min (3 91-4.54)
(4 66 52
(5 4&6.33)
(fi 03-7.Ofi)
(6 75 7 92)
(7 31 8 61) (7.82418)
(8.31 9 93)
(8 92 10 8) '
(9 40 11 5)
30-min 2.88
-���;
3.47
4A6
4 74 !.
5 45
6.02
50-6.49
6.59
5 99 7 10
7.17
6 47 7.73)
7 95
10 8 59)
8 60
9 32)
5 00 5 87
(5
(7
(762 ,
5 503
60-m-in
(1677994)I
(2 2-12.35)(247288)�
11
(230833)_�,.
(3333397)J�.
(3
(4 2489)�._(b�l._(9�i
(b�l
07
1.31 I
1.65
i 94
2 35
2 70
3.07
3.47
4.05
4.56
2-hf IF-, (0 992-1.17)
(1.21-1.43
1 (1.51-1.80) 1
(1 78 212)
1 (214 2.56) 11
(245-2.94) 1
(3 10 3_78)J
(3.59 4A2) I:,
(4 00 4 99)
j 0.767
0.933
1.18
140
1.72
2.00
2.30
2.63 j
3.12
3.56
3-hr J (0_704=0.844)
(0.855-103)
(1,08-1.30)
(1 28 1.54) :
(1 55 1.89) j
(1 79 2.19)
(2.05-252)
(233-2.88)
(273-3.42)
(3.08-3.91) !
0.479
0.583
0.738
0.680'
1 OB 'I!
1.26
1.46
1.67
2 00
2.29
'� 6-hr
(0 439-0.529)',
(0.533-0.646)
(0.673-0.816)
(0 799-0.977)
(0 975-1.19) I
(1.13-1.39) !
(1.29 1.60)
(7.47-1.84)
(1 73 2 20)
o 96_2.53)
0 280
0.340
0.434
0 520
0.643
_
0.755
0.877 j
1.01
7.22
1.41
12-hr
(0 254 0.312)
(0 308 0.380)
(0 392 0.484)
(0 467 0.580)
(01. 573 0 715)
(0 87 0.837).
(0 768 0 972)
(0 879 1 12)
(1 04 1 36) j
(1 19 1 56)
0.163
0198
0 2m
0.308
0.383
0 451
o 527
0.614
0.748
0.867
24-hr (0 149 0.180)!
(0 1Bt 0 219)
(0 233 0.28)
(0278 0.338)
(0 345 0 422)
(0 402 0.497)
(0 465 0 582),
(0.534 0 680)I
(0 637 0 832)
(0.725 0 970)_
oo944126)
(00870.104)
(0 1 5-02-day
(0.134 06 61
0 158-0� 92
(0 195- 238)
(0.225 0 279
0 259 0 325
0 296 0 377
(0 3 040 458
0.396 05 30
0.066
(0 81-0.072)
0.080
(0 074-0 08)'
0.102
(0 094-0.112)
0.121
(0110-0.132)
0149
(0 735 0 163),
0.173
(0 155-0.190)
0200.
(0.177-0.220JII(0
0 229
202 0 254)
0 275
(0 237 0 38)'
0 315
(0_267 0 355)�
-may
0.052
0.063
D.O80
0 094
0 115
0.133
0.153
0.175
0 208
0 237
4-day i (0 048-0.057)
i
(0 058-0.069)
(0 073-0.087)
(0 066-0.102)'
(0 105 O.125).
(0 120 0 145)I
(0 137 0.167)
(0 154 0 192i
(g 181 0 230)�
(0.23 0 268)I
_
0 034
0 om
0.051
o.060
0 073
0.083
0.095
0107
1 0125 '',
0141
7l)ay (0 032-0.037)
(0 038 0_044)
(0 048-0.056)
(0 0560.065)
(0 87 0_079)
(0 076-080).
(0 086-0103)
(0 096-0 117)l,
(0 110 0 137)
(0.122 0 155)'
I(0025- 029)I029)II
10-0ay II �_�_
(0 30 0 034)
(0 370.043)
(0 043-0.049)
(0 51-0 059)
(0 057-0 87)'
(0 064�-0 076)
(0 0 1-0 O66),
(0 81002100)
(0090 0 12)
--
00 18
20-day 1 (0.017 0�
0.021
(0 020-0.023)
0.026
(0.024-0.028)I
0.030
(0 028 0.032)
--
0 035
(0 033 0.038)
--
0.040
(0 037 0.042).
-�!
0 044
(0 O41 0 047)
0 049
(0 045 0 053
0 056
(0 050 0 81)',
0 062
(0.055 0 067)'
0 015
30�ay�
0.018
0.021
0.024
0 028
0.031
0.034
0.037
i)
0 042
0 045
0 049).
j (0.014-0.016)
45-day IF 0.012
(0.017-0.019)�
0.014
(0 020 0.022)
0.017
(0.022 0.025)
0.019
(0 028 0.029)'
0 022
(0.029-0.033)
0 024
(0 031 0 0:3
0.027 j
(0 034 0 040),
0 029
(0 038 0 045)
0.032
(0_041
0 035
0 038).
(0.072-0.013)'
0.011
! 60-day j (0:011_0.012)
(0 014 0.015),
0.013
(0 012-0.014);
(0 016 0.078)
0.015
(0.015-0.016)
(0 018-0.020)'
0.017
(0.016-0.018)
(0 021 0.023).
0.019
(0 018-0.020),
(0 023.0.026)
0.021
(0.020-0.022),
(0 025 0 028)i,
0.o23
(0 021-0024):
(0 027 0 031)'
0.025
(0 023-0_026)'
(0 030 0 035)
0.027
(0 35 0.029)',
(0.032
0.029
(O.D27 0.031)
1 Precipitation frequency (PF) estimates in this table am based on frequency analysis of partial duration series (PDS).
Numbers in parem-msis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for
a given duration and average hecunence interval) vAl be greater than Me upper bound (or less than the lower bound) M 5%. Estimates at upper bounds are not
I checked against probable marimum precipitation (PMP) estimates and may be higher then currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical
1 of 4 10/3/2014 10:46 AM

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CAROLINA
SITE DESIGN, INC.
ENGINEERING O PLANNING
4-
-- --------
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Hazy's Plaza
Emergency Overflow Weir
Weir Calculator
Given Input Data
Weir Type .......................
Rectangular
Equation ........................
Suppressed
Solving for .....................
Flowrate
Depth of Flow ...................
1.0000 ft
Coefficient .....................
0.6500
Height ..........................
1.0000 ft
Computed Results:
Flowrate ........................
12.1663 cfs
Full Flow .......................
12.1663 cfs
Velocity ........................
3.4761 fps
Width ...........................
3.5000 ft
Area ............................
3.5000 ft2
Perimeter .......................
5.5000 ft
Wet Perimeter ...................
5.5000 ft
Wet Area ........................
3.5000 ft2
Percent Full ....................
100.0000 %
tmp#1.bd
Page 1

SA
-----------

Def In It ion
bnststs.of an erosion resistant. section between a conduit outlet and a
_ Purpose
it-JOe-outlet of a conduit in which the exit velocity from the conduit Is
istent with a stable condition In the downstream channel.
Cond It Ions Where Practice Applies
�1.1 conduit outlets.
Design Criteria
rotection shall be determined by comparing the allowable velocity for'.
fult Is discharging to the velocity In the -conduit. TheallowableWe:That given In Table 4.14-1. The velocity in the conduit shall be
usage of the conduit design storm or the 25-year frequency,- storm, -
:the velocity In the conduit exceeds the allowa
will be used. ble`-velocity for the
Jn--
TABLE 4.14-1
ALLOWABLE VELOCITIES FOR VARIOUS SOILS
loam
loam (also .high lime clay)
clay loam
loam
fine gravel, graded loam to gravel
is
(non -weathered)
1.75
2.5
3.0
3.5
4.0
5.0
5.5
6.0
.--ryorizonTal:Riprap Apron
z2s� ron`Dimensions.
1. The length:.of the: -apron, La, shall be determined.:from the formula: _
M.
t
La, 1 a Q + 7 1) TW < Do t
}
Do
La, - 3 TW > I p
v _Do A_-7 o
.sphere Do Is -the-maximum inside culvert width In feet, Q is the pipe discharge In cfs for the
4;egndu it'"design storm=or-the 25-year storm, whichever Is greater, _
Where there-•fs no wel-..l-deflned channel Immediately downstream of apron, the width, W, of the Is, -end- of the apron she I be. as follows,
Pzl
to i7 water. a levatlon greater than or equal to the elevation of the
cantar'of ihe.plpe, W'=;.3 Do + 0.4 La.
y For to tl wrater elevation less than the elevation of the center of the

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SF----�.I.3...>_cE+
t />_flSrcF__1-
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x-I_�
c-C
Co NC- I , I _ SA^ f>

-------------
-------------------------------
- - --- — - - --- -- - -- ------ ---- -- -- 1 c
f4 , 2Sf3 cF
II S\ 7.4Ygal &05 \ _

Stormwater Pump Station Calculations
Hazy's Plaza
Holden Beach, North Carolina
Prepared by:
Arnie S. Drucker, P.E.
Carolina Site Design, Inc.
P.O. Box 538
North Myrtle Beach, SC
[phone]
November 1.2014
Design Flows for Pump Station -
Flow to drain Sand Filter in 40 hours = 0.11 efs = 49 gpm
2. Various Elements for System Head Curve
A. Pipe and fittings in the wet well assembly
Unit Quanti
Equivalent Length
Total
2" SCH80 PVC I I
11'
11'
900 Bends 3
8.5'
25.5'
Check Valve 1
19.0'
19.0'
Plug Valve 1
1.5'
1.5'
Union 3
0.5'
1.5'
Total Equivalent Length
58.5'
B. 2" PVC Force Main (beyond wet well assembly)
Unit Quantity Equivalent Length Total
2" P.V.C. 12 12' 12'
Total Equivalent Length 70.5'

Hazy's Plaza
Pump Station Calculations
Page 2
C. Static Head
The static head due to the elevation differences between the pump station and the
discharge point:
Elevation at ground level = 30.00
Elevation at pumps off = 22_40
= 7.60'
D. Total Dynamic Head at various flows for plotting system head curve on pump performance curve
(See Attachment).
Flow m
Static Head ft
Friction Head ft
TDH ft
0
7.6
0
7.6
10
7.6
0.17
7.8
20
7.6
0.61
8.2
30
7.6
1.27
8.9
40
7.6
2.19
9.8
50
7.6
3.28
10.9
60
7.6
4.60
12.2
70
7.6
6.09
13.7
- From the pump performance curve, select the Goulds WS_B, Model 3886
System operating point is 60 gpm at 12.2' head.

Hazy's Plaza
Pump Station Calculations
Page 3
3. Wet Well Pump Sensor Levels
Pump Chamber 4'x3'
Volume per foot = 12 cf x 7.48 gal/cf = 90 gal.
Influent In =29.00
Alarm =28.00
Lag Pump On = 24.90
Lead Pump On = 23.90
Pump Off = 22.40
Use 18" of pump submergence to bottom of wet well at 20.90
4. Cycle Times
Average Day T = Vol/Q.. + Vol/QP Q.
T = 135 gal/49 gpm + 135 gal/(60 gpm-49 gpm)
T = 2.8 min. + 12.3 min. = 15 min.
5. Velocity in Force Main Segments
Area 2" Pipe = 0.0218 sf
60 gpm = 0.13 cf/s
Q = Av
0.13 cf/s = 0.0218 sf (v)
v = 6 ft/s
ECEI E
NOV 2 5 2014
BY:

Product Name: Sewage (GVVT)
xylem
Let's Solve Water
70
25
............. ....
•
20
E
Uj
40
10
30
--------- -
D
2 4-3
W 100
CL
- - - - - - - - - - -
•
0
.20 40 Ie-3 ISO
US gpm
Sizing Criteria
Model: 388b
BER 53 . .8
Speed:1750
NPSHr: --- ft
Diameter: 4.69"
.. .. ..
Power: 0.363 Hp
Nameplate Power: 0.33HP
- . - 1 .
I-
fea: .6
NO LPower: 0.457 Hp -..
Disch. Size: 2
---
--
Pressure Limit: - -- psi
Head: 12.7ft
- -
Max flow of curve: 104 USGPM
Efficiency: : 63.7

WS.B Series
Model 3886
SUBMERSIBLE SEWAGE PUMP
TECHNICAL BROCHURE
B3886
GOULDSV WATER G{
a xylem brand

Wastewater
FEATURES
Impeller: Cast iron, semi -open, dynamically balanced,
non -clog with pump out vanes for mechanical seal
protection. Optional Silicon bronze impeller available.
Casing: Cast iron volute type for maximum efficiency.
Designed for easy installation on A10-20 guide rail or
base elbow rail systems.
Mechanical Seal: SILICON CARBIDE VS. SILICON
CARBIDE sealing faces for superior abrasive
resistance, stainless steel metal parts, BUNA-N
elastomers.
Shaft: Corrosion -resistant stainless steel. Threaded
design. Locknut on all models to guard against
component damage on accidental reverse rotation.
APPLICATIONS
Specifically designed for the following uses:
• Homes
• Sewage systems
• Dewatering/Effluent
• Watertransfer
SPECIFICATIONS
Pump
• Solids handling capabilities: 2" maximum
• Discharge size: 2" NPT
• Capacities: up to 185 GPM
• Total heads: up to 38 feet TDH
• Temperature: 104°F (40-C) continuous, 140OF (60°C)
intermittent
MOTORS
• Fully submerged in high grade turbine oil for lu-
brication and efficient heat transfer. All ratings are
within the working limits of the motor.
• Class B insulation
Single phase (60 Hz):
• All single phase models feature capacitor start
motors for maximum starting torque.
• Built-in overload with automatic reset.
• SJTOW or STOW severe duty oil and water resis-
tant power cords.
•'h - 1 HP models have NEMAthree prong ground-
ing plugs.
Fasteners: 300 series stainless steel.
Capable of running dry without damage to
components.
Designed for continuous operation when fully
submerged.
EXTENDED WARRANTY AVAILABLE FOR
RESIDENTIAL APPLICATIONS.
AGENCY LISTINGS
cTested to UL 778 and CSA 22.2 108 Standards
• By Canadian Standards Association
us file #LR38549
Three phase (60 Hz):
• Class 10 overload protection must be provided in
separately ordered starter unit.
• STOW power cords all have bare lead cord ends.
• Bearings: Upper and lower heavy duty ball bearing
construction.
• Designed for Continuous Operation: Pump ratings
are within the motor manufacturer's recommended
working limits, can be operated continuously with-
out damage when fully submerged.
• Power Cable: Severe duty rated, oil and water resis-
tant. Epoxy seal on motor end provides secondary
moisture barrier in case of outerjacket damage and
to prevent oil wicking. Standard cord is 20'. Optional
lengths are available.
• Motor Cover O-ring: Assures positive sealing against
contaminants and oil leakage.
PAGE 2

Wastewater
MODELS
Order
Number
HP
phase
Voles
RPM
Impeller
Dia.(In.)
Max.
Amps
LRA
KVA
Code
Full Load
Motor Eff.
Resistance
wt,
(Lbs.)
Start
Line -Line
WS0311B
0.33
1
115
1750
4.69
10.7
30.0
M
54
11.9
1.7
63
WS0318B
208
6.8
19.5
K
51
9.1
4.2
WS0312B
230
4.9
14.1
L
53
14.5
8.0
WS0511 B
0.5
115
5.00
14.5
31.1
J
55
9.3
1.4
65
W50518B
208
8.0
19.5
K
51
9.1
4.2
WS0512B
230
7.3
16.5
J
54
11.7
5.6
WS0538B
3
200
3.8
12.3
K
75
NA
6.7
WS0532B
230
3.3
9.7
K
75
NA
9.9
WS0534B
460
1.7
4.9
K
75
NA
39.4
WS0537B
575
1.4
4.3
K
68
NA
47.8
WS0718B
0.75
1
208
5.38
11.0
39.0
K
65
2.6
1.4
85
WS0712B
230
9.4
24.8
J
57
4.8
2.3
WS0738B
3
200
4.1
21.2
H
74
NA
4.3
WS0732B
230
3.6
17.3
J
76
NA
5.6
WS0734B
460
1.8
8.9
J
76
NA
22.4
WS0737B
575
1.5
7.3
J
71
NA
29.2
WS1018B
1
5 75
14.0
39.0
K
65
2.6
1.4WS1012B
123
305
H
60
43
18
WS1038B
1208T
60
212
H
74
NA
4.3WS1032B
5.8
17.3
J
76
NA
5.3WS10346
2.9
8.9
J
76
NA
22.4
WS1037B
2.4
7.3
J
71
NA
29.2
METERS
15
FEET
50
40
10
I I I I I I I I I I
0 5 10 15 20 25 30 35 40 m3/h 45
PAGE 3

PERFORMANCE RATINGS (gallons per minute)
Order No.
WS03B
W505B
WS078
WS10B
HP ►
!6
Ya
3s%
1
RPM ►
1750
1750
175o
1750
10 ►
80
122
145
183
15
36
90
116
152
50
86
123
o a
25
-
-
48
95
LL
30
58
35 l
1
20
DIMENSIONS
(All dimensions are in inches. Do not use for construction purposes.)
xylem
Let's Solve Water
COMPONENTS (for reference only)
Item No.
Description
1
Impeller
2
Casing
3
Mechanical Seal
4
Motor Shaft
5
Motor
6
Ball Bearings
7 1
Power Cable
8 1
Casing O-RincL
NOTE: For specific parts breakdown,
see repair parts.
Xylem, Inc.
2881 East Bayard Street Ext., Suite A
Seneca Falls, NY 13148
Phone: [phone]
Fax: [phone]
www.xyleminc.com/brands/gouldswatertechnology
Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license.
® 2012 Xylem Inc. 33886 R1 April 2012

Corporations Division
http://www.secretaty.state.ne.us/Search/profcorp/9087800
Click Here To:
North Carolina
Elaine F- Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Hazy's Plaza, LLC
Limited Liability Company Information
Sosld:
1094291
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
4/24/2009
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Hewett, Mack L.
Corporate Addresses
Mailing:
1288 NC Highway 210
Sneads Ferry, NC 28460-9141
Principal Office:
1288 NC Highway 210
Sneads Ferry, NC 28460-9141
Reg Office:
632 Village Rd SW Ste 1
Shallotte, NC 2B470-3434
Reg Mailing:
632 Village Rd SW Ste 1
Shallotte, NC 28470-3434
Company Officials
Manager: Yehezkel Elia
3771 Willbrook Drive
Myrtle Beach SC 29577
N Yi 1C sl.,.. r� GI WY
NOV 17 2014
Account
Login
Register
1 of 1 10/30/2014 4:57 PM

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Bra Ma ?��'
PROP
Brr lck county, RC Register of Deeds papa 1 of 3
This car.11m that there are no delinquent ad
valorem taxes, fees, assessments or other
Hens which the Brunswick County Tex
CBBemor is charged wkh lectl that are a
Ilan on: Parcel Number �3��.0 nm
as notated by the Brunswick County
Assessor$ OIBoe. This le not a ceNficallon
that the parcel number matches the
Data (Aasq Tax Cal. / DN. a SW_
Brenda M. Clarions Register of 0sede
02-00-2014 10:43:27.001 Brunswick County, RC
NC,REVENUE STRAP: $730.06 (p381142)
R I� Total
Ck$ Cash $
RBfund: Cash S_FlrtanCil
❑Pm9MB0ldocumeniaremetiuedaelomnftR -
orodpvst
nooamemamaremaslenrenov«la�rw
I2sWRrentp;acar,ncktr svadux0 or copied.
PREPARED BY: FLETCHER, TOLL & RAY, L.L.P.
131 RACINE DRIVE, SUITE 201
WILMINGTON, NC 28403
The preparer drafted the deed but no title search was requested and no title search has been
performed. The preparer expresses no opinion on title to the property or the accuracy or
completeness of the legal description.
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
WARRANTY DEED
TAX PARCEL ID NO.: 232GCO16
EXCISE TAX: $730.00
THIS DEED, made this 3 day of February, 2014, by and between NE WBRI.DGE BANK,
successor by merger to Security Savings Bank, Grantor, whose mailing address is 1501 Highwoods
Boulevard, Suite 400, Greensboro, North Carolina and HAZY'S PLAZA, LLC, Grantee, whose
mailing address is P.O. Box 6838, Ocean Isle Beach, North Carolina. The property conveyed herein
does not include the primary residence of Grantor.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
WITNESSETH:
That the Grantor for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in Brunswick County, State of
North Carolina, and more particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN
BY REFERENCE.
tG c E o r1N
NOV 17 20%
BY:

IIIIIII.L.klIll t,, NC R.IIIIII a 91 ?ems=3gip
grurmulek Cgnly, NC Reglater of Deees peps 1 of 3
The property hereinabove described was acquired by Grantor by instrument recorded in Book
621, Page 375 of the Brunswick County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend title against the lawful claims of all persons
whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove described
is subject to the following exceptions:
2014 ad valorem property taxes.
2. Applicable restrictions and easements of record.
3. All local, county, state and federal laws and regulations relative to the
zoning, occupancy, subdivision, usage, construction and development
of the described property.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and
year first above written.
NEWBRIDGE BANK
By: 47n (SEAL)
Its: Chief Fi ancial Officer
STATE OF NORTH CAROLINA
COUNTY OF GUILFORD
1�a.(x�ed of .d.k. J a Notary Public of the aforesaid County and State, do hereby
certify that Ramsey K. Hamadi , the Chief Financial Officer of NewBridge Bank, successor by
merger to Security Savings Bank, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument in the duly authorized capacity set forth herein.
Witness my hand and official stamp or seal, this the JJday of February, 2014.
My Commission expires: aler.w� 3, 201g §kFIF
�o
L
T A
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14
�ick C�t�Regist83491 W.5 3PW
EXHIBIT A
TRACT ONE:
BEING all of those certain lots or parcels of land designated as Lot No. One (1), Two (2), Three (3),
Four (4), Five (5), and Six (6) on a map or plat of a subdivision of property prepared for Emory
Jasper Hewett and wife, Annie Fulford Hewett, by Guy R. Davis, Registered Land Surveyor, dated
January 17,1953; said lots have metes, bounds and location as shown on said map or plat; and being
the same property conveyed by A. Earl Milliken and wife, Clara R. Milliken to Charles W. Barbour
and wife, Carolyn M. Barbour by deed dated May 31,1965 and recorded in Book 184 at Page 270 in
the Brunswick County Registry; reference is also made to that certain deed from Charles W. Barbour
and wife, Carolyn M. Barbour to Jim Gee Corporation, dated March 11, 1972 and recorded in Book
268 at Page 479, Brunswick County Registry. For further back reference see Deed Book 490 at Page
723 of the Brunswick County Registry.
TRACT TWO:
BEING that certain .69 acre parcel of property delineated as Tract B on that survey titled "Replat of
Lots 1-6, Emory Jasper Hewett & Annie Fulford Hewett", according to a survey by Walter W.
Alden, Jr., Registered Land Surveyor under date of January 23, 1984 and duly recorded in Map
Cabinet 0 at Page 194 of the Brunswick County Registry. Said Tract B lying West of Lots 1-6 in the
Emory Jasper Hewett Subdivision
For back reference see Deed Book 168 at Page 271 of the Brunswick County Registry.
Tract One & Tract 2 being the same lands as described in survey prepared by Bobby M. Long,
Registered Land Surveyor # dated the _ day of September 1985 and duly recorded in
Map Cabinet _ at Page _ in the Office of the Brunswick County Registry, North Carolina, to
which reference is hereby made for a more full and complete description.

NCDER
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 10, 2014
Amie Drucker
Carolina Site Design, Inc.
P.O. Box 538
North Myrtle Beach, SC 29597
Stream Determination
Project: Hazy's Plaza, Holden Beach Road, Supply, NC — PIN: 202613048750
John E. Skvarla, III
Secretary
County: Brunswick
Feature(s): Feature labeled as "Feature A" as shown on the attached map. The feature is not a stream within or near to the
property boundary as observed during the site visit. However, "Feature A" may become a stream further to the southwest
(500 feet or more downstream) of the property.
Date of Determination: November 6" & 7", 2014
Feature
Location
Notes/Basis for Call (Stream Form Rating, Bind.
Indicators etc..
A
As labeled on the attached map
Field visits, geomorphology, USGS maps, NRCS Soil
Survey, Aerial photos, LIDAR data
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute
a determination made by the DWR may request a determination by the Director. An appeal request must be made within
sixty (60) days of the date of this letter or from the date the affected parry (including downstream and/or adjacent owners) is
notified of this letter. A request for a determination by the Director shall be referred to the Director in'ATiting c/o Karen
Higgins, DWR 401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. This determination is
final and binding unless as detailed above, you ask for a hearing or appeal within sixty (60) days. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
Sincerely,
Chad Coburn
Senior Environmental Specialist
Wilmington Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
cc: Karen Higgins — 401 and Buffer Permitting Unit
Christine Nelson — DEMLR W iRO
WiRO
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.zov
An Equal Opportunity \ Affirmative Action Employer - Made in part by recycled paper

coMPOSITION
/ >
tie
-•p^
_4 '\
TAX MAP /
232CC016
w
IZ
CURRENT ZONING
C-LO
---•�
`
�•✓v
LOT AREA
L71 q C.
\
m
'
:
I, `
✓ \
',\•
n,'✓��✓`vp •^'
TOTAL RETAIL BUILDING
12.180 V
_ —1'"—
✓
\
PARIRNC REWIRED (I-200)
63 SPACES
PARKING PRONDEO
63 SPACES
4
m
Fi�ire'
PROPOSED DISTURBED AREA:
1.43 AC
p y
_ J
•ate
.._...�:,..d. �
..,.,..
C; c.. � --
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.•f �,
01,
e
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=s — ACIVIL
SITE
PLAN
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"F.
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y
a i • ,-.....--
CA
0L..�, a
�\���P�
SITEITE DESIGN, INC.

A North Carolina Department of Environment and
�! *A Natural Resources
NCDENR Request for Express Permit Review
For OENR Use ONLY
Reviever.
Submit', _�-I_ 5
Time,
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(alncdenrgov .
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(alncderingov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235.2107 or patrick.grogan0ricdenr igoy
• Washington Region -Lyn Hardison 252-948-3842 or Iyn.hardison anncdenr igov
• Wilmington Region -Cameron Weaver 910-796.7303 or cameron.weaver(a)ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: HAZY'S PLAZA County: BRUNSWICK
Applicant: YEHEZKEL ELIA, Company: HAZY'S PLAZA, LLC
Address: PO BOX 6838 City: OCEAN ISLE BEACH, State: NC Zip: 28469-_
Phone: [phone], Fax: _-_-_, Email: myrtleweannc@ matg Isom
Physical LocatiomHOLDEN BEACH RD PARCEL ID 232GCO16
SW
SW _
SW
NPDES _
NPDES _
WQ_
wQ
E&S _
E&S
Other
Project Drains into INTRACOASTAL WATERWAY waters — Water classification SA HOW (for classification see-
http://poaal.ncdenr.org/web/wq/ps/csu/classitications)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? Y/N, within''/, mile and draining to class SA waters Y/N or within 1 mile
and draining to class HOW waters? YIN
Engineer/Consultant: AMIE DRUCKER Company: CAROLINA SITE DESIGN, INC.
Address: PO BOX 538 City: NORTH MYRTLE BEACH, State: SC Zip: 29597
Phone: [phone], Fax: [phone], Email: [e-mail].00m
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$1750000.00 #4 JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rri ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ® High Density -Infiltration 2 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _# Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit N)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1_5 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopinq and express meeting request
Wetlands on Site ®Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed'. ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
For DFNR use only
Fee Split for multiple permits: Check# Total Fee Amount$
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
-
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LDS
$ .
Stream Deter,_
$
NCDENR EXPRESS January 2014

TAMAP 232GCO16
WRRENT ZONING C-M
LOT AREA 1.71 AC.
21 - TOTAL RETAIL BUILDING 12,480 V
PARKING REQUIRED (1-200) 63 SPACESIle-
PARKING PRONGED 63 SPACES
PROPOSED DISTURBED AREA: 1.43 AC
%'A
EQ
011
a
2"o
-2� CIVIL SITE PLAN
CAROLINA
2 — SITE DESIGN, INC.

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October 8, 2014
PIN: 202613048771 PARC ELID: 232GC016 OWNER: HAZYS PLAZA LLC
1 = 1000 Feet ADDRESSI: ADDRESS2: P O BOX 6838 CITY: OCEAN ISLE BEACH STATE: NC ZIPCODE: 28469
N PARCELDESC: 1.71AC NC 130 PL 82434 DEEDDATE: 1/5/2014 DEEDBOOK: 3497 DEEDPAGE: 0657 PLATBOOK: 0082
µ, e PLATPAGE: 0034 PLATDATE: 1/5/2014 ACREAGE: 1.71 TOWNSHIP: LOCKWOOD FOLLY DEFERREDVAL:0
LANDVAL: 829730 OTHERVAL:0 HOMEVAL: 0 TOTALVAL: 829730 FIRECODEID: 19 FIRECODENAME: Trl Beach
s
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LETTER OF AGENCY
To: North Carolina Department of Environment and Natural Resources
Re: Tax Map Number(s): 232GC016
Property Address: Holden Beach Road
Property Location:
Property Owner (s): I-lazy's Plaza, LLC.
(Please Print Full Name)
In connection with the referenced property, 1 hereby appoint the person shown below as my agent for
the purpose of filing such application for project approval as they shall deem necessary and proper.
Authorized Agent: Richard Jordan
(Please Print Full Name)
Reason For Agency: Permit Coordination
Agent's Address: 114 Planters Creek Drive, Myrtle Beach, SC 29579
Agent's Telephone Number: 910-376-0456
W mess
F p yee�
Yehezkel Elia
Property Owner (Please print fill name)
Date

Weaver, Cameron
From: Carolina Site Design, Inc. [[e-mail]]
Sent: Wednesday, October 08, 2014 3:57 PM
To: Weaver, Cameron
Cc: Spear Designs; 'Rick Jordan'
Subject: Hazy's Plaza - Holden Beach
Attachments: Hazy Plaza Holden Beach Location Map.pdf; HAZYS PLAZA REQUEST FOR EXPRESS.pdf;
Hazy Plaza Holden Beach Prelim C-1.pdf
Cameron,
The property owner would like to pursue express permits for the stormwater management system and land disturbance
for the proposed commercial project on Holden Beach Road, Brunswick County.
The proposed 1.71 acre project includes construction of 12,710 sf of retail space and associated parking. The proposed
stormwater management system for the proposed paving and sidewalks is an infiltration system utilizing envious
pavement. Runoff from the proposed building will be treated by'a dry detention basin. The project will discharge to an
existing itch at the rear of the property. This ditch flows across several properties to the west of this project and
ultimately discharges to the Intracoastal Waterway. There are freshwater, wetlands on site which have been verified by
the US Army Corps of Engineers. No wetland impacts are proposed. y
tapping existing Brunswick County Utilites' water & sewer mains in Ho
Please call if you have any questions or require additional information to
Thank you,
Arnie
CAROLINA
SITE DESIGN, Inc.
P.O. Box 538
North Myrtle Beach. SC 29597
843-280-5870 Office & Fax
E-mail: [e-mail]
and sewer service will be provided by
Beach Road and extending services on site.
the express meeting for this site.
•a. 11
By using the embedded electronic file(s) contained herewith, the recipient assumes all risks associated with their use and,
to the fullest extent permitted by law, to hold harmless and indemnify Carolina Site Design, Inc. and its associates from
and against all claims, liabilities, losses, and expenses including attorney fees, arising out of or resulting therefrom.

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i Conservation Service National Cooperative Soil Survey
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11/2/2014
Page 1 of 3
3rs MN

Soil Map —Brunswick County, North Carolina
(Hazy's Plazal
MAPLEGEND
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest
(AOI)
g
Spoil Area
Area or Interest (ACI)
d
Stony Spot
Wanting: Sall Map may not be valid at this scale.
Solis
®
very Stony Spot
Enlargement of maps beyond the scale of mapping can reuse
Soil Map Unit Polygons
misunderstanding of the detail of mapping and accuracy of soil line
Wet Spot
placement. The maps do not show the small areas of contrasting
e
Soil Map Unit ones
Other
soils that could have been shown at a more detailed scab.
13
Soil Map Unit Points
�
Special Lira Features
Please rely on the bar scab on each map sheet for map
8pwi•I Polrrt Features
(q)
91vvout
Water Features
measurements.
Streams and Canals�
Source of Map: Natural Resources Conservation Service
Sorrow Pit
Transportation
Web Soil Survey URL: hap:/Iwebsollsurvey.nma.usda.gov
X
Clay Spot
r-tw
Rails
Coordinate System: Web Mercator (EPSG:3857)
Closed Depression
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
�(
Gravel Pre
u5 Bourse
distance and area. A projection that preserves area, such as the
„
Gravelly Spot
Major Roads
Albers equal-area conic projection, should be used If more accurate
calculations of distance or area are required.
®
Landfill
Local Roads
This product Is generated from the USDA-NRCS certified data as of
Lava Flow
Background
the version date(s)listed below.
Marsh or swamp
Aerial Photography
Soil Survey Area: Brunswick Count', North Carolina
/fA
Mine or Quarry
Survey Area Data: Version 16, Sep 12, 2014
O
Miscellaneous Water
Soil map units are labeled (as space allows)formap scales 150,000
C
Perennial Water
or larger.
Dates) aerial images were photographed: Mar 7, 2010—Apr 3,
y
Rock outcrop
2011
.+.
Saone Spot
The orthophoto or other base map on which the soil lines were
Sandy Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
ys,.
Seventy Ended Spa
of map unit boundaries may be evident.
Sinkhole
Slide or Slip
Sodic Spot
uSDA Natural Resources Web Soil Survey 1102014
i Conservation Service National Cooperative Soil Survey Page 2 of 3