SW8980346_HISTORICAL FILE_19981118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
9 $ l 1 1
YYYYMMDD

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
November 18, 1998
Mr. David Slikkers, President
S-2 Yachts, Inc.
725 East 40th Street
Holland, MI 49423
'AVern
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Revised Permit
Tiara Yachts
Stormwater Project No. SW8 980346
Onslow County
Dear Mr. Slikkers:
The permit dated November 12, 1998, for Tiara Yachts incorrectly listed the project location as
Carteret County. Please find enclosed a revised permit that correctly lists the location as Onslow County.
The copy recipients and the building inspector have been adjusted as well. The approved plans dated
November 12, 1998, remain in effect.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\LETTERS\980346.NOV
cc: Ron Cullipher, P.E.
Corann Harper, Onslow County Building Inspections
Janet Russell, DCM
W ilff—iington. Regional Office
Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

R
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
November 18, 1998
Mr. David Slikkers, President
S-2 Yachts, Inc.
725 East 40th Street
Holland, MI 49423
�0
— — a
�PYo
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 980346
Tiara Yachts
High Density Stormwater Project
Onslow County
Dear Mr. Slikkers:
The Wilmington Regional Office received the modification to the Stormwater Management Permit Application for Tiara
Yachts on October 9, 1998, with final information on November 9, 1998. 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 the modification to Permit No. SW8 980346 dated November 18, 1998, for the construction of Tiara
Yachts.
This permit shall be effective from the date of issuance until November 18, 2008, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory, hearing 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 (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\980346.NOV
cc: Ron Cullipher, P.E.
Corann Harper, Onslow County Inspections
Janet Russell, DCM
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 980346
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
S-2 Yachts, Inc.
Tiara Yachts
Onslow County
FOR THE
construction, operation and maintenance of an infiltration basin 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 November 18, 2008 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
I. 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 396,159 square
feet of impervious area. This basin must be operated with a minimum 50' long vegetated filter for all overflows in
excess of the design storm.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
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 15.25 acre project area within 575 feet (the AEC) of the ORW class waters of the Intracoastal Waterway is
limited to 166,072 square feet of built -upon area. This permit covers the construction of 159,635 square feet o built -
upon area within the AEC. No collection systems are allowed within the 575' ORW AEC.

State Stormwater Management Systems
. Permit No SW8980346
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Tiara Yachts
Permit Number:
SW8 980346
Location:
Onslow County
Applicant:
Mr. David Slikkers, President
Mailing Address:
S-2 Yachts, Inc.
725 East 40th Street
Holland, MI 49423
Application Date:
October 9, 1998
Water Body Receiving Stormwater Runoff:
Goose Creek
Classification of Water Body:
"SA"
Storm -water Control:
Infiltration Basin with wet detention
Basin Depth, feet:
Bottom Elevation, FMSL:
*Total Impervious Surfaces, ft':
Offsite Area entering Basin, III:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Type of Soil:
Expected Infiltration Rate:
Seasonal High Water Table Elevation:
Drawdown Time:
s orage area. a 1.5
runoff volume be collected in the wet pond, then pumped to the
infiltration basin. Overflows will occur from the wet pond through
a 50' vegetated filter.
4
18
396,159
None, per Engineer
47,663
63,270
21.42
Seabrook/Wando
1" per hour
15.5 FMSL
2.3 days
*impervious surfaces treated in the infiltration basin, not including the impervious area in the 575' AEC.
3

State Stormwater Management Systems
Permit No. SW8 980346
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
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 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.
It. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept clear.
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. Decorative spray fountains will not be allowed in the pond or basin.
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.
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.
9. Prior to the sale of any portion of the property, 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 of any portion of
the property.
10. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
IL The runoff from all built -upon area on the project must be directed into the permitted stormwater control system.
12. 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.
0

State Stormwater Management Systems
Permit No SW8 980346
13. 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.
g. Sale of any portion of the project area.
14. The Director may determine that other revisions to the project should require a modification to the permit.
15. 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.
M. GENERAL CONDITIONS
1. 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.
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 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 18th day of November, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t l.l_ r A,, / =A:6 ,A=A �
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980346

State Stormwater Management Systems
Permit No. SW8 980346
Tiara Yachts
Stormwater Permit No. SW8 980346
Onslow County
Engineer's Certification
I, 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,
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:
SEAL
Signature
Registration Number
Date

•State'of North Carolina
Department of EnN,ironment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. David Slikkers, President
S-2 Yachts, Inc.
725 East 40th Street
Holland, MI 49423
Dear Mr. Slikkers:
ArA
616 U,
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
November 12„1298
Subject: Permit No. SW8980346
Tiara Yachts
High Density Stormwater Project
C ret County
D9v5Go u�)
The Wilmington Regional Office received the modification to the Stormwater Management Permit Application for Tiara
Yachts on October 9, 1998, with final information on November 9, 1998. 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 the modification to Permit No. SW8 980346 dated November 12, 1998, for the construction of Tiara
Yachts.
This permit shall be effective from the date of issuance until November 12, 2008, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing 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 (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWATTERMIT\980346.NOV
cc: Ron Cullipher, P.E.
Katrina Marshall, Carteret County Inspections
Ter6 Barrett, DCM Morehead City
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10°/ post -consumer paper

State Stormwater Management Systems
Permit No. SW8 980346
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
S-2 Yachts, Inc.
Tiara Yachts
Carteret County
FOR THE
construction, operation and maintenance of an infiltration basin 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 November 12, 2008 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 396,159 square
feet of impervious area. This basin must be operated with a minimum 50' long vegetated filter for all overflows in
excess of the design storm.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
. permit.
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 15.25 acre project area within 575 feet (the AEC) of the ORW class waters of the Intracoastal Waterway is ,
limited to 166,072 square feet of built -upon area. This permit covers the construction of 159,635 square feet o built -
upon area within the AEC. No collection systems are allowed within the 575' ORW AEC.
2

State Stormwater Management Systems
Permit No. SW8 980346
DIVISION
OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Tiara Yachts
Permit Number:
S W 8 980346
Location:
Carteret Comity
Applicant:
Mr. David Slikkers, President
Mailing Address:
S-2 Yachts, Inc.
725 East 40th Street
Holland, MI 49423
Application Date:
October 9, 1998
Water Body Receiving Stormwater Runoff:
Goose Creek
Classification of Water Body:
"SA"
Storm -water Control:
Infiltration Basin with wet detentiont Th "
Pond Depth, feet:
Bottom Elevation, FMSL:
*Total Impervious Surfaces, ft2:
Offsite Area entering Pond, ft2:
Required Storage Volume, ft':
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Type of Soil:
Expected Infiltration Rate:
Seasonal High Water Table Elevation:
Drawdown Time:
s orage area. a 1.5
runoff volume be collected in the wet pond, then pumped to the
infiltration basin. Overflows will occur from the wet pond through
a 50' vegetated filter.
4
18
396,159
None, per Engineer
47,663
63,270
21.42
Seabrook/Wando
I " per hour
15.5 FMSL
2.3 days
*impervious surfaces treated in the infiltration basin, not including the impervious area in the 575' AEC.
3

State Stormwater Management Systems
Permit No. SW8 980346
H. SCHEDULE OF COMPLIANCE
The stonmwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
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 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.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept clear.
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. Decorative spray fountains will not be allowed in the pond or basin.
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.
8. 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.
9. Prior to the sale of any portion of the property, 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 of any portion of
the property.
10. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
11. The runoff from all built -upon area on the project must be directed into the permitted stormwater control system.
12. 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

State Stormwater Management Systems
Permit No. SW8 980346
13. 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.
g. Sale of any portion of the project area.
14. The Director may determine that other revisions to the project should require a modification to the permit.
15. 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.
M. 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.
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.
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 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 12th day of November, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�.1. C%.(ZU n ,r n)
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980346
5

State Stormwater Management Systems
Permit No. SW8 980346
Tiara Yachts
Stormwater Permit No. SW8980346
Carteret County
Engineer's Certification
t, 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,
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:
SEAL
Signature
Registration Number
Date

State of No Carolina _
Department of Environment and Natural Resources RYVED
Division of Water Quality OCT 0 9 1998
STORMWATER MANAGEMENT PERMIT APPLICATION QM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): ;', ,'• ,
TIARA YAcHrS ;'A' biytstorl of S-2 qtaci4rs, xNc _
2. Print Owner/Signing Official's name and title (the person who is legally resjiorisible for the facility and
its,conrpliance):
DAVI'D S`LIKKERS , PReBIOEN7
3. Mailing Address for person listed in item 2 above
JP-S EAST 40TH %JILEET`
CitV ROLLAUD State:�zip: 494.Z_� 3 539
Telephone Number. ( Cot G• 1- M E - 1 163' .
4. Project Name (subdivision,•facilily, or establishmentname,- should be, consistent with project name on
plans, specifications, letters, operation and maintenance agreements,etc.):
TiKe-A:.Y.A(z TS
5. Location of Facility (street address):
County O N S LG)N
3/
7. Latitude: Longitude 340 -tool 50 of facility
8. Contact person who can answer questions about the facility:
N R,►1Pini, 1���� _Telephone Number( 2SZ ') 2!J7-TJJ5
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an exist permit, list
the existaig permit number SW $ 9 $ O $4In and its issue date (if known)
Form SWU-101 April 1998 Page`I of 4

3. Specify the type of project (check one):
_Low Density High Density _Redevelop
_General Permit
Other
4. Additional Project Requirements (check applicable blanks):
_X—CAMA Major Sedimentation/Erosion Control
X404 Permit
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
-INREA WIVIN sTpEc WILL 815 :TR"TM IBI WyhEN5171 ANn SNP'S
2.
3.
5.
6.
Stormwater runoff from• this project. drains to the W WITE nA C .,River basin
27.9'o NE�J (175�
TotalProjectArea 43.60 acres 4. Project Built Upon Area: /o
(4A 2SAc_ AF14-C suaTaAcxl�cY Mwvj Rlio) 3S.4 %v TOT"SI11-
How many drainage basins does the project have? Z W/ Ga(I Sj �6; 2 J (/1BiLU (pl�S
Complete the following information for each drainage basin. If there are more than two drainage,basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
BasirilTriformahoii£- �
✓ s ,t Draina`"e,Basm,1= ' +'
:"%oft — gee'Basm 2
Receiving Stream Name
600se
Receiving Stream Class
SA
62W
Drainage Basin Area
11, 3 Acras
IS. 2
Existing Impervious* Area
N
se
Proposed Imervious"Area
5
435 P' 3-wo
% Impervious* Area (total)
Q
4.. ."
!Im ecvious�Suiface Area°R;
,, ���� Drainage�Basitt�l��,�;; ��°r,
�$� >,as;,. �ka}nage, Basm�2•,,�,ti
On -site Buildings
On -site Streets
On -site Parkin
5I' 6n'S
On -site Sidewalks
p
S
Other on -site
Sol 15
3 339 .-s
F u
Off -site
N
AAA
7.
SF
" Total: F,= I6 3 $C, Sr
" Impervious area is defined as the built upon area including, bu"t not "limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
How was the off -site impervious area listed above derived? Ly0 l" is p P( I GLOM
IV. DEED RESTRICTIONS AND 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 see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2. of 4

State of North Carolina
Department of Environment and Natural Resources REC17-'WED
Division of Water Quality OCT 0 9 1998
STORMWATER MANAGEMENT PERMIT APPLICATION O,_,RM
This form may be photocopied for use as an original
I. GENERAL INFORMATION ' • .
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project);
TIARA YACHTS i A` hlulSlorl OF S-2 gncgrsy ZNC . -
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its,compli.ance): ;
DAyi'O' S°uKKERS , PEJESIbeNT
3. Mailing Address for person listed in item 2 above: ;.
JP_S EAST 40TH 11KEET
c;lr ROLLAND state:-3 zip: A942� 3 5399
Telephone Number- ( Col G ). 392 163
4. Project Name (subdivision facility, or establishmentname_ should be, consistent with project name on
plans, specifications, letters, operation and maintenance agreements,, etc.):
T i A1ZA Y AC r s
5. Location of Facility (street address):
O 5 RbAbg.9O
City S A .s laoeQ A o c«><ty ONSWv�I
21
r,
7
Latitudes -17 Y 16' S I Longitude 3 a al SO I of facility
8. Contact person who can answer questions about the facility:
N-R?1J01A Q_ V II J , • L . Telephone Number ( 2 5 2 1 247- 7!J1 .
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existin permit, list
the existing pemut number S W 8 5j 80 34 a and its issue date (if known)
Form SWU-101 April 1998 Pagel of 4

3. Specify the type of project (check one):
_Low Density High Density _Redevelop
4. Additional Project Requirements (check applicable blanks):
A-CAMAMajorSedimentation/ErosiolnControl
III. PROJECT INFORMATION
_General Permit
X404 Permit
_Other
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative .
(one to two pages) describing stormwater management for the project.
I1REa w1ltuN $75'gF-c wlu. se TPM eq Low beNsiTJ Agn BMWs.
2.
3.
5.
6.
Stormwater runoff from, this project, drains to the Jt1TF_ C River basin.
21.9 %a: NEW_�nY�
Total Project Are& 43.40 acres 4. Project Built Upon Area: - /o
�42.O5Ac. AF71C%. sU8TP-4g1J0(r Nell NCoor w�
R/) 35.47o70rae.sI (;
How many drainage basins does the project have? it
Complete the following information for each drainage basin If there are more than two drainagebasins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
'Basin Informafi"o'n' GMG!MW
e8am:;1;w
a . ,;#Drama e Basm��i
Receiving Stream Name
005
Receiving Stream Class
$ A
oato
Draina a Basin Area
1 1 - Ug Acem
5.2
Existing Impervious* Area
N A
Proposed Im ervious" Area
s
43$ P 3.wO
% Impervious* Area (total)
800z,<}
Im
avows" Sirrfacce,Area
1,
, Drainage Basin ? i, ��'
# pi nap, 8asm 2 z ),zkww
On -site Buildings
I Sim
I S Z 33400
aps 2512
On -site Streets
On -site Parkin
F-
`r 1 6e SFr.
,
On -site Sidewalks
Q
p
Other on -site
30 I Is
3 339 .S
F u u
Off -site ;
•
' NIA
7.
SF
Total: E= Sir I6 3 (. S
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
How was the off -site impervious area listed above derived? N O'r A q eu cm E
IV. DEED RESTRICTIONS AND 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 see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2.of 4

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 covenant's will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another, individual or firm so that they may provide
information on your behalf, please complete this section:
MailingAddrem
• m .l 1 II T State.0
Phone: (Z5 Z. ) 2¢1 - 1 J-19
VI. SUBMITTAL REQUIREMENTS
Fax ( 2 5 Z ) 2*:2 - 7!!0 9
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• 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, parking, cul-de-sacs; sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required),
VII. APPLICANTS CERTIFICATION
I, (print or type name of person listed in General Infor mtion, item 2) *) A V 10 5L I KKZRS
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans; that the deed restrictions in accordance with Attachment
A of this form 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.
Date /O / `/f
Form SWU-101 April 1998 Page of

ATTACHMENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve t
subdivision and selling of lots or outparcels:
1. No more than _ square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued, by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside Swale except as necessary to provide a, minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5, Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. ,Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement,
Form SWU-108 Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit New, Modification"or Timely Renewal Without
Late Renewal - Modification
Low Density $225 n/a
High Density ® ' $225
Other $225 n/a
Directors Certification $350 ; n/a .1
General Permit $50 n/a
Form SWU-101 April 1998 Page 4 of 4

1.
NOV v 9
STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24 November 6, 1998
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms. Linda Lewis
NCDENR Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, N.C. 28405
RE: Stormwater Project No. SW8 980346 Modification
Tiara Yachts, Onslow County
Ms. Lewis:
The enclosed package contains the revised plans for Tiara Yachts. The following revisions as
noted in your October 14, 1998 letter have been made to complete the application:
The bluelines on the plans have been darkened to make the reading easier.
2. The issues concerning the wet pond's function have been resolved by our
discussion of the matter.
3. There is 50' of vegetative filter provided for any overflows from the wet detention
pond. The natural contours will induce sheet flowing of any overflow over a
vegetated area rather than a defined Swale with sloping sides. The overflow device
has been rotated to provide the 50' required and now contains a diffuser to spread
the flow as well as rip rap outlet protection.
4. Notations and detail arrangements have been modified to more clearly show the
location of the stormwater pump in relation to the overflow device. You will see
from the plan sheet as well as from the Overflow Device and Pump Basin Detail
that they are separate structures, only the Elevation View Detail shows the
combination of the two in profile.
5. A legend has been provided.
6. A distribution manifold has been added as a dispersion mechanism for the runoff
entering the infiltration basin. Plan and profile views are provided.
The information included in the calculations showing the proposed rerouting of
roof drainage has been added to the plans.
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
3961 A MARKET ST.
SUITE A
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]

Ms. Linda Lewis
November 6, 1998
Page 2
The issue of the drainage area for the infiltration basin has been resolved by our
discussion of this matter.
Please call with any questions.
Sincerely,
�� Q
Kathleen Gray

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 14, 1998
Mr. Ron Cullipher, P.E.
Stroud Engineering
151-A Highway 24
Morehead City, NC 28557
STUE?WFA
�
EL
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980346 Modification
Tiara Yachts
Onslow County
Dear Mr. Cullipher:
The Wilmington Regional Office received a Stormwater Management Permit Application for Tiara
Yachts on October 9, 1998. 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 darken up the bluelines. The notes and lines are very faint, and it is very difficult to
read the notes and to distinguish between proposed contours and impervious areas since both
are the same line type.
2. It is not necessary to provide a wet pond that is in compliance with the regulations, since it
will not be permitted. It is only a storage device. The infiltration area is the only system to
be permitted for this project. I can proceed with review of the plans as is, however, I thought
you needed to know this in case modifications could be made.
3. Because of the SA water classification, a 50' vegetated filter is required for any overflows
from the pond. Please add a detail of the vegetated filter to the plans. Remember that the
filter is NOT a ditch. It must be designed such that the overflows are spread out over the
width of the filter, and does not create a direct discharge to SA waters.
4. Please indicate the location of the stormwater pump station on the plans. The note by the pond
on the grading plan, indicates that the outflow structure contains the pump, but the outflow
elevation detail on the first detail sheet (the plans sheets are not numbered) does not show how
the pump station is connected to the outflow device. Does the fiberglass pump station fit down
inside the concrete box, or is it adjoining the overflow box from the outside? The overflow
elevation detail shows the 3" orifice coming into the concrete box, but the plan view above
it shows the orifice coming into the pump station. Please clarify.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post -consumer paper

Mr. Cullipher
October 14, 1998
Stormwater Project No
SW8 980346 Modification
5. Please provide a legend on the plans for all the various symbols used, such as for the marsh,
wetlands, filled wetlands, property lines, right-of-way, contours, spot elevations, etc.
6. Please provide and detail a dispersion mechanism for the runoff entering the infiltration basin,
so that the runoff is evenly distributed across the bottom of the basin.
7. There is a faint note on the plans within the area of the Phase 2 expansion building that says,
I think, that only 32,700 square feet of roof area is allowed to discharge to the ORW. While
it is good that the note is there, and the calculations have a building downspout plan that
shows the proposed rerouting, you must put this information on the plans. Very few
construction people look at the calculations- they only see the plans, so that information
should be on the plans..
8. The maximum drainage area fora single infiltration basin should be no more than 5 acres.
Please revise. For any requirement that is not met, justification must be provided.
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 November 14, 1998, 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
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980346.00T
cc: Linda Lewis
David Shkkers
Central Files

STROUD ENGINEERING, P.A.
Hestron Plaza One Suite 102
MOREHEAD CITY, NC 28557
[phone]
To N.C.hlunlr-�l.�, pp�q_C`c3AUTY
IZ71 C.At2.0)A)A4. -bit . F-XT.
Lj tc.rn t►1ELT0AU . PI.C. ZS1115
dCCOTIgn @IF 4MMMOVU11
ATTENTION
WE ARE SENDING YOU XAttached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
�MMR.M
•�i
THESE ARE TRANSMITTED as checked below:
For approval - ❑ Approved as submitted ❑ Resubmit copies for approval
Xfor your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKSRIFQ LS(---D PLAN.
COPY TO /
SIGNED:
N enclosures are not as noted, kindly notify us at once.

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iP 9d: 9eU 0-42 0a 001 48402 STOL� M fl'TE�
y2.J� DECEIVE �Itl/
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Wed
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OCT 0 91998 D �° �` 60-91-a
PROJ q D EM ✓W 28403
3QCof1 �� g*�n
DATE: April 12, 1998
SUBJECT: Revised land & soils evaluation of SW portions of the proposed Tiara Yacht Tract
(-44 acres) to determine 404-CAMA Wetland areas. Tract located at the end of
NCSR 1507, Swansboro South area, Onslow County, North Carolina.
TO: Tiara Yacht Company
c/o Mr. Ron Cullipher, PE
Stroud Engineering. Company, PA .
151-A NC Hwy 24, Hestron Plaza 11 Suite A
Morehead City, NC 28557 [phone]
The land & soils within SW portions of the Tiara. Yacht Tract (-44 acres) were evaluated to
determine potential 404-CAMA Wetland areas. The 1987 "Federal Wetlands Delineation Manual'
and NCDEH&NR-DCM CAMA regs were used to determine these wetland areas. The enclosed
land & soils map shows these areas and are discussed as follows:
The "YELLOW" Areas (see map) are moderately well drained, deep sandy upland soils. These
soils have an estimated seasonal high water static water table between +30 to 55 inches from
the surface based upon soil wetness indicators. Estimated permeability is +5-10 min/in (+6-12
in/hr) to +60" depths. These soil types should be considered as suitable for shallow or ultra
shallow placed (0 - 2.5 ft bottom depths) infiltration basin system with constructed sidewall berms
due to seasonal high water table depths. Soil types found are Seabrook and Wando. The tract
is relatively uniform within the respective soil groups delineated on the enclosed map. The major
variations are depths to seasonal high water table indicators. The better sites for stormwater
infiltration system usage are on the higher elevations, with marginal to unsuitable sites being at
intermediate to lower elevations. Careful planning and design should be exercised to insure
usable soil areas are reserved for stormwater infiltration treatment, and relatively preserved in
their natural state. Otherwise, the usable soil areas could be degraded to an unsuitable status
for stormwater infiltration basins. Soil logs can be provided upon request.
The "GRAY -MARSH SYMBOL"Areas (see map) are considered to be jurisdictional 404 Wetlands
that meet all the hydric soil & vegetative criteria, and hydrology to be defined as such and come
under U.S. Army Corps/EPA jurisdiction. These areas cannot be filled or surficially disturbed for
a change in land -use unless the proper Federal & 'State permits can be acquired. These 404
wetlands are likely to be considered as "adjacent':' wetlands and not eligible for many of the
nationwide fill permits. The 404 Wetland areas.. of concern were delineated in the field with
"pink/black-striped" flagging.

Page 2.
Tiara Yacht Tract, Stormwater & Wetlands
The'WHITE-MARSH SYMBOL'Areas (see map) are considered to be jurisdictional CAMA-404
Wetlands that meet all the hydric soil & vegetative criteria, and hydrology to be defined as such
and come under NCDEH&NR-DCM-CAMA and U.S. Army Corps/EPA jurisdictions. These are the
tidally influenced wetland areas. These areas cannot be filled or surficially disturbed except for
water dependent structures such as piers, docks, boat ramps, and etc. which also requires
permitting. The CAMA AEC zone is 575' landward of O.R.W. mean high tide and 75' landward
of other mean high tide lines. These were evaluated but not delineated in the field.
The remaining portions of the tract have not been evaluated as no development impacts are
anticipated. Careful planning and design should be exercised to avoid wetland areas and
preserve usable areas for stormwater treatment. Before initiating any construction the respective
permitting agencies should be contacted for their reviews and approvals.
Larry Balddwin, CPSS/SC
ARCPACS #2183; NCLSS #1040

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STROUD ENGINEERING, P
151 A Hwy. 24
MOREHEAD CITY, NC 285
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TIARA YACHTS
WET -DETENTION POND NO. 1
Outlet Control Device
Cd=
0.72
PipeDiameter(ft.)=
0.25
Pipe X-sect. Area(ft^2)=
0.049063
Storage Volume(cf)=
53115
Time increment(min.)=
30
Storage Height(ft)=
2
3" PVC ORIFICE
SH 13 or LZ
3,9 �Ys
Increment
Sum
Time
Height ::
Volume
Flow
Vout
Vnew
min.
min.
hr.
ft.
cf
cfs
cf
cf
30
30
0.5
2.000
53115.000
0.401
0.000
53115.000
30
60
1.0
2.000
53115.000
0.401
721.627
52393.373
30
90
1.5
1.973
52393.373
0.398
721.627
51671.747
30
120
2.0
1.946:., .
51671.747
0.395
716.708
50955.039
30
150
2.5
1.919
50955.039
0.393
711.755
50243.284
30
180
3.0
1.892
50243.284
0.390
706.802
49536.482
30
210
3.5
1.865
49536.482
0.387
701.848
48834.634
30
240
4.0
1.839'.,
48834.634
0.384
696.894
48137.740
30
270
4.5
1.813
48137.740
0.382
691.939
47445.801
30
300
5.0
1.787:
47445.801
0.379
686.984
46758.816
30
330
5.5
1.761..
46758.816
0.376
682.029
46076.787
30
360
6.0
1.735`
46076.787
0.373
677.073
45399.714
30
390
6.5
1.709
45399.714
0.371
672.117
44727.597
30
420
7.0
1.684
44727.597
0.368
667.161
44060.436
30
450
7.5
1.659
44060.436
0.365
662.204
43398.232
30
480
8.0
1.634
43398.232
0.362
657.247
42740.985
30
510
8.5
1.609 .
42740.985
0.360
652.289
42088.696
30
540
9.0
1.585 :.
42088.696
0.357
647.331
41441.365
30
570
9.5
1.560
41441.365
0.354
642.372
40798.993
30
600
10.0
1.536
40798.993
0.351
637.413
40161.580
30
630
10.5
1.512
40161.580
0.349
632.454
39529.126
30
660
11.0
1.488
39529.126
0.346
627.494
38901.632
30
690
11.5
1.465
38901.632
0.343
622.533
38279.099
30
720
12.0
1.441
38279.099
0.340
617.572
37661.527
30
750
12.5
1.418.
37661.527
0.338
612.611
37048.915
30
780
13.0
1.395
37048.915
0.335
607.649
36441.266'
30
810
13.5
1.372
36441.266
0.332
602.687
35838.579
30
840
14.0
1.349
35838.579
0.329
597.724
35240.855
30
870
14.5
1.327
35240.855
0.327
592.761
34648.095
30
900
15.0
1.305
34648.095
0.324
587.797
34060.298
30
930
15.5
1.283
34060.298
0.321
582.832
33477.465
30
960
16.0
1.261
33477.465
0.318
577.867
32899.598
30
990
16.5
1.239
32899.598
0.316
572.902
32326.696
30
1020
17.0
1.217 '.
32326.696
0.313
567.936
31758.760
30
1050
17.5
1.196.
31758.760
0.310
562.969
31195.791
30
1080
18.0
1.175
31195.791
0.307
558.002
30637.789
30
1110
18.5
1.154:.
30637.789
0.304
553.034
30084.755
30
1140
19.0
1.133
30084.755
0.302
548.066
29536.689

S}1 l�
or ZZ
30
1170
19.5
1.112':
29536.689
0.299
543.097
28993.592
30
1200
20.0
1.092
28993.592
0.296
538.127
28455.465
30
1230
20.5
1.071
28455.465
0.293
533.157
27922.308
30
1260
21.0
1.051
27922.308
0.291
528.186
27394.122
30
1290
21.5
1.032 :
27394.122
0.288
523.214
26870.907
30
1320
22.0
1.012
26870.907
0.285
518.242
26352.665
30
1350
22.5
0.992
26352.665
0.282
513.269
25839.396
30
1380
23.0
0.973
25839.396
0.280
508.296
25331.101
30
1410
23.5
0.954
25331.101
0.277
503.321
24827.779
30
1440
24.0
0.935:.,
24827.779
0.274
498.346
24329.433
30
1470
24.5
0.916
24329.433
0.271
493.370
23836.063
30
1500
25.0
0.898
23836.063
0.269
488.394
23347.670
30
1530
25.5
0.879 -
23347.670
0.266
483.416
22864.253
30
1560
26.0
0.861 -
22864.253
0.263
478.438
22385.815
30
1590
26.5
0.843
22385.815
0.260
473.459
21912.356
30 -
1620
27.0
0.825
21912.356
0.257
468.479
21443.877-
30
1650
27.5
0.807
21443.877
0.255
463.499
20980.378
30
1680
28.0
0.790
20980.378
0.252
458.517
20521.861
30
1710
28.5
0.773
20521.861
0.249
453.535
20068.326
30
1740
29.0
0.756
20068.326
0.246
448.552
19619.774
30
1770
29.5
0.739.19619.774
0.244
443.567
19176.207
30
1800
30.0
0.722 .
19176.207
0.241
438.582
18737.625
30
1830
30.5
0.706:,
18737.625
0.238
433.596
18304.029
30
1860
31.0
0.689
18304.029
0.235
428.609
17875.420
30
1890
31.5
0.673'
17875.420
0.233
423.621
17451.799
30
1920
32.0
0.657
17451.799
0.230
418.632
17033.167
30
1950
32.5
0.641
17033.167
0.227
413.642
16619.525
30
1980
33.0
0.626
16619.525
0.224
408.650
16210.875
30
2010
33.5
.0.610
16210.875
0.221
403.658
15807.217
30
2040
34.0
0.595:
15807.217
0.219
398.664
15408.553
30
2070
34.5
0.580
15408.553
0.216
393.669
15014.884
_
30
2100
35.0
0.565
15014.884
0.213
388.674
14626.210
30
2130
35.5
0.55f
14626.210
0.210
383.676
14242.534--
30
2160
36.0
0.536
14242.534
0.208
378.678
13863.856
30
2190
36.5
0.522
13863.856
0.205
373.678
13490.178
30
2220
37.0
0.5081.
13490.178
0.202
368.677
13121.501
30
2250
37.5
0.494
13121.501
0.199
363.675
12757.826
30
2280
38.0
0.480
12757.826
0.196
358.671
12399.156
30
2310
38.5
0.467.:
12399.156
0.194
353.665
12045.491
30
2340
39.0
0.454
12045.491
0.191
348.658
11696.832
30
2370
39.5
0.440''
11696.832
0.188
343.650
11353.182
30
2400
40.0
0.427
11353.182
0.185
338.640
11014.542
30
2430
40.5
0.415
11014.542
0.183
333.628
10680.914
30
2460
41.0
0.402
10680.914
0.180
328.615
10352.299
30
2490
41.5
0.390 '
10352.299
0.177
323.600
10028.700
30
2520
42.0
0.378
10028.700
0.174
318.583
9710.117
30
2550
42.5
0.366
9710.117
0.171
313.564
9396.553
30
2580
43.0
0.354.
9396.553
0.169
308.543
9088.009
30
2610
43.5
0.342%
9088.009
0.166
303.521
8784.488
30
2640
44.0
0.331'
8784.488
0.163
298.496
8485.993
30
2670
44.5
0.320.'.
8485.993
0.160
293.469
8192.524
30
2700
45.0
0.308
8192.524
0.157
288.440
7904.084
30
2730
45.5
0.296
7904.084
0.155
283.408
7620.675
30
2760
46.0
0.287':
7620.675
0.152
278.375
7342.300
30
2790
46.5
0.276
7342.300
0.149
273.338
7068.962
30
2820
47.0
0.266 '.
7068.962
0.146
268.300
6800.662

s)} I s vr- Z.Z
30
2850
47.5
0.256
6800.662
0.143
263.258
6537.404
30
2680
48.0
0.246
6537.404
0.141
258.214
6279.190
30
2910
48.5
0.236 ^
6279.190
0.138
253.167
6026.024
30
2940
49.0
0.227-.
6026.024
0.135
248.117
5777.907
30
2970
49.5
0.2181•;
5777.907
0.132
243.063
5534.844
30
3000
50.0
0.206'.
5534.844
0.129
238.007
5296.837
30
3030
50.5
0.199
5296.837
0.127
232.947
5063.890
30
3060
51.0
0.191
5063.890
0.124
227.883
4836.007
30
3090
51.5
0.182,
4836.007
0.121
222.816
4613.191
30
3120
52.0
0.174
4613.191
0.118
217.745
4395.446
30
3150
52.5
0.166
4395.446
0.115
212.669
4182.777
30
3180
53.0
0.157'
4182.777
0.113
207.590
3975.188
30
3210
53.5
0.150
3975.188
0.110
202.505
3772.682
30
3240
54.0
0.142
3772.682
0.107
197.416
3575.266
30
3270
54.5
0.135
3575.266
0.104
192.322
3382.944
30
3300
55.0
0.127 '
3382.944
0.101
187.223
3195.721
30
3330
55.5
0.120
3195.721
0.098
182.117
3013.604.
30
3360
56.0
0.113
3013.604
0.095
177.006
2836.598
30
3390
56.5
0.107
2836.598
0.093
171.889
2664.709
30
3420
57.0
0.100
2664.709
0.090
166.764
2497.945
30
3450
57.5
0.094
2497.945
0.087
161.633
2336.312
30
3480
58.0
0.088 :
2336.312
0.084
156.493
2179.819
30
3510
58.5
0.082.
2179.819
0.081
151.345
2028.474
30
3540
59.0
0.076
2028.474
0.078
146.189
1882.285
30
3570
59.5
0.071.
1882.285
0.075
141.023
1741.262
30
3600
60.0
0.066 .
1741.262
0.073
135.846
1605.416
30
3630
60.5
0.060
1605.416
0.070
130.658
1474.758
30
3660
61.0
0.056
1474.758
0.067
125.458
1349.300
30
3690
61.5
0.051
1349.300
0.064
120.244
1229.056
30
3720
62.0
0.046
1229.056
0.061
115.016
1114.040
30
3750
62.5
0.042
1114.040
0.058
109.772
1004.269
30
3780
63.0
0.038
1004.269
0.055
104.509
899.759
30
3810
63.5
0.034 '
899.759
0.052
99.227
800.533
30
3840
64.0
0.030`
800.533
0.049
93.922
706.611
30
3870
64.5
0.027:.
706.611
0.046
88.592
618.019
30
3900
65.0
0.023
618.019
0.043
83.233
534.786
30
3930
65.5
0.020
534.786
0.040
77.840
456.946
30
3960
66.0
0.017
456.946
0.037
72.409
384.536
30
3990
66.5
0.014
384.536
0.034
66.932
317.604
30
4020
67.0
0.012
317.604
0.031
61.401
256.203
30
4050
67.5
0.010
256.203
0.028
55.802
200.402
30
4080
68.0
0.008'
200.402
0.025
50.118
150.283
30
4110
68.5
0.006
150.283
0.021
44.326
105.958
30
4140
69.0
0.004 .
105.958
0.018
38.385
67.573
30
4170
69.5
0.003
67.573
0.014
32.231
35.342
30
4200
70.0
0.001
35.342
0.010
25.739
9.603
30
4230
70.5
0.000
9.603
0.005
18.614
-9.011
30
4260
71.0
-0.000
-9.011
ERR
9.703
-18.714 _
30
4290
71.5
-0.001 '
-18.714
ERR
ERR
ERR
30
4320
72.0
ERR
ERR
ERR
ERR
ERR
30
4350
72.5
ERR
ERR
ERR
ERR
ERR
30
4380
73.0
ERR.
ERR
ERR
ERR
ERR
30
4410
73.5
ERR
ERR
ERR
ERR
ERR
30
4440
74.0
ERR >
ERR
ERR
ERR
ERR
30
4470
74.5
ERR:.
ERR
ERR
ERR
ERR
30
4500
75.0
ERR _.
ERR
ERR
ERR
ERR

JOB
STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
D�_e'mine Frtic�io,v td3
1
C.
// %
. SHEET NO. � b pF V
CALCULATED BV 1
CHECKED BY .6�78•� • "�•_.
SCALE
y _ 3
C
63

Pump Performance SN % ! Of Z Z
35t-
MW■■MMMMMM■MM■■■■■■■■■■■■■
Ids!.
■■■Mm■■mMM■■■■■
MEN
■■■■■■
■M■■■■Mm■■Mm■■m■■m■■■■■■
••
.•
..
,M■■■■MM■MM■■■■■■■■■■■■■■
■■■■MM■■MM■■■■■■■■■■■■■■
■■■mMm■■■■■■■■■■■■■■■■■■
mmmmmmmmmmmm■mmm■■mm■■■■
■■■■■■■■■■■■■■■■■■■■■■■■
M
■■■■■mm■m■mmmmm■mm■■mm■mm■m■■■■■■■'
M■mm■■MMM■MM■MMMmam■■■■■■\�■■■■wm■
mm■■m■■■■■mmmm■
ONE
Ally
�;f�illl;IllR■■
:W%m:
•
■mm■Mm■mm■mmN'Jmf'L%■L'�Y�!'«r!I!l�iIL\■
■■I
,
■■■■■m■M■m■�IMM■m■■Iwm■m■\W
MEN
■■■■■■MM■/I[:'
i%1'-15411121►,m
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MMM■m■iim■■■llmrrM■M■MM■■
m\��■..
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■m■■mmmmm■m■■■■Mmmmmm■
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■■m■mmem■■m■m■■m■
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ai
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MM■mMM�m
m■:;:��\R'
■wtikaz
am■■Kle'_■■csm■■9-•
_
■■mmM■
:
ME
MW
WMmME11"
m
Mm■m■mmm
may■■■mm■r:.
��-m■m■Mom�9��m■m■m■■■
m
■■■m■M■ME1■M■�i�:l.l�Y11M
1\
■m■■■Mm■■■■■■
■m►�Em■m■■�
lem■■m■M■■m■■m■■■■m■■■■■m
■M■mm■■m■m■■■■m■mM
■■m._�rarJ�T:clrr:\r`mra,rM
■■mm■m■rMLIMMM■
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^•r vim••=.•.._..__ _ _____ _�� _�__� ._�_� r �.v Linµ yr^ i" anp pump lure end (nyorauiic) euiciency. Motor data based on 40•C ambient temperature.
Available Models
.`. Motor Electrical.
Data
Service
Service
NEC
Start
Run ''
Factor
Run
Factor
Stan
Run
Code
Service
Standard
HP
1
Volts
230
Phase
1
Amps
50
Amps_
8
Amps_
10
KW
- 1.2
KW
1.6
KVA
11.5
KVA
1.8
Letter
J
Factor
1.2
3WHV10M4-21
3WHV10M4-03
1
200
3
36
5.4
.6.2
1.3
1.5
12.5
1.a
K
1.2
3WHV10M4.23
1
230
3
- 32
4.5
.-5.4
1.2
1.5
12.7
1.8
K
1.2
3WHV10M4-43
1
460
3
19
2.3 ..
.2.7
1.2
1.5
15.1
1.8
M
1.2
3WHV10M4-53
1
575.
3
13
1.0_.
-. 2.2
1.2
1.5
12.7
1.8
J
1.2
VW-21
1.5
230
1
50
10 -,
�::.. 12
1.6
1.9
11.5
2.3
J
1.2
3WHV75M4-03
1.5
200
3
36
6.6
'_ " 8
1.6
1.9
12.5
2.2.
K
1.2'
3WHV75M4-23
1.5
230
3
32
5.5
`' 7
1.6
1.9
12.7
2.2
K
12
3WHV15M4-43
1.5
460
3
19
2.8
- 3.5
1.6
1.9
15.1
2.2
M
1.2
3iKtlV1.5M4-5
5
73
13
2.2
16_1.3
127
2.2
3WHV20M4-01
2.
200
1
78
15
18
2.1
2.5
15.6
3.0
J
1.2
3WHV20M4.21
2.
230
1
64
12 "
.` '-14.4
1.9
2.3
14.7
2.8
J
1.2
3WHV20104-03
2
200
3
44
8.4
;"9.3
1.8
2.3
15.2
2.8
J
12
3WHV20M4-23
2
230
3
40
7
', 8.6
1.8
2.3
15.9
2.8
J
1.2
3WHV20M4-43
2
460
3
23
3.5 :.
4.3
1.8
2.3
10.3
2.8
L
1.2
3WHV20M4-53
2
575
3
16
2.8
'. 3.4
1.8
2.3
15.9
2.8
J
1.2
3WHV30M4-21
3
230
1
101
21
26
2.5
3.0
23.2
4.8
J
1.2
3WHV30M4-03
3
200
3
66
15
18
3.5
4.5
22.8
5.2
J
1.2
3WHV30M4.23
3
230
3
58
12
,' 15.6
3.5
4.5
23.1
4.8
J
1.2
3WHV30M4-43
3
460
3
29
6
.' 7.8
3.5
4-5
23.1
4.8
J
1.2
3WHV30M4-53
3
575
3
21
5
6
3.5
4.5
20.9
5.0
H
1.2
3WHV5OM4-21
5
230
1
101
34
- 34
4.0
4.0
23.2
Ze
J
1.0
3WHV5OM4-03
5
200
3
66
24
24
6.0
6.0
22.8
8.3
J
1.0
3WHV50M4-23
5
230
3
58.
21
,:: 21 ..
6.0
&0
23.1
8.3
J
1.0
3WHV50M4.43
5
460
3
29
10.5-1"10.5
6.0
6.0
32.1
8.3
J
1.0
3WHV50M4.53
5
575
3
21
8.4
8.4
6.0
6.0
20.9
8.3
H
1.0
K3612 3/95
Motor Efficiancies and Power Factor
Motor Efficiency %
Power Factor
Service
service
Factor
100%
'M/
50%
Factor
100%
75%
50%
HP
Phase
"
Load •
Load
ad
Load
Load
Load
Load
1
1
68
64
:'58
49
68
66
60
50
1
3
70
66 -
' 60
51
70
67
61
47
1.5
1
69
68
,' 65
59
69
68
61
48
1.5
3
71
70
/' 68
60
70
70
62
49
2
1
73
73
'71
1 68
70
69
63
50
2
3
71
70
:,68
61
66
65
52
42
3
1
70
70
�; 67
59
51
51
49
45
3
3
74
73.5 '
69.5
61.5
72
70.5
62.5
52
5
1
70
.70
:.69
65
51
51
50
47
5
3
74
74
'72
67
72
72
64
58
MMS ® F. E. Myers, 1101'Myers Parkway, Ashland, Ohio 44805-1969
419/289-1144 •FAX: [phone] • TLX: 98-7443
Printed in USA.

V3WHV Series
Non -Clog Submersible Pumps
Specifications.
PUMP MODEL — Pump shall be Myers Model Number 3WHV Non -Clog Submersible Pump with 2
vane enclosed impeller. All openings in pump impeller and volute case to be large enough to pass a 2-
1/2" diameter sphere. Discharge flange shall:6e vertical three (3) inch standard.
OPERATING CONDITIONS — Pump shall have a capacity of GPM at a total head of
feet and shall use a ,HP motor operating at RPM.
MOTOR — Pump motor shall be of the sealed_ submersible type rated HP at RPM 60
Hertz. Motor shall be for single phase 230 volts or three phase 200 volts 230 volts
460 volts or 575 volts Single phase motors shall be of capacitor start,
capacitor run, NEMA L type. Three phase motors shall be NEMA B type.
Stator winding shall be of the open type with Class B insulation good for 130 degrees C. maximum
temperature. Winding housing shall be filled with a clean high dielectric oil that lubricates bearings and
seals and transfers heat from winding and rotor to outer shell. Air -filled motors which do not have the
superior heat dissipating capabilities of oil -filled motors shall not be considered equal.
Motor shall have two heavy duty ball bearings to support pump shaft and take radial and thrust loads.
Ball bearings shall be designed for 50,000 hours B-10 life. Stator shall be heat shrunk into motor
housing. On single phase motors a line break overload shall be attached to the windings to'stop the
motor if the temperature of the winding is more.than 130 degrees C. This overload will automatically
reset when the motor cools to safe operating.temperature. On three phase motors overcurrent protec-
tion should be provided in the control panel.. The common pump -motor shaft shall be of 416 stainless
steel.
SEAL — Motor shall be protected by a mechanical seal. Seal faces shall be lubricated by the oil -filled
motor housing above seal. Seal faces shall be carbon and ceramic and lapped to a flatness of one light
band. Seal faces of tungsten carbide are optional.
IMPELLER — The impeller shall be cast ductile iron and of the 2 vane non -clog enclosed type. Vane
inlet tips shall be carefully rounded to prevent_stringy material from catching in vanes. Pump -out vane
shall be used in front and back chamber. Impeller shall be dynamically balanced.
Impeller to be driven by stainless steel shaft tiey.and impeller held in place with lock screw and washer.
Impeller and motor shall lift off of case as a unit without disturbing discharge piping.
PUMP CASE — The volute case shall be cast iron and have a flanged center line discharge: Dis-
charge flange shall be three (3) inch standard.with bolt holes straddling center line. The volute shall
have integrally cast legs for mounting pump on bottom of wet well.
PUMP AND MOTOR CASTING — All castings shall be of high tensile cast iron and shall be treated
with phosphate and chromate rinse.
ts
All fasteners shall be 302 stainless steel.
POWER CABLES — Power cable shall be double sealed. Cable entry into cord cap shall be sealed by
a cord grip fitting. Individual wire entry into top, of motor housing shall be sealed by a rubber compres-
sion sealing grommet.
<: ! Insulation of power cable shall be type SOW/SOW-A.
t'"K3517 3196

3WHV Series
Non -Clog Submersible Pumps
Specifications
PUMP MODEL — Pump shall be Myers Model Number 3WHV Non -Clog Submersible Pump with 2
vane enclosed impeller. All openings in pump impeller and volute case to be large enough to pass a 2-
1/2" diameter sphere. Discharge flange shall be three (3) inch standard.
OPERATING CONDITIONS — Pump shall have a capacity of GPM at a total head of
feet and shall use a HP motor operating at RPM.
MOTOR — Pump motor shall be of the sealed submersible type rated HP at _.RPM 60
Hertz. Motor shall be for single phase 230 volts' or three phase 200 volts 230 volts
460 volts or 575 volts 'Single phase motors shall be of capacitor start,
capacitor run, NEMA L type. Three phase motors shall be NEMA B type.
Stator winding shall be of the open type with Class B insulation good for 130 degrees C. maximum
temperature. Winding housing shall be filled with a clean high dielectric oil that lubricates bearings and
seals and transfers heat from winding and rotor to outer shell. Air -filled motors which do not have the
superior heat dissipating capabilities of oil -filled motors shall not be considered equal.
Motor shall have two heavy duty ball bearings, to support pump shaft and take radial and thrust loads.
Ball bearings shall be designed for 50,000 hours B-10 life. Stator shall be heat shrunk into motor
housing. On single phase motors a line break overload shall be attached to the windings to stop the
motor if the temperature of the winding is more than 130 degrees C. This overload will automatically
reset when the motor cools to safe operating temperature. On three phase motors overcurrent protec-
tion should be provided in the control panel. The common pump -motor shaft shall be of 416 stainless
steel.
SEAL — Motor shall be protected by a mechanical seal. Seal faces shall be lubricated by the oil -filled
motor housing above seal. Seal faces shall be'carbon and ceramic and lapped to a flatness of one. light
band. Seal faces of tungsten carbide are optional.
IMPELLER — The impeller shall be cast ductile iron and of the 2 vane non -clog enclosed type. Vane
inlet tips shall be carefully rounded to prevent stringy material from catching in vanes. Pump -out vane
shall be used in front and back chamber. Impeller shall be dynamically balanced.
Impeller to be driven by stainless steel shaft key and impeller held in place with lock screw and washer.
Impeller and motor shall lift off of case as a unit without disturbing discharge piping.
PUMP CASE — The volute case shall be cast iron and have a flanged center line discharge. Dis-
charge flange shall be three (3) inch standard with bolt holes straddling center line.
PUMP AND MOTOR CASTING — All castings shall be of high tensile cast iron and shall be treated
with phosphate and chromate rinse.
All fasteners shall be 302 stainless steel.
POWER CABLES — Power cable shall be double sealed. Cable entry into cord cap shall be sealed by
a cord grip fitting. Individual wire entry into top, of motor housing shall be sealed by a rubber compres-
sion sealing grommet.
Insulation of power cable shall be type SOW/SOW-A.
K3123 3/96

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Myers, Environmental
Systems
"V3WHV" SERIES NON -CLOG
SE 2-9 ES-2292

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"Cross Bars can't turn... twist ... or: fall out!" Rectangular
Br
GAL Series
Exclusive design provides a high strength -to -weight ratio, minimum deflection, greater installa-
tion ease and maximum safety. Exclusive swaging and forming process prevents the cross bars
from turning, twisting, coming loose or falling out. Aluminum Grating is non -rusting and its cor.
rosion resistant features make it highly desirable where chemical conditions prevail.
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GAL-INA
18•
GAL100AQ
2.16
SGAL-IWA
2.28
SGAL100 -2
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1,09
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3.25
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2.69
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2,23
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2.78
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3.18
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3.30
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GALISOA
2.61
GAL150AT
2.93
SGAL150A
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1LUEBY qIn

MEMORANDUM
TO: DAVID SLIKKERS, TIARA YACHTS
FROM: RON CULLIPHER, STROUD ENGINEERING
DATE: 9/29/98
SUBJECT: PERMIT MODIFICATIONS
PLEASE FIND ENCLOSED SET OF DRAFT LETTERS, PERMIT APPLICATIONS, AND
CONSTRUCTION DRAWINGS AS DISCUSSED. WE DID LOCATED THE REQUESTED
REVISIONS SUBMITTED BY McKIM & CREED AND HAVE INCORPORATED THEM
INTO THE DRAWING PACKAGE.
AT THIS TIME, THE ONLY RE -SUBMITTAL FEE IS FOR THE STORMWATER
MANAGEMENT PLAN. THE CHECK SHOULD BE MADE PAYABLE TO "NC DIVISION!
OF WATER QUALITY" IN THE AMOUNT OF $385.00.)
THERE ARE SEVERAL LOCATIONS ON THE STORMWATER PERMIT IN WHICH
YOUR SIGNATURE IS REQUIRED!
FORM SWU-101 PG 3
FORM SWU-102 PG.3 AND ALSO HAVE SIGNATURE NOTARIZED
FORM SWU-103 PG 3 AND ALSO HAVE SIGNATURE NOTARIZED
PLEASE SIGN AND HAVE NOTARIZED AND RETURN WITH THE SUBMITTAL FEE TO
MY OFFICE FOLLOWING YOUR REVIEW OF THE PLAN.
THE PREVIOUS WETLAND IMPACTS TOTALED 0.24 ACRES AND WAS UTILIZED
EXCLUSIVELY FOR THE REROUTING OF THE MAIN ROAD. THE NEW PROPOSED
WETLANDS FILL IS EQUAL TO 0.29 ACRES RESULTING IN A GRAND TOTAL OF 0.53
ACRES. THIS TOTAL IS BELOW THE 1 ACRE THRESHOLD THAT REQUIRES
MITIGATION AND SHOULD BE PERMITTABLE.
cc:
TOM ROUSE
BILL OWENS
STEVE NEERHOOF

6
PRELIMINARY LAND, SOILS, & WETLANDS MAP OF PORTIONS
OF THE TIARA YACHT TRACT (-" acres) FOR
ON -SITE STORMWATER TREATMENT SUITABILITY AND 404/CAMA WETLANDS
Swansboro South Area - Onslow County - North Carolina
SOIL fc"'Z'*
(Not Evaluated)
(Not Evaluated)
Existing
(Not Evaluated)
(Not Evaluated)
-Y-7
10
A,
O
Water Tower
z
E>osting
septic Fiekfs
(Not Evaluated)
E)dsting
Boat
Ex sting
Basin
M
Road R/W
E)dsting
Building
Yoga
Al�
SCALE: I Inch = 300 Feet 4,
Al.:
(all lines paced & approx)
Revised APRIL - 1998
LAND MANAGEMENT GROUP, INC. tnctacaa
Moderately well drained upland soils with sand to loamy sand textures throughout. Estimated permeability
<5-10minAnch(+6-12in/hr). Estimated seasonal high static water table +30-55 inches from surface.
Wando and Seabrook sail types.
404 Wetland areas that should come under U.S, Army Corps/EPA jurisdictions. Areas shown are flagged
in field with "piriMlack-striped" flagging, other wetland areas not evaluated.
'r -- -F: CAMA-404 Welland areas that should come under NCDEH&NR-DCM & U.S. Army Corps jurisdictions.
y . These areas were not delineated in the field.