SW8030322_HISTORICAL FILE_20030707

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

r State Stormwater Management Systems
Permit No. SW8 030322
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
Golden Sands Motel, LLC
Golden Sands I Sandfiddler Motel
New Hanover County
FOR THE
construction, operation and maintenance of infiltration trenches in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until July 7, 2013, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 61,275 square feet of impervious area. This pond
must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 030322
DIVISION OF WATER QUALITY
PROJECT DESIGN
DATA SHEET
Project Name:
Golden Sands 1 Sandf ddler Motel
Permit Number:
SW8 030322
Location:
New Hanover County
Applicant:
Mr. Jimmy Pope
Mailing Address:
Golden Sands Motel, LLC
1211 S. Lake Park Blvd.
Carolina Beach, NC 28428
Application Date:
July 7, 2003
Receiving Stream/River Basin:
Cape Fear River / Cape Fear
Stream Index Number:
CPF17 18-(87.5)
Classification of Water Body:
"SA HQW"
Design Storm:
2" (no vegetated filter is required)
Trench No.:
WEST EAST
Drainage Area, acres:
1.37 0.69
Trench Dimensions, LxWxH, feet:
629 x 22.5 x 1.25 138 x 51 x 1.25
Total Impervious Surfaces, ftz.:
41,206 20,069
Bottom Elevation, FMSL:
9.3 9.3
Perforated Pipe Diameter/ Length:
12" 1629' 12" 1 138'
Required Storage Volume, ft3:
7,494 3,676
Provided Storage Volume, ft3:
7,513 3,683
Temporary Storage Elevation, FMSL:
11.3 11.3
Type of Soil:
Sand Sand
Expected Infiltration Rate:
65 in/hr 65 in/hr
Seasonal High Water Table:
7.3 7.3
Time to Drawdown:
1.9 hours 0.25 hours
3

State Stormwater Management Systems
Permit No. SW8 030322
H. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The -approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel ofDWQ.' The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. 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 maybe required for those deviations.
8. if the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. 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, 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.
4

State Stormwater Management Systems
Permit No. SW8 030322
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved 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. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the pen-nitte& drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
111. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, 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) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property 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.

State Stormwater Management Systems
Permit No. SW8 030322
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 7th day of July, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
6

State Stormwater Management Systems
Permit No. SW8 030322
Golden Sands / Sandfiddler Motel
Stormwater Permit No. SW8 030322
New Hanover County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 030322
Certification Requirements:
l . 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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
b. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections

-D t Design / Andrew and Kuske Sh1eet
902 Market St. CONSULTING ENGINEERS, INC. Wilmington, N,C, 28401 / Of
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Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 910/343-9604 Fox
www,ondrewandkuske.com
July 1, 2003
Ms. Laurie Munn
NC DENR
Division of Water Quality 1 Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Golden Sands 1 Sandfiddler Motel
SW8 030322
A & K Project No. 02291
Dear Ms. Munn:
John R. Andrew, P.E.
John S. Tunstall, RE,
John A. Kuske, III, P.E.
James T. Pyrtle, P.E.
We are responding to your faxed comments of June 27, 2003 as follows:
J. Phillip Norris, P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr., P.E.
11 I Y E D
J U L 0 12003
1. We have eliminated the bypass structure on the west side and have redesigned
the system to contain the first 2 inches of runoff.
2. We concur with the SHWT on the west and east sides and have designed the
systems accordingly.
3. The systems have both been designed to contain the first 2 inches of runoff. No
bypasses are required.
4. Please call me to discuss the drainage of the area. All runoff is directed to the
infiltration basin.
We are enclosing two (2) sets of revised plans, SWU-107 application forms and
calculations for your continued review and approval. Please contact us if you have any
further questions or comments. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
C NSU G E GINEERS, INC
4
J. hills orris, P.E.
J N/asn
02291 07-01-03-s-sw-response-Itr

Andrew & Kuske
CONSULTING ENGINEERS, INC. John R. Andrew, P.E. J. Phillip Norris, P.E.
902 Market Street Wilmington, NC 2W1-4733 John S. Tunstall, RE. Neal W. Andrew, P.E.
John A. Kuske, III, P.E. J.A. Kuske, P.E. of Counsel
910/343-9653 910/343-9604 Fax
www.ondrewandkuske.com James T. PWrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
June 25, 2003
Ms. Laurie Munn
NC DENR
Division of Water Quality / Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845 z ��
Re: Golden Sands / Sandfiddler Motel
SW8 030322 BFEnn�.'Q•
Review Comments7�
A & K Project No. 02291 <`
Dear Ms. Munn:
We are responding to your comments of May 21, 2003 as follows:
1. It is our understanding that Vincent Lewis has been on site.
2. The vicinity map shows the intersection of the closest major roads, which are NC
132 and US 421 at Monkey Junction.
3. The area has been modified to show a connection to the trench drain.
4. More detail has been added as stated in item #3 above.
5. Building dimensions have been added.
6. It is our understanding that the system drains to the Cape Fear River.
7. We have designed the system to contain the first 1.5 inches of runoff. The system
will bypass any runoff in excess of the amount. We do not anticipate that the
systems will bypass any runoff, as our calculations indicate they can handle a 50-
year storm without doing so.
8. Bypasses are provided. The west area overflows to existing swales on the
northwest corner of the site. The east area overflows to existing storm drains on
South Lake Park Blvd. The supplements have been revised and are enclosed.
9. The maintenance agreements have been modified to show the 75% design depth.
We are enclosing two (2) sets of revised plans and calculations for your continued review
and approval. Please contact us if you have any further comments. Thank you for your
assistance on this project.
Sincerely,
NDR �� KE
C ULTI GJNE .
JjPhillip Norris, P.E.
02291 06-25-03-s-sw-response-Itr

�OF WA7FR
0 �
Mr. Arnmy Pope, Partner
Golden Sands Motel, LLC
1211 S. Lake Park Blvd.
Carolina Beach, NC 28428
Dear Mr. Pope:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, REJ)irector
Division -of -Water -Quality
May 21, 2003
Subject: REQUEST FOR ADDITIONAL INFORMATION
Ston-nwater Project No. SW8 030322
Golden Sands / Sandpiper Motel
New Hanover County
The Wilmington Regional Office received a Stormwater Management Permit Application for
Golden Sands / Sandpiper Motel on March 28, 2003. 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 contact me to make arrangements for Vincent Lewis to do the soils investigation.
If he has already been to this site, please advise.
2. Please add the nearest intersection of two major roads to the vicinity map. A major road
is any 1, 2 or 3 digit NC, US or interstate highway.
Please add some additional spots to the western entrance on Tennessee Avenue. It
appears that some of the built -upon area may not be entering the pond.
Please provide more detail of the trench drain on the East Area plan. Show how this area
enters the infiltration trench.
Please provide dimensions on the buildings.
6.1 Please verify that the site is draining to the Cape Fear River in this area. Portions of the
project may be draining to the Atlantic Ocean.
Please show in your calculations how you determined the design volume for the storm
event. Your design volume is the entire volume of runoff for the storm event. Peak flow
volumes are not acceptable.
Please provide a bypass for the system. If you are not able to provide a bypass, please
design your system using the 2" storm as the design storm. Revise your calculations to
show that your system can infiltrate the entire volurne from the design storm. Also,
please revise the Trench Design Parameters on the supplement to reflect the 2" storm
event.
9. Please revise your maintenance agreements to show that the sediment is to be cleaned out
when the trench is reduced to 75% of the design depth.
1
N. C.'Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service --
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NO)ENR

Mr. Jimmy Pope
May 21, 2003
Golden Sands / Sandpiper Motel
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 June 21, 2003, 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 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,
Laurie Munn
Environmental Engineer
RSS/:Ism SAWQSISTORMWAMDD1NFO12003\030322.may03,doe
cc: Laurie Munn
Phil Norris, P.E.

~� UY
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c•
Barnhill Contracting
321 North Front Street
Wilmington, North Carolina 28401
Attention: Mr. Bruce McGuire
June 6, 2002
Reference: Double -Ring Infiltrometer Testing
Proposed Golden Sands Hotel
Carolina Beach, North Carolina
Job No. 1061-02-149
Dear Mr_ McGuire:
As requested, S&; ME personnel bave recently conducted double -ring infiltrometer
testing of the surficial soils at the subject site at the approximate location shown in Figure I.
Spemfic4ly, our representatives performed the following work iter s on Rine 5, 2002,
1. Advanced one hard-augelred boring near the double -ring
mfikaometer test location m order to visually classify the in -place
soils. A Munseli Soil Color Chart was used to define the hue and
cbroma of the recovered soil samples.
2. Conducted one double -Ting bahltrlameter test at a depth of
approxunately 12 inches below the existing ground surface. Tbis
testing was conducted in general accordance with American
Society far Testing and Materials (AS7M) procedure .D 3385
entitled, "lufltration. Rate of Soils in Field Using Double -leg
Infiltrometer".
The in plaoe sons at the infiltrometer test location, generally consist of either clez►ra
sands or slightly silty sands that extend to the completed boring depth of 9 feet below the eXisting
ground surface. Water was noted in the borehole at the time of our field testing work at a dqAh of
8.9 feet below the existing ground swf'ace.
S8ME, Inc.
6409 Amsterdam Wvy, $vilding 63
j Wlilm+nalon, North Coroh"' 28405
TI IIJ—F.—PGIRP THI I RP -.PRPM Tf). AII)Pi=l.d+k H'zVt
[phone]
(9101 799-W58 6x
I www.sneeinc.cam

f
�. �. .., c. .�-i..... ..,..,..-.., az..i, rraa..-.a.«...v.. av-:%lKi ftl'-3tla Z)O ' t'HGjr— L/-4
Bamhill Contracting
June 6, 2002
Wage Two
The measured infiltration rates at the test location ganged from about 63 to 66 inches
per hour, with an average ui ilfr&on rate of approximately 65 inches per hour. A summary of the
field test results is presented in Table 1.
S&ME appmr is m Oae opporMnaity to provide oux- ser% ices during this phase of the
project. Should you have any questions after review ng this letter, or if we can be of additional
assistance, please do not hesitate to contact us at your convenienm
very truly yours,
S&M INC.
Steven D.- Kelly.
Branch Manager
Michael W. BehM P.E.
Senior Gootechmzcal Enginoor
SDY,MWBljns
Attachments
Copy: Andrew & Kmske Cons un g En�gim=s, W_ Phil Norris, P.E_

:3/4
i
TABLE 1
Double leg Infiltrometer Testing
Proposed Golden Sands Hotel
Carolina Beach, North Carolina
Job No. 1061-02-149
Locakion: 1
Date of Test: Jame 5, 2002
Depth. of Test Below Site Grade: 12 inches
Depth of Water in Rings: b inches
Inner Diameter of inner Ring: 11'14 inches
Imer Diameter of Outer : 22Y, inches
Depth to Groundwater. 8.9 feet
Average Infiltration Rate: 65 inchv-flour
Depdi
Hue
VaInChroma
0-3"
25 Y
512
3"-5"
10 YR
313
5"-18"
26 Y
413
18"-30"
2.5 Y
513
30"45"
2.5 Y
4/1
36"-46"
25 Y
6/1
46"-60"
to YR
4/3
60"-74"
10 YR
2/2
74"-87"
10 YR
3/1
87"-145"
25 Y
6/1
S611 Profile
Sail Dcrivtian
Greyish Brown Fine to Medium SAND — Trace of Silt.
Dark Brown Fine to Medium SAND -- Trace of Silt with Rock'
Olive Brown Fine to Medium SAND — Trace of Silt
Light Olive Brown Fine to Medium SAND — Tmoo of Silt
Dark Gray Fine to Medium SAND — Trace of Silt
Gray Fine to Medium SANK —Trace of Sflt
Brown Fine to Medium SAND — Trace of Silt
Very Dark Brown Fine to Medium SAND Trace of Silt
Very Dark Gray Fine to Medium SAND — Trace of Silt
Gray Fine to Medium SAND —Trace of Silt

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0.26 miles to US-17 (Market St) 0.88 miles Southeast
of RAM P.
2
......................................................................................................................................................................
Go West on US-17 (Market St) for 0.88 miles to NC-132
0.9 mile
S (College Rd)
3
You will see a sign reading "NC-132 S"
4
Turn left on ramp to NC-132 S (College Rd) and merge
0.4 mile
with caution
5
Continue onto NC-132 S (College Rd) and go South for
7.3 mile
7.3 miles to US-421 S (Carolina Beach Rd)
.....................................................................................................................................................................
6
Continue onto US-421 S (Carolina Beach Rd) and go
6.5 mile
South for 6.5 miles to US-421 (N Lake Park Blvd)
7
Continue onto US-421 (N Lake Park Blvd) and go South
1 mile
for 0.98 miles to US-421 (S Lake Park Blvd)
8
Continue onto US-421 (S Lake Park Blvd) and go South
1.2 mile
for 1.2 miles to 1211 S Lake Park Blvd,Carolina
Beach,NC
...................... ............................................................ I ............................ .................................................
....
9
...................................................................................................................................................................................
You are at 1211 S Lake Park Blvd,Carolina Beach,NC
destination
1211 S Lake Park Blvd
Carolina Beach, NC 28428-5522
1E�� Cape. Fear o, .vjGrePh 11 �21
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From.. : 127 Cardinal Drive Ext
Wilmington, NC 28405-5406
qzy
To: 1211 S Lake Park Blvd
Carolina Beach, NC 28428-5522
a print M save ® emai
Lake Park Blvd
Click here_ or on the map above for an adjustable version.n�-F--
Find it in the 2003 Road Atlas
sec Wilmington, NC Carolina Beach, NC
C!� • page 75, Wilmington detail map page 75, grid section K-14
• page 75, grid section 1-14
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Estimated Total Driving Time: Estimated Total Driving Distance: Total Number of Step
26 minutes 17 miles 9
step directions distant
1 We found 127 Cardinal Drive Ext,Wilmington,NC but are
unable to start the directions from this location. We
suggest that you consult a map and take local roads
http://www.randmenally.com/rme/directions/dirGetDirections.isp?BV_SessionID=@@@@... 6/2/2003

P. 1
COMMUNICATION RESULT REPORT ( JUN. 3.2003 12:06PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
------------------------------------------------------------------------------------------------
893 MEMORY TX 9-3439604 OK P. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: June 3, 2003 No. of Pages: 1
To: Phillip Norris From: Laurie Mann
Company: Andrew & Kuske Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
D'WQ Stormwater Project Number: SW8 030322
Project Name: Golden Sands/Sandfiddler Motel
MESSAGE:
Mt. Norris,
Vincent Lewis and I did a soils investigation yesterday at the site. Mr. Lewis performed
the test on the Sandfiddler side. He hit water at approximately 50". This is much
shallower than the original soils investigation indicates. The original investigation was
done in June 2002, during a dry year. The infiltration system must Have at least 2'
between the bottom of the system and the water table. The Golden Sands side is not
affected by this, but the Sandfiddler side is, Please call me with any questions.
Thanks,
Laurie Munn

FAX COVER SHEET
Date:
June 3, 2003 No. of Pages: 1
To:
Phillip Norris From: Laurie Munn
Company:
Andrew & Kuske Water Quality Section - Stormwater
FAX 9:
910.343.9604 FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030322
Project Name: Golden Sands/Sandfiddler Motel
MESSAGE:
Mr. Norris,
Vincent Lewis and I did a soils investigation yesterday at the site. Mr. Lewis performed
the test on the Sandfiddler side. He hit water at approximately 50". This is much
shallower than the original soils investigation indicates. The original investigation was
done in June 2002, during a dry year. The infiltration system must have at least 2'
between the bottom of the system and the water table. The Golden Sands side is not
affected by this, but the Sandfiddler side is. Please call me with any questions.
Thanks,
Laurie Munn
S:\WQS\STORMWAT\ADDINFO120031030322.iuneO3

P. 1
COMMUNICATION RESULT REPORT ( MAY.21.2003 11:44AM )
TTI NCDENR WIRO
FILE DIODE OPTION ADDRESS (GROUP) RESULT— ------ PAGE-----
------------------------------------------------------ —
_
---- MEMORYTX------------- 9-3439604 OK P. 3/3
REASON FOR ERROR E-2) BUSY
E-1) HANG UP OP, LINE FAIL E-4) NO FACSIMILE CONNECTION
E-3) NO ANSWER
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COWER SHEET
Date: J 12,i % 03 No. Of Wages:
To; T;�� t o r r r 'C From: AA rl
CO:A
FAX #:
REMARKS
SEEP co: Div 1p-_
I (o Qq FAX##:[phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Tefepfmne (910) 39S-3904 Pax (910) 350.200d
An Equal Opportunity AMrmative Action Employer

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P. 1
FILE —MODE
------_-----OPTIO
565 MEMORY T
COMMUNICATION RESULT REPORT ( MAY.21.2003 11:34AM )
TTI NCDENR WIRO
N__ _ _ _________
ADDRESS —(GROUP)-----_-----------RESULT---------PAGE__
— — — 9-3413030 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor Willi= G, Ross Jr., Secretary
FAX COVER SKEET
Date: ;5f 2 f 103 No. Of Pages:
To: F>UCAA From: u!'i !1/L- n
CO: CO: rJ (- _.
FAX #; ! 0 3 1 - a FAX#: [phone]
REMARKS
127 Cardinal Drive Extension, Wilmington, N.C. 284054845 Telephone [phone] Fax [phone]
An Equal Opponunity ARirmatIve Action Employer

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S
Mr. Jimmy Pope, Partner
Golden Sands Motel, LLC
1211 S. Lake Park Blvd.
Carolina Beach, NC 28428
Dear Mr. Pope:
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
May 21, 2003
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030322
Golden Sands / Sandpiper Motel
New Hanover County
The Wilmington Regional Office received a Stormwater Management Pert -nit Application for
Golden Sands / Sandpiper Motel on March 28, 2003. 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 contact me to make arrangements for Vincent Lewis to do the soils investigation.
If he has already been to this site, please advise.
Please add the nearest intersection of two major roads to the vicinity map. A major road
is any 1, 2 or 3 digit NC, US or interstate highway.
Please add some additional spots to the western entrance on Tennessee Avenue. It
appears that some of the built -upon area may not be entering the pond.
Please provide more detail of the trench drain on the East Area plan. Show how this area
enters the infiltration trench.
Please provide dimensions on the buildings.
6. Please verify that the site is draining to the Cape Fear River in this area. Portions of the
project may be draining to the Atlantic Ocean.
7. Please show.in your calculations how you determined the design volume for the storm
event. Your design volume is the entire volume of runoff for the storm event. Peak flow
volumes are not acceptable.
Please provide a bypass for the system. If you are not able to provide a bypass, please
design your system using the 2" storm as the design storm. Revise your calculations to
show that your system can infiltrate the entire volume from the design storm. Also,
please revise the Trench Design Parameters on the supplement to reflect the 2" storm
event.
9. Please revise your maintenance agreements to show that the sediment is to be cleaned out
when the trench is reduced to 75% of the design depth.
4, w
N. C.'Division of water Quaiity 127 Cardinal Drive Extension [phone] Customer Service �d
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]CDENiR

Mr. Jimmy Pope
May 21, 2003
Golden Sands 1 Sandpiper Motel
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 June 21, 2003, 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 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,
G�
Laurie Munn
Environmental Engineer
RSSl:lsm S:1WQSlSTORMWATIADDINF'O12003\030322.may03.doc
cc: Laurie Munn
Phil Norris, P.E.

Andrew & Kuske
CONSULTING ENGINEERS, INC,
902 Market Street Wilmington, NC 28401-4733
910/343.9653 910/343-9604 Fax
-= www.andiewandkuske.com
March 27, 2003
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Golden Sands 1 Sandfiddler Motel
Carolina Beach, NC
A & K Project No. 02291
Dear Ms. Lewis:
John R. Andrew, P.E. J. Phltllp Norris, P.E.
John S, Tunstall, P.E. Neal W. Andrew, RE.
John A. Kuske, III, P.E. J.A, Kuske, P.E. of Counsel
James T. PyrtleyTP.E. C. Lawrence Sneeden, Jr., P.E.
+ � E ll 7D
MAR 2 8 2003
BY: 4233-4-
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-107 supplement forms, one (1) copy of the
stormwater narrative, one (1) copy of the geotechnical report from S&ME and a
$420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW SKE
CONSUL G NGINEERS,
J. P illip orris, P.E.
JPN sn
2291 03-27-03-s-sw-ltr
Enclosures
cc: Jimmy Pope