SW8960404_HISTORICAL FILE_19961017 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (110 o A oq
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
q q Lo 101')
YYYYMMDD

,. State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Odell Williamson
Ocean Isle Beach Realty
N2 Causeway Drive
Ocean Isle Beach, North Carolina 28469
Dear Mr. Williamson:
Q
IDFEE HNR
October 17, 1996
Subject: Permit No. SW8 960404
Ocean Isle Beach Motel
High Density Commercial
Brunswick County
Stormwater Project
The Wilmington Regional Office received the Stormwater Management Permit Application for Ocean Isle Beach Motel
on April 3, 1996, with final information on September 30, 1996. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 960404 dated October 17, 1996, for the construction of Ocean Isle Beach
Motel.
This permit shall be effective from the date of issuance until October 17, 2006, 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
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
C� t'cf4-cr-
rOtL Jim Bushardt, P.E.
Acting
JBB/arl: S:\WQS\STORMWAT\PERMIT\960404.00T
cc: David Bowmen, P.E.
Delaney Aycock, Brunswick County Inspections
Ed Brooks, DCM WiRO
John Parker, DCM Raleigh
Linda Lewis
Wilmington Regional--Office---':t
Central Files
Regional Water Quality Supervisor
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 960404
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH 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
Ocean Isle Beach Realty
Ocean Isle Beach Motel
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration trench system with bypass in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 17, 2006 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 on page 3 of
this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 34,575
square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Run
Classification of Water Body:
Trench Depth:
Trench Bottom Elevation:
Total Impervious Surfaces Allowed:
Green Area entering Pond:
Required Trench Length @10.97 cf/If:
Provided Trench Length:
Required Storage Volume:
Provided Storage Volume:
Seasonal High Water Table Elevation:
Type of Soil:
Expected Infiltration Rate:
Drawdown time:
State Stormwater Management Systems
Permit No. SW8 960404
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Ocean Isle Beach Motel
960404
Brunswick County
Mr. Odell Williamson
Ocean Isle Beach Realty
a2 Causeway Drive
Ocean Isle Beach, North Carolina 28469
April 3, 1996
off: ICWW
"SA"
3 feet
8 MSL
34,575 square feet
5,498 square feet
393 LF
435 LF
4,317 cubic feet
4,772 cubic feet
4 MSL
Sand
11.2 gph/sf
1.22 days

State Stormwater Management Systems
Permit No. SW8 960404
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
7. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for
it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. 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 it's 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 outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. 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.
4. 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.
4

State Stormwater Management Systems
Permit No. SW8 960404
5. 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 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, 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.
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-
215.6(a) to 143-215.6(c).
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 DEHNR Staff permission to enter the property 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.
Permit issued this the 17th day of October, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t7'-.l C_ tL S (-1 c \'/ L (—
'X. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 960404

State Stormwater Management Systems
Permit No. SW8 960404
Ocean Isle Beach Motel
Stormwater Permit No. SW8 960404
Brunswick County
Engineer's Certification
1, ; as a duly registered Professional Engineer 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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORhIWATER N1AJNAGENMNT PERA11T APPLICATION
I. GENERAL INFORMATION
1. Project Name Ocean Isle Beach Motel
2. Location, directions to project (include County, Address, State Road) Attach map...NC 904 South
to Ocean Isle Beach, West @ end of 904 at intersection with First St
3. Owner's Name Odell Williamson Phone [phone]
4. Owner's Mailing Address: #2 Causeway Drive
City Ocean Isle Beach State NC Zip 28469
5. Nearest Receiving Stream '"tlantie 9c-ca" C W V1/ Class .g-B SA
6. Project description Construction of 28 motel units, pool, required
parking area - See attached plans
U. PERMIT INFORA4ATION
1. Permit No.(ro be fdfed b< by De+r) 5w'8 %04 o4
2. Permit Type X New Renewal_ Modification (ex. Permit No.?)
3. Project Type: Low Density _Detentio(E Infiltration Other
4. Other State/Federal Permits/Approvals Required meek approp i,. bL a,)
CAMA Major X Sedimentation/Erosion Control X 404Permit
III. BUILT UPON AREA (Pleaw ,ee ,vac 7N.10us dw .1007 for oppri,oble d,,,ay Gmin)
Dpr�aiinage D�r�a'inaee Breakdown of Impervious Area
Bub Bain Oycwe bdlenu belo.• ,).e dealgn impeMa.0 area)
Classification _ -H 54 Buildings 0.40 AC
25 35
Allowable Impervious Area 0-07 0--4-2- A C Suess 0
Total Project Area
1.40 AC
parkinglS W
0.63 AC
Proposed Impervious Area
1.05 AC
Other
0
% Impervious Area
74. 7%
Totals
1.05 AC
,
TV. STOPNfWATER TREATMENT w ae +be he. Ae n ff w be n d)
Fi`FN
rst 16'runoff will
drain to a series of catch
basins and
subsurface
linfiltration system.
Runoff in excess of First
1.13 will
bypass infiltration
system and directed to level spreaders, then flow at a nonerosive velocity

Continued from front .., S[r
over X', min. vegetative buffers toward the U-12ptik .
50
V. DEED RESTRICTIONS A1N-D PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please Sce :;riachment A for the specific itcm� that matt be recorded tn;
the type of project applied for.
By your signature below, ,you certify that the recorded deed restrictions and protective covenants for this
project shall include all the items required by the permit, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the covenant cannot be cbanged or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I. Odell Williamson certify that the information included on this permit
(Please Pi or rypc nan.e CL crly/
application form is correct, that the project will be constructed in conformance with the approved plans, that the
deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge, the
proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the byjo named person or firm to submit stormwater plans on my beba]f.
Owner/Authorized
VII. AIITHORIZATION (antis. ss coarpL=)
Person or firm name
Mailing Address
and Title
Date
East Coast Engineering Company, P.A.
P. 0. Box 2869
City Shallotte State NC Zip 28459 Phone [phone]
Please submit form to the Regional Office that serves the area that the project is located, as indicated on
Attachment B.
cc: Applicant/WiRO//Central Files
Office use only,
� EA I only
D E C E I V E
APR 0 31996 1
PROJ # S(u $ Y(n0 4O4

Pax: 910.754.8049
Office: 910.754.8029
East Coast
Engineering Company, P.A.
Consulting Engineers
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2869
Shallotte, NC 28459
Tuesday, September 17, 1996
Subject: Ocean Isle Beach Motel Stormwater Plan
Ocean Isle Beach, North Carolina
Dear Ms. Lewis:
Thank you for your review comments dated September 10, 1996, pertaining to the
Ocean Isle Beach Motel Stormwater Plan. We have added a vegetated filter detail to the plans
showing the level spreader and width of filter. The vegetation type is covered by the Seeding
Schedule. Also, we have attached calculations for the filter indicating a non -erosive velocity.
Thank you for your helpfulness and willingness to work with us on this project.
Should you require any additional information, or have any comments, please do not
hesitate to contact our office.
Enclosures
pc: Mr. Robert Neill
File: 96-0006 (Ocean Isle Beach Motel)
Sincerely,
Z�:�X/2
David B. Bowman, PE
President
East Coast Engineering
Company P.A.
, VIV AT R R
D E C E I V E
SEP 3 01996 D
PROJ N�M`( aU40 -

East Coast Engineering
JOB c)' F. K07SL.
Company, P.A.
SUBJECT TO ZP1 wATE2 CA ts_
P.O. Box''_869
SHEET NO. J— OF
Shallotte, North Carolina'_'8469
CALCULATED BY oB
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
September 10, 1996
Mr. David Bowman, P.E.
East Coast Engineering
Post Office Box 2869
Shallotte, North Carolina 28459
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960404
Ocean Isle Beach Motel
Brunswick County
Dear Mr. Bowman:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Ocean Isle Beach Motel on August 21, 1996. 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. Please add a vegetated filter detail to the plans. Indicate the flow spreader mechanism, the
width of the filter, the type of vegetated cover, and calculations to indicate a non -erosive
velocity.
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 10, 1996, 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 have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
JBB/arl: S:\WQS\STORMWAT\ADDINFO\960404.SEP
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

7-7 (—,n
East Coast AUG 2,1 iQgF
Engineering Company, P:A.............. 49i 8 Rfinstreet
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754.8029 Shallotte, NC 28459
Tuesday, August 20, 1996
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDEHNR
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Ocean Isle Beach Motel Stormwater Plan
Project No. SW8 960404
Dear Ms. Lewis:
We have once again revised the stotmwater plan for the proposed Ocean Isle Beach
Motel site. Enclosed are three sets of plans, three sets of calculations, and a plan showing the
proposed drainage areas. Since the bypass runoff now drains toward "SA" classified water,
we have stored 1 1/2" runoff, and routed the bypass water through a 50' vegetated filter.
Please review this plan for approval. We are forwarding a set of these revised plans to
Mr. Ed Brooks of CAMA. If you have any questions or need additional information, please
call Mr. Alan Lewis or myself at our office.
Enclosures
pc: Mr. Robert Neill
File - 96-0008 (Ocean Isle Beach Motel)
Sincerely,
dl a��✓'��irw��'�
David B. Bowman, PE
President
East Coast Engineering, Co., P.A.
D E C E I V E
AUG 211996 D
DEM
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
July 22, 1996
Mr. David Bowman, P.E.
East Coast Engineering
Post Office Box 2869
Shallotte, North Carolina 28459
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960404
Ocean Isle Beach Motel
Brunswick County
Dear Mr. Bowman:
The Wilmington Regional Office received a Stormwater Management Permit Application for Ocean
Isle Beach Motel on july 1, 1996. 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. Delineate the proposed contours in the infiltration pond areas.
2. Show/label the connections from the catch basins into the infiltration system.
3. There is perforated pipe shown at the entrances, but no indication is given as to how the
runoff enters the infiltration system, or is bypassed.
4. The calculations must be sealed.
5. The more conservative value in a range of values should be used for the drawdown time,
ie., 11.2 gallons/square foot/hour.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Bowman
July 22, 1996
Stormwater Project No. SW8 960404
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 August 22, 1996, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\960404.JUL
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Engineering Company, P.A.
Consulting Engineers
4918 Main Street
Post Office Box 2869
Shallotte, NC 28459
Thursday, June 27, 1996
Ms. Linda Lewis, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension E C E l V E
DWilmington, North Carolina 28405 p
JUL 011996 D
Subject: Ocean Isle Beach Motel Stormwater Plan
Ocean Isle Beach, North Carolina PROJvE2lG�d 4CX�
Dear Ms. Lewis
Thank you for your review comments dated May 3, 1996, pertaining to the Ocean Isle
Beach Motel Stormwater Plan. As you are aware, the plans were submitted to CAMA for
their approval also. We were waiting to receive their comments before responding to your
letter, because we wanted to see whether there were significant changes requested in the site
plan. Since they have required all parking and drainage structures to be removed from within
their 60' setback, the stormwater management design has had to be completely redesigned.
Enclosed are four sets of the revised plans, as well as a copy of the revised
calculations and a copy of the soils report. I believe the following revisions to the plans
address the concerns mentioned in your review.
1) We have included a typical building footprint and have labeled drives, walks, and
buildings on the plan. One reason this plan is a little harder to follow than most, is
that there are drives and parking areas located underneath the buildings;
2) The trench widths for the infiltration trenches have been revised. The revised
trench dimensions are shown on the plans, as well as in the calculations;
3) The revised calculations are based on differing trench widths for each trench.
These are shown in the calculations;
4) The pool deck is to be constructed of treated lumber;
5) A revised bypass plan has been designed, consisting of an additional pipe system,
which is separate from the infiltration pipe. The invert of the bypass pipe is no
lower than the top of the filter trench. The bypass water will not be run through the
infiltration pipe;
6) The Seasonal High Water Table is at an elevation of 6.5'. The system meets the
2' separation requirement;

7) According to the soils evaluation completed by Soil Tech Engineering, the soils on
this site are relatively clean, free draining sands, which generally contain less than
1.0% fines;
8) The expected average drawdown times of the system, for the first 1" of runoff,
are shown in the calculations. These times are based on an average infiltration
rate of 18 gal/SF/hour , as indicated in the soils evaluation;
9) The vegetated filters have been revised and relocated from those shown on
previous plans. The reference to vegetated buffers has been removed from the
plans.
Thank you for your helpfulness and willingness to work with us on this project.
Should you require any additional information, or have any comments, please do not
hesitate to contact our office.
Sincerely,
d��Z�
David B. Bowman, PE
President
East Coast Engineering
Company, P.A.
Enclosures
pc: Mr. Robert Neill
File: 96-0006 (Ocean Isle Beach Motel)

Coast Engineering
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JOB o M=Company,
P.A.
SUBJECTP.O.
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April 14, 1995
Ocean Isle Beach Construction Company, Incorporated
6000 Pro Shop Drive
Ocean Isle, North Carolina 28469
Attention: Mr. D. Carroll Williamson
Reference: Infiltration Testing
Ocean Isle Condominiums
Ocean Isle Beach, North Carolina
Job No. 701-95
Dear Mr. Williamson:
7650 MARKET STREET
WILMINGTON, NORTH CAROLINA 28405
OFFICE: 910-686-9114
FAX: [phone]
D E C E I V E
JUL 011996 D
PROJ.# �r"caCo4C�4"
Soil Tech Engineering, Inc. has recently completed an investigation of the
subsurface soils at the site of the proposed Ocean Isle Condominium project, planned on
Ocean Isle Beach, North Carolina.
Our investigation consisted of evaluating the subsurface soils for soil type
and infiltration rate. Two test borings were advanced on -site to a depth of 10 feet below
the ground surfaces. Each soil test boring, conducted in accordance with procedures
specified by ASTM D-1586, determined the consistency of the subsurface conditions and
provided a classification of the soils encountered to the depth of each boring. Selected
samples of this subsurface soils encountered were also tested for grain size analysis in
accordance with the American Society for Testing & Materials (ASTM) procedures
entitled ASTM D-422; Particle Size Analysis of Soils." Infiltration testing was also
conducted at three locations on -site at the approximate depth where the designed
stormwater discharge is anticipated.
Based on the results of our field and laboratory testing, the subsurface soils
were found to be a relatively clean, free draining sands, which generally contained less
than 1.0 % fines (material passing the No. 200 Sieve). Our infiltration testing determined
that a rate from 11.2 to 26.2 gallons per hour per square foot, should be used in design of
the stormwater discharge system. From our site observations of the subsurface
conditions, we predicted that the,seasonal high watertable is approximately 6 feet below
the existing ground surface.: Because of the close •proximity of the ocean, we anticipate
that during extreme high tides, this water level will be temporarily higher.

Ocean Isle Condominiums
April 14, 1995
Page Two
Attached please find the results of our testing. If you have any questions,
please contact us.
Very truly yours,
SOR�TECH ENGINEERING
Pail`cs A. Downing, Jr.
Manager
John S. Tunstall, P.E.
Staff Engineer
PADjr.JST/dm
701a4-14

-70 '1QP
Dunes
I 01 02 03
B-1 B-2
I Proposed Ocean Isle
Condominium
r
Beach Road
® Denotes Infiltration Testing
0 Denotes Soil Test Boring Location
North
��rJ
Ocean Isle Condominiums
Ocean Isle.Beach, N.C.
Job No. 701-95
ty

0 ft-
5 ft-
10 f t-
15 ft-
20 ft-
25 ft-
SOIL TEST BORING LOG
BORING # B-1
BLOWS/FOOT
SOIL DESCRIPTION 5 10 15 20
Brown Fine SAND 5
•
I5
•
Tan Fine SAND I
Brown Fine to • 7
Medium SAND
Boring terminated at
10 feet below the
surface.
BORING # B-2
BLOWS/FOOT
SOIL DESCRIPTION 5 10 15 20
Brown Fine SAND 4
•
Tan Fine SAND
Brown Fine to Mediu • 14
SAND
Brown Fine to • B
Medium SAND
• 12
Boring terminated at
10 feet below the
surface.
Groundwater was encountered at 8.0'•below the surface at B-j and
7.51 below the surface at B-2, at the time of boring.
Ocean Isle Condominiums
Ocean Isle Beach, NC

I orntoo 1
#1
PENETROMETER TESTING
OCEAN ISLE CONDOMINIUMS
OCEAN ISLE BEACH, NORTH CAROLINA
Job No. 701-95
Depth Blows per 13/4
Below (F1) Inch Increment
Soil Depth and
Description
0" - 3" White fine/medium
SAND
3" - 72" Tan fine/medium
SAND
No groundwater encountered to depth investigated
#2 0" - 4" White fine/medium
SAND
4" - 60" .' Tan fine/medium
SAND
60" - 72" White fine/medium
SAND
No groundwater encountered to depth investigated
#3
0" - 4b" .
Light Tan fine/
•.
medium SAND
40" - 48"
Tan fine/medium
SAND
48" - 72"
Light Tan fine/
medium SAND
No groundwater encountered to depth investigated

LOCATION
DEPTH:
#10
# 40
# 80
#200
PERCENT MOISTURE:
SOIL DESCRIPTION:
GRAIN SIZE ANALYSIS
OCEAN ISLE CONDOMINIUMS
OCEAN ISLE BEACH, NC
JOB NO.701-95
#1 #3
3"-72" 0"40"
% PASSING. BY WEIGHT
99.9 99.8
98.7 89.1
11.0 6.4
1.0 0.8
3.6 3.5
Light
..Tan
Tan
Fine to
Fine to
Medium
Medium
SAND
SAND
.z '

State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT
Governor WATER QUALITY SECTION
May 3, 1996
Mr. David Bowman, P.E.
East Coast Engineering
Post Office Box 2869
Shallotte, North Carolina 28459
Resources
Jonathan B. Howes
Secretary
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960404
Ocean Isle Beach Motel
Brunswick County
Dear Mr. Bowman:
The Wilmington Regional Office received a Stormwater Management Permit Application for Ocean
Isle Beach Motel on April 3, 1996. 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. I am unable to discern the buildings from the pavement. Please add some contrast or
provide the typical footprint of the building. Label all sidewalks, asphalt drives, steps, etc.
2. The trench detail shows two widths, 3' for Area A and 4' for Area B. There are no
notations on the plans as to what constitutes Area A and Area B.
3. The trench detail also shows a cross-section that is 3' wide and 30" high. You use an area
3' by 3' to calculate the storage volume. If a 3' x 30" area is used, the volume provided
will not be adequate. Please revise.
4. Please label the pool deck material. If it is concrete, show spot elevations and how the pool
deck will drain to the infiltration area.
5. The bypass you propose will not meet the State requirements. The pollutants in the first inch
will be flushed through the filter media by the incoming ninoff. The runoff must be
redirected before it has a chance to even reach the system.
127 Cardinal Drive Extension. Wilmington. N.C. 28405.3845 • Telephone [phone] • Fax [phone]
An Equal Oppormnity Affirmative Action Employer

Mr. Bowman
May 3, 1996
Stormwater Project No. SW8 960404
6. Please state in the calculations what depth the Seasonal High Water Table is, and whether
or not the system meets the 2' separation requirement.
7. Please state the type of soil, and it's expected infiltration rate.
8. Please calculate the expected dmwdown time of the system assuming static conditions.
9. Technically, the vegetated overflow areas are filters, not buffers. Buffers imply undisturbed
or planted areas that provide a screen between commercial and residential development. It
is not clear from the plans how the excess runoff from the front basins will be directed to
the vegetated filter areas.
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 2, 1996, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
/l
✓'Lt4'7A ✓"
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\960404.MAY
cc: (I_inda_Lew.isT
Central Files
K

(fir -;ram ;rrt�r'a r,
East Coast J
cUEngineering CompanPARR 0 3 �QQn 4918 Main Street
Fax: 917.754B0g9 Consulting Engineers 15W?q 0 464-Post Office Box 2869
Office: 910.754.8029---------------------5teettette, NC 28459
SMARTER
Monday, April 1, 1996
Ms. Linda Lewis, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Ocean Isle Beach Motel Stormwater Plan
Ocean Isle Beach, North Carolina
Dear Ms. Lewis:
We are pleased to submit for your review and approval two (2) sets of the project
plans, with supporting documentation included thereon, for the subject project. Enclosed
are two (2) copies of the hydraulic and hydrologic calculations. Also enclosed, are one (1)
original and one (1) copy each of executed Stormwater Management Permit Application and
the executed Underground Infiltration Trench Maintenance Requirements. Enclosed is a
check from our Client in the amount of $385.00 to cover the required application fee.
We have forwarded copies of the plans for approval of the Sedimentation and Erosion
Control portion of this project to Mr. Druid Roberson, Town of Ocean Isle Beach Erosion
Control Officer. We will forward the required major CAMA permit application to Mr. Ed
Brooks of the Division of Coastal Management this week.
We trust that you will find our submittal package in order and that this project
warrants your department's approval. We appreciate the assistance you gave us during the
presubmittal project coordination meeting in your office.
Should you require any additional information, or have any comments, please do not
hesitate to contact our office at your convenience.
Sincerely, l o
Alan C. Lewis, Vice -President
East Coast Engineering
Company, P.A.
Enclosures
pc: Mr. Robert Neill
File: 96-0006 (Ocean Isle Beach Motel)

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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
October 15, 1992
Mr. J. G. Johnson, A.I.A. A
Johnson/Renaud Architects P.A.
850 Beach Drive S.W.
Sunset Beach, NC 28468
RE: Ocean Isle Motel
Dear Mr. Johnson:
The letter is a response to the request that you and Mr. Ken Stewart made
of me during your office visit on Monday, October 12, 1992. I have reviewed the
site plat that you provided me of the current construction of the Ocean Isle
Motel to assess applicable provisions of the North Carolina Sedimentation
Pollution Control Act.
Reiterating our discussion, I expressed concern that the plat you provided
while only 15,000 square feet in size in of itself, might be part of a larger
project that is being phased in, in increments of less than one acre each in an
effort to (incorrectly) avoid the N.C. Sedimentation Pollution Control Act. As
I explained during our meeting, if a project is planned to exceed a total of one
acre anytime during its land disturbance or disturbances, sedimentation and
erosion control plan approval is necessary.
Although you and Mr. Stewart admitted that an adjacent site was also part
of the Ocean Isle Motel, the combined land disturbances would be approximately
one acre (no one was able to assure complete accuracy). Since the former phase
is complete and causing no problems and this phase is to less than 15,000 square
feet in total development, a sedimentation and erosion control plan is not deemed
necessary. If further phases of this project are planned, our office will
request that a total site plan be developed for this project.
We hope this clarifies the Land Quality Section position in this matter.
If you have further questions, please contact our office.
DES/dan
Sincerely,
Daniel Sams, P.E.
Wilmington Regional Engineer
Land Quality Section
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • telephone [phone] • Fax [phone]
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