SW8060648_HISTORICAL FILE_20060922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW 3V�QZlo,)
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Michael F. Easlcy, Governor
Wiliiam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimck, P.E. Director
Division of Water Quality
September 22, 2006
Ituman Uzan
971 Cayman Drive
Myrtle Beach, SC 29577
Subject: Request for Additional Information
Stormwater Project No. SW8 060648
The Palms
New Hanover County
Dear Mr. Uzan:
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Palms on June 26, 2006. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater
review:
Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
2. Please complete Section VII, the agent authorization. This is the place to
designate who will be providing the necessary information regarding the
stormwater application, on your behalf. This is normally the design engineer.
3. Please verify that the bottom of the infiltration trench is at least 2 feet above the
seasonal high water table (SHWT). The trench details on the plans show a 6
inch minimal distance between the bottom of the trench and the SHWT. The
underground infiltration trench supplement indicates a 1.97 foot separation
between the bottom of the trench and the SHWT
4. Please verify the design storm that the system has been design to handle. The
calculation seem to indicate that the system has been design to handle a 1 inch
storm. The underground infiltration trench supplement indicates that the system
has been design to handle a 7.6 inch storm.
5. Please either provide a bypass for runoff in excess of the design volume or a
justification for why this requirement has not been met. The underground
infiltration trench supplement indicates that a bypass has been provided,
however I could not find a bypass or a bypass detail on the plans.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to October 22, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the.application fee.
IVorthCarolina
Alattlrally
North Carolina Division of Water Quality 127 Cardinal Drive Extension W�lmington, NC 28405 Phonc [phone] Customer Service
Wilmington Regional Office Internet: �ewu.ncuateryualit�.e�r� Fax [phone]
An Equal OpporturAylAttIrmaiive Action Employer— 50% RecycledflG% Post Consumer Paper

r
The Palms
r September 22, 2006
Stormwater Aor)lication No. SW8 066648
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
CLQ
Rhonda Hall
Environmental Engineer
ENB/rbh:S:IWQSISTORMWATERIADDINFO120061060648.sep06
cc: Bobby Moore, The Earthworks Group
Rhonda Hall
Page 2 of 2

SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form C-
• One copy of the applicable Supplement Form(s) for each BMP c-
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
- Engineer and firm
-Legend
North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and storm -water control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If'you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City:
Phone: ( }
VIII. APPLICANT'S CERTIFICATION
State:
Fax: ( )
Zip:
1, (print or type name ofperson listed in General Information, itefn 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Signature:
Date: 6/-W a G
Form SWU-101 Version 3.99 Page 4 of 4

f
State Stormwater Management Systems
Permit No. SW8 060648
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Raman Uzan
Palms
New Hanover County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water {duality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 17, 2016, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 38,365 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the Oermitted stormwater control system.
Page 2 of 7

j .i
State Stormwater Management Systems
Permit No. SW8 060648
C
The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. Drainage 2Area, acres:
Onsite, ft .
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft:
e. Perforated Pipe Diameter/Length:
f. Bottom Elevation, FMSL:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Type of Soil:
j. Expected Infiltration Rate, inlhr:
k. Seasonal High Water Table, FMSL
I. Time to Draw Down, hours:
M. Receiving Stream/River Basin
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.4
61,420
None
38,365
7.6
840x4x4
18 inches1840 feet
20.0
24.0
6,224.
Kureb Sand
40
18.0
3.3 days
Snows Cut] Cape Fear
18-87-31.5
"SC"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060648
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060648
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30.days.
Permit issued this the
17th day of November, 2006.
NORTH C ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'/ 2 )ai�w 6'aX4
for Al . limek, . ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

11661 HIGHWAY 707
P.O. BOX 201
MURRELLS INLET, SC 29576
843/651-7900
FAX [phone]
September 27, 2006
Rhonda Hall
NCDENR, Division of Water Quality
Wilmington Regional Office
127 Cardinal Dr. Ext.,ESEP
.��
Wilmington, NC 28405 2006
Rh: Palms TEG # 051556 �~-
Stormwater Application No. SW8 060648
Ms. Hall,
We are in receipt of your comments dated September 22, 2006. We have revised the construction
plans accordingly and have prepared the following summary of our actions with respect to those
comments:
1. A note has been added to the drainage plan stating; that no wetlands exist on site. Please
see note number 5 under drainage notes. Also find attached a letter that was originally
sent with the submittal package that states no wetlands exist on site.
2. Section VII, the agent authorization, has been updated to reflect that The
EARTHWORKS Group is the authorized agent.
3. Both the details and the stormwater report have been updated to reflect that a separation
of 2 ft will be achieved between the bottom of the trench and the SI-IWT.
4. The current design is for the 25 year storm which is 7.6 inches of rain in 24 hours. We
have used Hydrocad to generate pre and post development peak flows for the 02, 10, and
25 year storms. The difference in pre and post development peak flows for the 25 year
storm is what establishes our design criteria. We have shown that through infiltration,
using a conservative infiltration rate, we mitigate between the pre and post development
peak runoffs. The current design is capable of infiltrating 9.27 cfs. Over a 24 hour
period, this is equivalent to 800,928 cf of effective storage capacity. Our Hydrocad
calculations indicate that a total runoff volume for the 25 year storm will be 0.70 ac-ft. or
30,492 cf. This shows that our design capacity both mitigates between the pre and post
development runoff and infiltrates above and beyond the design volume for the 25 year
storm.

No bypass was provided on this particular design because of the total effective storage
capacity provided. It can be seen from above that the total effective storage due to
infiltration is well above what is required for the 25 year storm. "Caking into
consideration downstream impacts, a larger system was designed to handle all stormwater
onsite with out a bypass system.
We trust that the revised drawings, as attached, reflect the issues that you have raised. Should
you have any questions or require additional information, please do not hesitate to contact us.
Very Truly Yours,
.
�) �. • V �'
Bobby C. Moor II, ECC
The EARTHWORKS Group

11661 HIGHWAY 707
P.O. BOX 201
MURRELLS INLET, SC 29576
843/651.7900
FAX [phone]
June 22, 2006
Ms. Rhonda Hall, PE
Environmental Engineer
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Palms
New Hanover County
Dear Ms. Hall:
Please use this letter as support for Mr. Uzan's application for a stormwater management
permit on the "Palms" property.
I have attached an aerial of the National Wetland Inventory and site soil map showing
that this site is remote from any wetlands and is designated as Uplands. Based on the
soils at the site and the NWI data, it is our opinion that there are therefore no isolated or
jurisdictional wetlands within the project area.
;Sincerel ,
Steven G. Strickland, PE
N.C. license 026804

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ITA UZAN NRCS USDA SOILS DATA
Project Tide: Centerfine Data
PALMS•
DATT�
Project Locatiom 0 260 500 MRCS Soils Data
12\29\05 1 equals 500
1300 LAKE PARK BLVD Project Site
NEW HANOVER COUNTY, NC Ft SITE APPLICKnON #
Centroid Located Parcel Data FIGURE 2
ICAROLINA BEACH USGS QUADRANGLE I n43"56-94'W by W02-54,67-N

Project Narrative
The applicant proposes to construct a 14,755 square foot (total area) commercial
metal building for retaillcommercial purposes in Carolina Beach, SC. The
proposed site consists of 1.41 ac located on the intersection of Risley Rd and
Lake Park Blvd. The site is relatively flat with a slight slope from West to East.
The site is most cleared with a few trees remaining. The proposed plan currently
has approximately 62% of total area that is impervious. An infiltration system is
designed to mitigate between pre and post runoffs.

11661 HIGHWAY 707
P.O. BOX 201
MURRELLS INLET, SC 29576
843/651-7900
FAX [phone]
June 22, 2006
Ms. Rhonda Hall, PE
Environmental Engineer
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Palms
New Hanover County
Dear Ms. Hall:
Please use this letter as support for Mr. Uzan's application for a stormwater management
permit on the "Palms" property.
I have attached an aerial of the National Wctland Inventory and site soil map showing
that this site is remote from any wetlands and is designated as Uplands. Based on the
soils at the site and the NWI data, it is our opinion that there are therefore no isolated or
jurisdictional wetlands within the project area.
;Siincercl ,
Steven G. Strickland, PE
N.C. License 026804

i
INFILTRATION SITE VISIT REQUEST
Name of the Project : P "\ ,ram 5
Location (attach a clear vicinity map)
Street address, SR number, community, etc. T
Directions from the nearest major intersection:
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Owner/Applicant Name: r � z wr
Consultant Name: i V% Q� ro
Consultant Contact Information:
Phone, fax, email, etc.
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Existing ground elev. @basinitrench= ZS\
SHWT elev.= \,;,- .o `
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SHWT plus 2' (max. bottom elev.)= Zo •o//�� �. �}�
Date/Time of Soils Investigation
Summary/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer musi be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail,

11661 HIGHWAY 707
P.O. BOX 201
MURRELLS INLET, SC 29576
843/651-7900
FAX [phone]
.tune 20, 2006
Rhonda Halt
North Carolina Division of Water Quality
127 Cardinal Dr. Ext.
Wilmington NC, 28405
RE: Palms
Ms. Hall,
ORKS
GROUP
PLANNING & DESIGN CONSULTANTS
VED
JINN 6 ?006
We are are in receipt of your comments dated June 14, 2006. We have revised the submittal package
and drawings accordingly and have prepared the following summary of our actions with respect
to those comments:
I . The required basin information in Section 111, Item 6 on page 2 has been inserted.
2. A date when the signature was signed on page 4 of the application has been added.
3. All proposed built upon area was added to the permit application.
4. Page 2 of the supplemental forth was hand initialed appropriately.
5. The sediment removal depths were added on Page 3 of the infiltration supplement.
6. Dimensions for the building were added on the site plan as requested.
7. 'I'he infiltration site visit request forth was filled out and attached to this letter.
8. A letter has been attached to this package addressing this issue.
We trust that the revised drawings and application, as attached, rellect the issues that you have
raised. Should you have any questions or require additional information, please do not hesitate to
contact us.
Very Truly Yours,
AN ,
Bobby C. M ore 11, EIT
The EARTHWORKS Group'

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Project Location: 0 100 200
. 1300 LAKE PARK BLVD Parcel Data
NEW HANOVER COUNTY, NC Located Fl
CAROLINA BEACH USGS UADRANGLE n°53's�6.94"W � 3 WS4.67'N NWl Data
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INVENTORY
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l 2 29 05 1 " equals 200 '
SITE 1E'PLICATIOAi #
FIGURE 7

Bobby Moore
The Earthworks Group
11661 Highway 707
Murrells Inlet, SC 29576

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Michael F. Fsslcy, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
.June 30, 2006
itamar Uzan
971 Cayman Court
Myrtle Beach, SC 29577
Subject: Request for State Stormwater Management Permit Application
Palms
Stormwater Project No. SW8 060648
New Hanover County
Dear Mr, Uzan:
On June 1, 2006, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject
project. The North Carolina Administrative Code requires any project that must receive either Sedimentation and
Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater Management
Permit by the Division of Water Quality. Any construction on the subject site, prior to receipt of the required
permit, will constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate enforcement action by this
Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal.
date must be received in this Office no later than July 30, 2006. Failure to respond to this request may result in
the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. if you have any questions,
please call me at (910)-796-7215, or email me at [e-mail].
Sincerely,
�
Linda Lewis
Environmental Engineer
ENB/arl: S:NWQSISTORMWATERISTORMSUBN060648.jun06
cc: New Hanover Building Inspections
Bobby C. Moore 11, The Earthworks Group
Wilmington Regional Office File
Central Files
No'" Caro ina
aturallil
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Cusm ner Service
Internet: u_�:n,.nc_s;asecy ;:!it�'.cr Location: 512 N. SalishurySt. Raleigh, NC 2761A Fax [phone]-623-h?48

of w A rFy
o -c
June 14, 2006
Mr. Itaman Uzan
971 Cayman Drive
Myrtle Beach, SC 29577
Project Name: Palms
County: New Hanover County
Project Number: NIA
Dear Mr. Uzan:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Your recent stormwater management permit application and check #1018 for the $420.00 application
fee are being returned because the application lacked the necessary basic elements to accept it for
review. The plans and any other documentation that were submitted have been discarded or recycled,
as appropriate. Please address the following noted deficiencies and provide the requested information:
® Please provide the basin information required in Section III, Item 6 on page 2 of the application.
I have enclosed the stream classification information for snows cut for your convenience.
Please provide a date when the signature was signed on page 4 of the application.
Please report all proposed built -upon area in square feet on the application.
Please hand initial page 2 of the supplement form. A handwritten "✓" is not appropriate where
initials have been required.
Please fill in the sediment removal depths on Page 3 of the supplement.
Please provide dimensions for the building,
The Division's Soils Scientist will need to visit the site and verify the soils information that you
have provided. I have enclosed an infiltration site visit request form for your convenience.
® Applications for State Stormwater Permits under 15A NCAC 2H .1005 shall not be deemed
complete unless the applicant confirms that no isolated or jurisdictional wetlands are contained
within the project area, or the application contains a jurisdictional map in which the jurisdictional
wetlands within the project area are fully delineated and this map is signed and verified by the
US Army Corps of Engineers.
Please resubmit the permit application package to the address below. Note that the 90-day statutory
permit review time begins upon receipt of a complete application. If you have any questions, please do
not hesitate to call me at [phone].
Sincerely,
Rhonda Hall
Environmental Engineer
ENB/rbh: S:1WQSISTORMWATIRETURNIPalms.jun06
cc: Bobby C. Moore III, EIT, The EARTHWORKS Group (Murrells Inlet, SC)
Rhonda Hall
NoehCarolina
, naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Semite 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: wAy.ncu•atere uali1 •.org
An Equal Opportunity/Affirmative Action Employer -- 50% Recycled110% Post Consumer Paper

NC DENR - DIVISON OF WATER QUALITY
.0311 CAPE FEAR RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
Myrtle Sound Shellfishing
All waters within a line
SA;HQW
08/09/61
18-87-31
Area
beginning at Picket Rock and
running southeast to the
Intracoastal waterway
channel marker 4153 thence
running southsoutheast to
the south side of the
Carolina Beach Inlet, thence
in a southerly direction
along the shore line to a
point directly east from the
northern side of Snows
Cut, thence in a straight
line across the Intracoastal
Waterway to the point on the
northern side of Snows
Cut, thence in a northerly
direction along the shore
line to the point of
beginning.
Carolina Beach Yacht Basin
All waters beginning at a
SB
07/01/B7
1B-87-31.2
point on the northern side
of Snows Cut and running
directly east across the
Intracoastal Waterway to a
point on the eastern side,
thence following the
shoreline, of the Carolina
Beach Yacht Basin to a point
on the south side of Snows
Cut, thence in a straight
line across the cut to the
point of beginning.
Snows Cut
From Carolina Beach Yacht
SC
0B/G9/81
18-87-31.5
Basin to Cape Fear River
Telfairs Creek
From source to Snows Cut
SC"Sw
04/01/59
18-87-31.5-1
CAPE FEAR RIVER (excluding
From a line across the river
SA;HQW
01/01/85
18-(87.5)
area described below)
from Snows Paint (through
Snows Marsh) to Federal
Point to Atlantic Ocean
Walden Creek
From source to Cape Fear
SC;Sw,HQW
08/01/90
16-88-1
River
White Spring Creek
From source to Walden Creek
SC;Sw,HQW
08/01/90
18-88-1-1
Nigis Creek
From source to Walden Creek
SC;Sw,HQW
08/cl/90
18-88-1-2
Nancys Creek
From source to Walden Creek
SC;Sw,HQW
06/01/90
18-88-1-3
Gum I,og Branch
From source to Nancys Creek
SC;Sw,HQW
08/01/90
1B 88-1 3 1
Governors Creek
From source to Walden Creek
SC;Sw,HQW
08/01/90
18-BB-1-4
Fishing Creek
From source to Governors
SC;Sw,HOW
08/01/90
18-88-1-4-1
Creek
Snows Marsh
Entire Marsh
SC
08/09/81
18-88-2
Price Creek
From source to Cape Fear
SC;Sw
04/01/59
18-88-3
River
62

INFILTRATION SITE VISIT REQUEST
Name of the Project :
Location (attach a clear vicinity map):
Street address, SR number, community, etc.
Directions from the nearest major intersection:
Owner/Applicant Name:
Consultant Name:
Consultant Contact Information:
Prone, fax, email, etc.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basinitrench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation :
Summary/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail,

j IL
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
May 31, 2006
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Itamar Uzan
971 Cayman Court
Myrtle Beach, SC 29577
RE: Project Name: Palms
Project ID: Newha-2006-434
County: New Hanover, Carolina Beach, Lake Park Blvd
River Basin: Cape Fear
Submitted By: The Earthworks Group
Date Received by LQS: May 26, 2006
Plan Type: NEW
Dear Mr. Uzan:
SUN U --t Va
12006
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted_ before_ we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Zhu O
Env Tech V
Land Quality Section
cc: Bobby C. Moore Il, The Earthworks Group
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]

W L
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: Palms DATE: 5/26/2006
PROJECT NO.: Newha-2006-434 COUNTY: New Hanover
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received by this office no later than June 14, 2006 . Failure to meet this schedule may result in disapproval of your
plan. The following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
_X_ Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams, lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow of waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. It the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shall be considered
separate land -disturbing activities and must be permitted either thru the
Sedimentation Pollution Control Act as a one -use borrow site or through the
Mining Act.
Required Army Corps 404 permit and Water Quality 401 certification (e g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
_X_ Legend
_X_ Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
_X_ Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
_X_ Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations far Acreage of land
being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Sci} information below culvert storm outlets
Name and classification of receiving water course
(only where stormwater discharges are to occur)
Comments
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design catcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
Design talcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design talcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
TX_ Method of soil preparation
Seed type & rates (temporary & permanent)
_X_ Fertilizer type and rates
_X_ Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 21 calendar days following
completion of any phase of grading; permanent
groundcover for all disturbed areas within 21 calendar
days following completion of construction or
development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
_X_ Completed, signed & notarized FR/O Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
_X_ Name of Registered Agent (if applicable)
_X_ Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
Regional Office for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
_X_ Construction sequence related to erosion and sediment
control (including installation of critical measures prior to
the initiation of the land4sturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
Project Name: Palms
Project Number: Newha-2006-434
1. A copy of the most current deed must be submitted. The current deed book No. 4260, Page No. 0597
for the site does not list Mr. Uzan as the owner.
2. There are three different addresses listed for Mr. Uzan: 971 Cayman Ct, 971 Camon Dr and 103 Cape
Fear Blvd, Carolina Beach, NC. The deed must match the mailing address. If the address is not in
North Carolina then you must list the North Carolina Registered Agent in Section 6.2(a) of the
Financial Responsibility Form
3. Sheet C3 must show and call out limits of construction. Current dashed line is not labeled and does
not include main driveway entrance and related grading work.
4. Sheet C3 must call out inlet protection.
5. Legends must be on all applicable sheets and correspond to all site/plan features.
6. List mulch and fertilizer types and rates.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]