SW8980346_HISTORICAL FILE_19980624

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Cy] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lqq g ouz2 A
YYYYMMDD

,V' ...
June 24, 1gg8
Mr. David Slikkers, President
S-2 Yachts, Inc.
725 East 40th Street
Holland, MI 4g423-53g2
Project
Dear Mr. Slikkers:
Subject: Permit No. SW8 g8O346
Tiara Yachts
High Density Commercial Stormwater
Onslow County
The Wilmington Regional Office received the Stormiwater Management Permit Application for
Tiara Yachts on March 27, 1gg8, with final information on June 24, 1gg8. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Storm water Regulations set forth in Title 15A NCAC 21-1.1000. We are forwarding Permit
No. SW8 g8O346 dated June 24, 1gg8, for the construction of Tiara Yachts.
This permit shall be effective from the date of issuance until June 24, 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 odjudicatory 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 15013 of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless suck
demands are made tkis permit ska(I be final and binding.
If you have any questions, or need additional information concerning tkis matter, please
contact Linda Lewis, or me at (q10) 3q5-3g00.
Sincerely,

Rick Sliver, P.G.
Regional Water Quality Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMM,780346.JUN
cc: Ron Culliptier, P.E.
Corann Harper, Onslow County Inspections
Tere Barrett, DCM Morekead
Linda Lewis
Wilmington Regional Office
Central Files

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 tke provisions of Article 21. of Ckapter 143, General Statutes of Nortk
Carolina as amended, and otker applicable Laws, Rules, and Regulations
PERMISSION IS HEREI3Y GRANTED TO
S 2 YaeAes, /nc.
Tiara YaeAts
Ons/ow County
FOR THE
construction, operation and maintenance of an underground infiltration ckamber system and
an infiltration basin in compliance with tke provisions of 15A NCAC 2H .1oOO (kereafter
referred to as tke 'stormwater ru/esl and tke approved stormwater management plans and
specifications and otker supporting data as attacked and on file with and approved by tke
Division of Water Quality and considered a part of this permit.
Tkis permit shall be effective from tke date of issuance until June 24, 2008 and shall be subject
to tke following specified conditions and IiMitation5:
3

State Stormwater Management Systems
Permit No. SW8 980346
I. DESIGN STANDARDS
1. Tkis permit is effective only with respect to the nature and volume of stormwater
described in tke application and otker supporting data.
2. This stormwater system has been approved for tke management of stormwater runoff as
described on page 3 of tkis permit, tke Project Data Skeet. Tke stormwater controls
leave been designed to kandle tke runoff from a total of 333,24q square feet of
impervious area. All overflows from tke infiltration ckavmbers and basin are designed to
disckarge tkrougk a so' long vegetated filter.
3. Approved plans and specifications for tkis project are incorporated by reference and are
enforceable parts of tke permit.
4. Tke tract will be limited to tke amount of built -upon area indicated on page 3 of tkis
permit, and per approved plans.
5. Tke existing fill on tke parking area must be removed to tke clean sand underneath, and
backfilled witk suitable well drained soil.
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Tiara Yackts
Permit Number: SW8 g8O34(o
Location: Onslow County
Applicant: Mr. David Slikkers, President
Mailing Address: S-2 Yackts, Inc.
725 East 4Otk Street
Holland, MI 4g423-53g2
G:

State Stormwater Management Systems
Permit No. SW8 980346
Application Date: Marck 27, 1g98
Water Body Receiving Stormwater Runoff: Goose Creek/ICWW
Classification of Water Body: "SA/SAORW"
CB 1-s Co 6-10 CB 11-is CB 1✓v-20 BASIN
Ckamber/Basin Bottom Elevation, feet: 18.5 17.5 17 16.5
12.
Total Impervious Surfaces, ftz:
63,748 g9,834
Future Pkase II building, ftz
75,000
Offsite Area entering Pond, ft7
Required Storage Volume, ft3:
11,8g4
Provided Storage Volume, ft3:
13,342
Weir Overflow Elevation, FMSL:
Envirockamber Specifications:
load.
15,ggq 26,248 2g,415
None, per Engineer
1-,gOO 3,117 3,4g3 7,570
2,185 3,626 4,Og2 8,021
20.5 1g.5
1g
18.5
1-3.78
75" x 34" x
12", 87
gallon
capacity,
H-20 live
Provided Lengtk of EnviroCkamber, feet: 1,175
n/a
1,g5O 2,200 4312.5
W1

Controlling Orifice:
Type of soil:
Expected Infiltration Rate:
Seasonal High Water Table Elevation:
Drawdown Time, hours:
State Stormwater Management Systems
Permit No. SW8 980346
weir overflow/bypass piping to 50' vegetated filter
Historic fill with clean sand underneath
6" per hour
14.5 MSL
1-4 1.6 14 14 35.6
6. Deed restrictions must be recorded prior to the sale of any outporcel or future area
shown on the approved plans to ensure that future owners are made aware of the
built -upon area limitations. The following statement must be recorded:
"To ensure continued compliance with the NC Division of Water Quality
Stormwater Management Permit Regulations, 15A NCAC 2H.1OOO, the future
area as shown on the approved plans is limited to 75,000 square feet of
built -upon area, inclusive of that portion of the rigkt-of-way between the front
lot line and the edge of the pavement, structures, pavement, walkways of brick,
stone, slate, but not including wood decking or the water surface of swimming
pools."
"All built -upon area from the future area must be directed into the permitted
infiltration basin stormwater control system."
"Additional built -upon area will require a permit modification."
"The connection into the stormwater control shall be made suck that
short-circuiting of the system does not occur."
7. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area. The runoff from all built -upon area outside of the
575' AEC must be directed into an engineered stormwater control system.
0

State Stormwater Management Systems
Permit No. SW8 980346
8. Tke following itewts will require a modification to tke permit:
a. Any revision to the approved plans, regardless of size.
b. Project name ckange.
C. Transfer of ownerskip.
d. Redesign or addition to tke approved amount of built -upon area.
e. Further subdivision of tke project area.
f. Filling in, altering, or piping of any vegetative conveyance skown on the approved
plan.
In addition, tke Director may determine tkat otker revisions to tke project skould
require a modification to tke permit.
q. Tke Director may notify the permittee wken tke permitted site does not meet one or
more of tke minimum requirements of tke permit. Witkin the time. frame specified in tke
notice, tke permittee skall subunit a written time schedule to the Director for modifying
the site to meet minimum requirements. Tke permittee shall provide copies of revised
plans and certification in writing to tke Director tkat the ckanges kave been made.
9-O. The. area inside tke 575' AEC is proposed to trove as,00s square feet of impervious area.
Tke impervious area inside tke AEC must be maintained at 2s7. witk no engineered
systems, and no direct disckarges to surface waters.
It. SCHEDULE OF COMPLIANCE
1-. Tke permittee will comply witk the following schedule for construction and maintenance
of tke stormwater management system:
a. Tke stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to tke construction of any
built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of
tke system will be repaired immediately.
Fi

State Stormwater Management Systems
Permit No. SW8 980346
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 its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 montks).
b. Sediment removal in the basin, control boxes, and EnviroChombers.
C. Immediate repair of eroded areas of the site..
d. Mowing, revegetation and maintenance of side slopes of the basin in accordance
with approved plans and specifications.
e. Debris removal, repair and unclogging of bypass structures, control boxes, catch
basins and piping.
F. Access to the infiltration units and basin must be available at all times.
g. The vegetated filter will be kept grassed with no erosion. The spreader mechanism
will be kept clear.
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.
S. 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.
6. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days
of the date of the recording. The recorded copy must be signed by the permittee, dated,
H

State Stormwater Management Systems
Permit No. SW8 980346
stamped with the deed book number and page, and bear tke stamp of tAe Register of
Deeds.
7. A copy of tke approved plans and specifications skall be maintained on file by tke
Permittee for a minimum of ten years from tke date of tke completion of construction.
s. Prior to tke sale of any portion of tke property, an access1maintenance easement to tke
stormwater facilities skall be granted in favor of tke permittee if access to tke
stormwater facilities will be restricted by tke sale of any portion of tke property.
III• GENERAL CONDITIONS
1- Tkis permit is not transferable. In tke event tkere is a desire for tke facilities to ckange
ownership, or tkere is a name ckange of tke Permittee, a formal permit request must be
submitted to tke Division of Water Quality accompanied by an application fee,
documentation from tke parties involved, and other supporting materials as may be
appropriate. Tke approval of this request will be considered on its merits and may or
may not be approved.
2. Failure to abide by tke conditions and limitations contained in tkis permit may subject
tke Permittee to enforcement action by tke Division of Water Quality, in accordance witA
Nortk Carolina General Statute 1-443-215.6A to 143-215.6C.
3. Tke issuance of this permit does not preclude the Permittee from complying witk any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (loca(, state, and federal) wkick leave jurisdiction.
4. In tke event tkat tke facilities fail to perform satisfactorily, including tke creation of
nuisance conditions, tke Permittee skall take immediate corrective action, including tkose
as may be required by tkis Division, suck as tke construction of additional or replacement
stormwater management systems.
5. Tke permit -tee grants DENR Staff permission to enter tke property for tke purpose of
0

State Stormwater Management Systems
Permit No. SW8 980346
inspecting all components of tke permitted stormwater management facility.
6. Tke permit may be modified, revoked and reissued or terminated for cause. Tke filing
of a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
Permit issued this tke 24tk day of June, 11gg8.
NORTH CAROL-INA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
13y Authority of tke Environmental Management Commission
Permit Number SW8 g8O346
10

State Stormwater Management Systems
Permit No. SW8 980346
Tiara Yachts
Stormwater Permit No. SW8 98O34ro
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,
(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.
11

State Stormwater Management Systems
Permit No. SW8 980346
Noted deviations from approved plans and specification:
Signature
RegistratiovL Number
Date
SEAL
12

JUL. -07' 98
10;07 OEHNR COSTAL MG1MT TEL;919 733 1495 P.001
,+.sP NCRTH G4RCL1NA DEPARTMENT CF
ENVIRONMENT ANG NATiwnAL RESOURCES
QMSICN OF COASTAL MANAGVMENT
(� zo--2�
FAX TRANSMISSION
sa
TO:
OFFICE:
FROM: �`--
r PAGES:
(indUdin, CDVersheet)
C0NMENTS:
P.glvox`7107. �u10 Ne wY�l 7ea7/273B C!PliL eivc.. FIAL919H. NC 27904
'"� '�"`'` PMONl919 77:Z^97 ►AX 91�77� la9J

dub.-u/ 9611uhl lU:u/
Penult Class
ubHNK UMAL mural
Ihb YIv QJ IUD
r. uU
Permit Number
NEW
STATE OF NORTH. CAROLINA
Department of Envir'onmetit and. Natural Resources
and
Coastal Resources Commission
Prritt^
.for'
X Major Developmon[ in an Area df Envlionrnental Concern
pursuant to NCGS Ii3A-1i9 '
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Tiara 'Yachts, c/o S-2 Yachts, Inc., 725 E. 40th Street, Holland, Michigan 49423-5392
82-98
authorizing development in 011stOW County at Goose Creek and the AIWW, off of SRI507,
in Swansboro Township , as requested in the permittec's application dated 3/13198 including work
drawings listed in Condition No. 1.
This permit, issued on —0— Ct FS is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to u fine, imprisonment or civil action; or may cause the permit to be null ,and void.
Prolgct Plans',"
1) The project authorized herein must he q#edout in strict .complianN
Sheet I of 5, "Site Plan -- Tiara Yachts" dated revised 5/18/98; shee
revised 4/15/98; sheet 3, "Dredging, Boat Dock and Bufkhead
"Stormwater Management Plan" dated revised 4/15/98 (with final in
and sheet 5 of 5, "Erosion Control Plan" dated revised 4/15/98,;
between plans and/or plans and the application, the most recent pia
by the Division shall be followed, e.g., breakwater deleted fron
authorized.
(See attached sheets for Additional Conditio
This permiLaction may be appealed by the pemtittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to worst
initiation or continuance, as the case maybe.
This permit must be accessible on -sire to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requlres further Departmental approval.
All work must cease when the permit expires on
December 31. 2001
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the Noah Carolina
Coastal Management Program.
Signed by the'ati[ho
Chairman pf.the Cc
u rcasources 6,arnrn168ten. t - "+ t
This permit and its Conditions are
>y accepted

JUL,.-07'98(TUE) 10:08 DEHNR COSTAL MGMT
TEL:[phone] P.003
Tiara Yachts/S-2 Yachts, Inc. Permit #92-98
Page 2 of
ADDITIONAL CONDITIONS
9IIchead
2) The bulkhead will not be positioned farther waterward than an average of'-) feet and a maximum of
5 feet from the mean high water elevation contour at any point along its alignment.
3) All backfill materials will be obtained from a Itighground source and confined landward of the -
permitted bulkhead.
4) The bulkhead must be constructed prior to any backSlling activities.
5) The b•.ilkhead must be structurally tight so as to prevent seepage of bacl;fill materials through tbo
structure.
6) All fill material to be placed below mean hieh water level will be confined behind the permitted
bulkhead.
Excavation and Spoil Cantainmen
7) To avoid the introduction of sediment and an increase in turbidity in The adjacent Outstanding
Resources Waters, any proposed dredging conducted between the dates of April 1 and Sep!1crn
30 of any year will be performed in strict accordance with conditions and requireiimt3is for seditttcril
curtains set forth by the N. C. Division of Coastal Management in consuliAtion with the NC Dlvtsjoil
of Marine Fisheries (NCDMF). Sediment curtains must function to contain turbidity to the area of
the dredge, but are not required to curtain -off the entire basin prior to exenvation start up.
8) Excavation will not exceed ten (10) feet below the elevation of MLW
9) A uiinirnu n of ten (10) Feel must be Tnaintained. between all excavated areas and the adjacent marsh
at all times.
10) No excavated or fill material will he placed at any time, in any marsh or surrounding waWrp, outside
of the ali iurient of the fill area indicated on
g the workplans.
11) The temporary placement or double -handling of excavated or fill materials wiNT) waters or
vegetated wetlands is not authorized.
r
12) All excavated materials will be confined landward of the mean high water elevation contour and any
regularly or irregularly flooded vegetated wetlands within adequate dikes or other . etainuta
structures to prevent spillover of solids into any vegetated wetlands or surrounding diittols.

dUL.-U/ 98l]Uh) IU:Ub ULHNK U01AL MUMI' I'LL:919 166 1496 F. UU4
'I Tiara Yachts/S-2 Yachts, Inc. Permit 482.98
Page 3 of 5
ADDITIONAL CONDITIONS
13) The terminal end of the pipeline from the dredge into the diked retention area will be positioned
at or greater than 50 feet from any pan of the dike and a maximum distance from spillways to
prevent dike erosion and to allow adequate settlement of suspended solids.
14) A water control structure will be installed at the intake end of the effluent pipe leading from the
retention area in order to ensure maximum settlement of suspended solids and compliance with,
state water quality standards provided in the Section 401 Water Quality Certification.
15) Flow from the diked retention area will be confined by pipe, trough, or similar device to a point
at or below the mean low water (MLW) elevation contour to prevent gully erosion and siltaltiqn
or to specifications set forth by the Division. Check dams and grassed swales as proposed by the
t , �%- I
permittee are acceptable, provided the provisions of Condition No. 14 arc not violated,
16) No vegetated wetlands will be excavated.
17) The spoil area will be properly graded and provided a ground cover sufflclent to pestraly pfoslon
within thirty (30) working days of project completion.
NOTE: The spoil disposal area(s) proposed for this project may produ" a mosquito
breeding problem. For information concerning appropriate mosquito breeding
V,
measures, the pemdttec should contact the Public Hcalth Pest ManagnIent
Section at 919/726-8970. The locrmitici: should also 'contact J. R. Baclicilor
with Mosquito Control in On5low County at.91 0/455-0181.
chaeological Resource Protectio
18) All construction activities associated with the dredge spoil bagir; 1POuding initial eletuing and
grubbing, shall be monitored by a professional archaeologisi.
19) The permittee shall retain the services of an'archaeologist ;9 conduct the project monitoring.
20) If any cultural features at any location on the project site are exposed by the grubbing or,;
subsequent grading, the archaeologist will be given the opportunity toconduct iriveshgationq
and, if determined appropriate, recover all or a sample of the featuie(s).
21) The discovery of human burials or human skeletal remains shall he handled in accordance with
N.C. General Statute 70, Article 3 (The Human Burial and Human Skeletal Remains Protection
Act).

JUI4,-07'98(TUE) 10:09 DEHNR COSTAL MGMT
TEL:[phone] P.005
Tiara Yachts/S-2 Yachts, Inc. Permit #82-98
Page 4 of S
ADDITIONAL, CONDITIONS
22) All monitoring and investigations shall be conducted in close coordination with the N. C.
Division of Archives and History's Historic Preservation Office. Telephone--919/733.4763.
Upland Development -- General
23) The Division of Water Quality approved this project an June 24, 1998 under Stormwater
Management Permit No. SW8980346. Any violation of this SWMP may be considered a
violation of this CAMA perm -it.
NOTE: As may be required by the N. C. Division of Water Quality (DWQ), stormwateF
management provisions for the new road, with emphasis on the section in the •.:'
ORW-AEC must be exempted or approved by DWQ prior to beginning construction
on such road.
NOTE% The Division of Water Quality approved various aspects of tlus project on Jame
17, 1998 under General Water Quality Certification No 3112
NOTP: The Division of Land Resources approved a 9edimenteuon and Erosion Control
Plan for this project on 2/99,
24) The road will be adequately stabilized to prevent any erosion or scdiment4tion into adjacent
waters or wetlands.
25) Road construction will not result in or cause any, including temporary, hydraulic changes to
adjacent wetland.
26) A mitigation plan to offset impacts of the permitted road construction on jurisdictional Wetlands
will be developed and approved by the regulatory agencies poor to the cogtmencemant of toed
construction. All mitigation will be satisfactorily completed prior to completloq of the t'•oad „
construction.
Docking Fqeility Opernti q
27) This permit authorizes only the docks, piers and other strictures and uses located in or over the.
water that are expressly and specifically set forth in the permit application. No'other strictures;
whether floating or stationary, may become a permanent part of this docking ficility;without ''?
pennit modification. No non -water dependent uses of structures may be conducted on, Tn or
over public trust waters without permit modification. .... _.
r - -

f Tiara Yachts/S-2 Yachts, Inc.
Permit #82-98
Page 5 of 5
ADDITIONAL, CONDITIONS
28) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States,
29) If the display of lights and signals on the authorized structure is not otherwise provided for by
law, such lights and signals as may be prescribed by the U. S. Coast Guard will be installed and
maintained by and at the expense of the permittee.
30) •No'sewage; whethertrettwd or untreated, shall be discharged at aiiy time from boats using the
w„ docking facility. Anysewagedischarge at the docking facility shall be considered a violation of
"
ilit5 permit for which the 'permittee is responsible. Plus prohi'6itton s}iall be applte� and a lorded
throughout the entire existence of the permitted structure.
O +• It is strongly recommended that the permittee exercise all available precautions
in the day -today operation of the facility to prevent sand blasting residue andior
other facility waste from entering the adjacent waters. Such discharge, either '`,
directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law. s r:

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MOREHEAD CITY, NC 28557
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STROUD ENGINEERING. P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Tiara Yachts
SW8 980346
Onslow County
Dear Ms. Lewis,
June 11, 1998
DECEIVED
JUN 15 1998
BY:
We are in receipt of your June 9, 1998 correspondence and, based on our phone conversation,
we are submitting the revised plans.
Your Item #1 The correct number for the control box into the infiltration pond is
"21" and has now been properly numbered. The remaining boxes
numbered I through 20 have had corrections made to their weir height
to avoid the overlap of the numbers.
Your Item #2 We concur with your drawdown scenario.
Your Item #3 The Envirochamber is open at the bottom. It has been denoted on the
plans.
We hope the foregoing resolves your concerns. If I can provide any additional information
please let me know.
�fPRn t S- erely,
�+�•'•gS10N. ^p
eat 3q3 a aC
Q 3s Ronald D. Cullipher, P.E.
rIe cC 8V-cwls9."pd 90, `DG CJ�'ve
107 COMMERCE ST.
3961 A MARKET ST.
HESTRON PLAZA TWO
SUITE B
SUITE A
151-A HWY. 24
GREENVILLE, NC 27858
WILMINGTON, NC 28403
MOREHEAD CITY, NC 28557
[phone]
[phone]
[phone]

0 K 82522474098

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
June 9, 1998
Mr. Ron Cullipher, P.E.
Stroud Engineering
151 A Highway 24
Morehead City, NC 28557
KV40PIVA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980346
Tiara Yachts
Carteret County
Dear Mr. Cullipher:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Tiara Yachts on June 3, 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. The "revised" Stormwater Management Plan sheet was not revised in two places. The control
boxes were not renumbered on the "Control Box #1-20" detail, and the "Control Box #21"
detail was not renumbered to #6. Please make these reivisions and submit 2 copies of the
plans.
2. Page 5 of the March 27, 1998, calculations indicates that a drawdown rate of 0.6" per hour
was used, not 6" per hour. That is part of the reason why I was confused as to how the
drawdown time was computed. For stormwater calculations purposes, I convert inches per
hour to cubic feet per hour per square foot, and use the surface area available for infiltration
and the volume provided to determine the drawdown time. Each unit provides a bottom
surface area of 34" by 75", or 17.7 square feet, and a volume of 87 gallons, or 11.63 cubic
feet. Assuming that 6" per hour is the correct rate, that converts to .5 cubic feet per hour per
square foot. The drawdown time per unit would be 1.3 hours.
3. Neither the details nor the literature provide an indication of how the runoff stored in the
infiltrator gets through the bottom into the underlying soil? Are there perforations, or is the
bottom completely open to the soil?
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
June 9, 1998
Stormwater Project No. SW8 980346
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 July 9, 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].
RSS/arl:
cc:
Sincerely,
Ii,.a.�sL"
Ms. Linda Lewis
Environmental Engineer
S:\WQS\STORMWAT\ADDINFO\980346.JUN
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

STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Tiara Yachts
Onslow County
SW8 980346
Dear Linda,
RECEWED
JUN 0'5 1998
13Y:
June 3, 1998
We are in receipt of your latest comments dated May 26, 1998. Based on these
comments, I would like to provide the following.
Your Item #1 I assume from the comment you are concerned about the sheet runoff from
the small parking lot northeast of the new buildings. While I feel that the
proposed grading did not constitute channelization, we have added a
spreader 70' long to match the grades and have also shown the 50'
vegetative filter to be constructed of centipede sod after a 10' rip rap
energy dissipater. Please see new details E4-E4 and F4-F4.
Your Item #2 The delineated areas are shown on the enclosed blueprint.
Your Item #3 Control boxes have been renumbered as requested.
Your Item #4 The control box on the plan previously labeled as No. 6 has been corrected
to reflect the new number 21. (The No. 6 was on the original version of
the plan and during the revision process was inadvertently overlooked.)
Your Item #5 We modified the detail B4 to show the minimum 50' filter and also to show
the material to be centipede sod.
Your Item #6 The table has been corrected to list control boxes (CB's 1-20).
Your Item #7 Mr. Baldwin's report dated April 12, 1998 indicates a minimum of 6"/hr.
Since the height of storage is 12" in the chamber,
the drawdown time
should be two hours in all of the chambers.
107 COMMERCE ST.
3961 A MARKET ST.
HESTRON PLAZA TWO
SUITE B
SUITE A
151-A HWY. 24
GREENVILLE, NC 27858
WILMINGTON, NC 28403
MOREHEAD CITY, NC 28557
[phone]
[phone]
[phone]

Ms. Lewis
June 3, 1998
Page 2
We hope the foregoing addresses your concerns. If I can provide any additional
information, please let me know.
Sincerely,
0�Q.'a.C-�
Ronald D. Cullipher, P.E.
RDC/km
cc: Bill Owen
Fi Ie:CP'P& Lewis8.wpd

0 K X 18-2522474098
Ste of North'. Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
,lames B. Hunt, Jr„ Governor
Wayne McDevitt, Secretary
Division of Water Quality
Jun 1 '9R 8:M
Post-it*Fnx Note 671
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ENVIPONIAF..NT ANL�
ivlr .Ron Ctillipher, P E.
Stroud Engineering
151-A Highway 24
-1Vlorehead, Gity, NC:' ; 2855T .: ':- .
• Sub)ec[;' ACl(N11W1 N,U(,N.M�N1 Up' ith( N.IirI:ANll
;.; xk.Ql1FST.:Bt)1t.Alllll'11(l'NA�INIlnNtifA77UN
Storinwater Project No, SW8 980346 "
F ara:Yachts
.. Carteret Gounty ,
Dear Mr. Cullipheri
The Wilmington Regional Office received previously'requested information for die Stor'tnwater
Management. Permit Applieation. for Tian *achts on: May 21 199$; . A preliminary `review of that .
information has.determined that the application is nor -:complete:: The following Informatiou is needed to,
continue the stormwater review:
1. Please 'add. a level spreader mechanism' along the 11 or 12 contour, for the swalc from the
parking lot.' Due to the ORW class :waters, aft potential chaonelizadoh of flow must be
avoided. Please detail the spreader.witli all pertinent elevaUuns and slope's,.
2. The drainage area. map prop ded only. indicates the overall areas that drain to the
71.
EnviroChambers and to: the nfiltration<basim:in' order to. verify the calculations, pleate
delineate the 4'drainage areas:for file 4. rows of :EnviroChatiil>et:c.which are served by. a' row
o€ connected catch basins, ie., Ms 1-5,. ti 10, 11 15, and 1 G-20 ;
3. The detail for Control Boxes 1-201asrovcrlapping catch basin numhers.,Plemexclahel as 1-5,
6-10, 11-15,and 16-20.
4: .. l can find no Control: Box21;:as mdieatetl on the -detail but;I do see a Control Box On the,.
plans Labelled as #6, which contains the,.dtial 131, pipes that.aFe depicted In the #21 Actail,
'Please:'clarify. Should #21 detail, beaelahelled

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
May 26, 1998
Mr. Ron Cullipher, P.E.
Stroud Engineering
151-A Highway 24
Morehead City, NC 28557
�,
00
'A V')
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980346
Tiara Yachts
Carteret County
Dear Mr. Cullipher:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Tiara Yachts on May 21, 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 add a level spreader mechanism along the 11 or 12 contour for the swale from the
parking lot. Due to the ORW class waters, all potential channelization of flow must be
avoided. Please detail the spreader with all pertinent elevations and slopes.
2. The drainage area map provided only indicates the overall areas that drain to the
EnviroChambers and to the infiltration basin. In order to verify the calculations, please
delineate the 4 drainage areas for the 4 rows of EnviroChambers which are served by a row
of connected catch basins, ie., CB's 1-5, 6-10, 11-15, and 16-20..
3. The detail for Control Boxes 1-20 has overlapping catch basin numbers. Please relabel as 1-5,
6-10, 11-15, and 16-20.
4. I can find no Control Box 21, as indicated on the detail, but I do see a Control Box on the
plans labelled as #6, which contains the dual 18" pipes that are depicted in the #21 detail.
Please clarify. Should #21 detail be relabelled as #6?
5. The vegetated filter detail, B4, needs to show the required 50' of vegetation, and label the
type of vegetation to be planted.
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
May 26, 1998
Stormwater Project No. SW8 980346
6. The EnviroChamber design summary table on the stotmwater management plan sheet lists drop inlets
1-15 and CB's 1-5, but the plans themselves show everything within the EnviroChamber drainage
area labelled as catch basins (#1-20). Please revise the table to accurately reflect catch basins/control
boxes 1-20.
7. I do not understand the EnviroChamber drawdown calculation you have provided. It should be based
on the available square feet of bottom surfacearea for each unit and an infiltration rate of cubic feet
per hour per square foot, (since we deal mainly with volumes in cubic feet, and surface areas in
square feet). An infiltration rate of .6" per hour equates to .05 cubic feet per hour per square foot.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to June 21, 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].
RSS/arl
cc
Sincerely,
Ms. Linda Lewis
Environmental Engineer
S:\WQS\STORMWAT\ADDINFO\980346.MAY
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

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MEMORANDUM:
TO: ALL REVIEW AGENCIES
FROM: T. BARRETT
DIVISION OF COASTAL MANAGEMENT
SUBJECT: MODIFICATION TO APPLICATION IN CIRCULATION - CAMA
MAJOR PERMIT - S-2 YACHTS, INC., ONSLOW COUNTY
DATE: May 20, 1998
Please find enclosed yet another modification to the continuing saga of the S-2
Yachts, Inc/Tiara Yachts proposal. As I discussed in my memo dated April 27,
the applicant had failed to have the original Section 404 Wetland determination
confirmed prior to project design and application submittal on March 27, and sent
out for agency review on March 31. At the time of the April 27 memo, the line
had been re -delineated and surveyed, and changes made to accommodate the
new line. Once again, as I stated in the memo, the applicant chose to submit the
new design without first having the wetland line confirmed. The line was checked
on May 12, and was found to have minor changes. There is only one place in
which the proposal will affect the project as designed. On the southeast side of
the tract, the road right-of-way will now encroach upon approximately 500 square
feet of Section 404 Wetlands. This area will be graded and filled. The original
Section 404 Wetland impacts to be incurred by this project were stated as 5708
square feet. The new calculation will total approximately 6208 square feet.
Please incorporate this change into your project review and any comments you
may make.or may have made. The associated blue line and modified sheet MP-
2 are attached.
�E(cEly�
MAY 2 21998
SION OF
COASTAL IiMANAGEMENT
cc: Charles Jones, DCM
Ted Tyndall, DCM
P.O. Box 27687, RALEIGH, NC 27611-7687 /2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX[phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms. Tere Barrett
N.C. Division of Coastal Management
151-B Hwy. 24
Morehead City, North Carolina 28557
RE: Tiara Yachts
Dear Ms. Barrett:
May 19, 1998
MAY 1 ° 1SSo
Recently, a surveyor on my staff met Mr. Jeff Richter on site at the above referenced
project to confirm the revised wetland line established by Mr. Larry Baldwin. Upon his
evaluation, a few modifications were made to the wetland boundary. The enclosed drawings (26
copies) are revised to reflect these changes. The new line does encroach upon the NCDCIT right
of way at one location, but we are proposing to fill this area (487.37 so.
I apologize for the inconvenience, and if you have any questions or comments please
contact me.
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
3961 A MARKET ST.
SUITE A
WILMINGTON, NC 28403
[phone]
ncerely,
Ronald D. Cullipher, P.E.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]

e. Does the disposal area include any coastal wetlands
(marsh), SAVs or -other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes A No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
x Bulkhead Riprao
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance watetward of MIIW or NWL
e. Shoreline erosion during preceding 12 months
NUnX)(+ANC CA MT Ca io�xlCT'R k1,ot+�iVt�ib
(Source of informa:ior.)
f. Type of bulkhead or riprap material S7f�t-I_
5' API C F ,a P c,rAZ_r ( KrPFrr
1 • . y
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N)A
(2) Bulkhead backfill C' x I7:.�bo'IE-7
ss Cy
h. Type of fill material COA KS e: C _. A N
T--x,sVG SAIvn orz,- - r-tLQ
i. Source of fill material ON-StJe Prt.LtitoUS
TN2-C(y- lrt)F, OPtz'A�Io `
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes _X No
If yes,
(1)
Amount of material to be placed in the
water
(2)
Dimensions of fill area
(3)
Purpose of fill
b. Will fill
material be placed in coastal wetlands
(marsh),
SAVs or other wetlands? to I , 11
b.h
X
Yes No
.
If yes,
i
CI).'x,t=`3Yt -ITT
(1)
Dimensions of fill area Two SOxGcD
RCA a e- ^ss,;J 6-S P w.s q OP� = Ru
(2)
Purpose of fill i X-IN G
To P,EALIEN 1PA.D
5... GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? _SILT PFJ� F RIPrz,AP
eL(>PV ScFT)INC� ANO AAULPl4iAic- dION( 7
li)/ CDc,-7 rnrNrirr,1)F ii P F, C 'rlf
b. What type of coast,-u=:ion equipment will be used
(for example, dragiine, backhoe, or hydraulic
dredge)?
Bnc.K4cc-, , µypeWUu•� 1J��vF
Lu / ram, zt1
c. Will wetlands be crDssed in transporting equipment
to project site? _ Yes X No
If. yes, explain steps that will' be taken to lessen
environmental impacs.
Tl)qrzg yr)ch-Is
Applicant or Project Name
r Signature r �/
Date /
Revised 03/95

STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms. Linda Lewis
NCDEHNR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Tiara Yachts
Dear Ms. Lewis:
May 19, 1
MAY 4'1 1998
In response to request for additional information on the above referenced project, an
overflow bypass has been added for each inlet on the main parking lot. In addition, a signed
Operation and Maintenance Plan for the infiltrators and infiltration basin has been provided.
have also shown grading for the Swale within the AEC, highlighted the drainage areas, and
enclosed a cut sheet for the EnviroChamber which will with stand the H-20 live load.
If you have further questions regarding this project, please contact me.
Sincerely,
Kris G. Edmondson, E.I.T.
107 COMMERCE ST. 3961 A MARKET ST. HESTRON PLAZA TWO
SUITE B SUITE A 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

MA°-19-98 TJE 12:30 PM STROUD ENGINEERING IFAX NO. 9192414098 F. t
S-i-ROUD ENGINEERING, P.A.
HESTHON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Facsimile Transmittal
Cover Sheet
Date:
From: ^ L �
To:
Attention:
Subject: LA,eA��S - � 98a33zon(
This Is transmitted as checked below:
El
As Discussed
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As Requested
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For Your Review
For Your Information
O
For BidsDue
19
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Comments:
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107 COMMERCE ST.
3901 A MARKET ST.
HESTRON PLAZA TWO
SUITE 8
SUITE A
151-A HWY.24
GREENVILLE, NC 27858
WILMINGTON. NO 28403
MOREHEAD crm NC 28557
[phone]
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v
Trench
a Excavate trench to required width and depth; level surface.
Clear away any large stones or roots. Scour sidewall areas,
if necessary.
■ Install EnviroChamber units on trench bottom and snap
together
■ Install end plate and distribution pipe (pipe does not extend
beyond end plate).
■ Complete backfill operations.
Sec EnviroChamber unit Installation Instructions. This product is solely
intended for the conveyance of fluids. Access into this product for mainte.
nance. inspection, or other reason should be done in strict accordance with
OSHA recommendations for confined space entry.
M
Size 12'x34 x75 12 x34'x75 11"x34 x75
o Sidewall 8" +33% 6" 6.5"
Capacity 87 gal. +13% . 77 gal. N/A
N Invert Height 8" +14% 7" 7.5"
Size 17.5"x34"x75" 16"x34"x75" 14"x34"x75"
Sidewall 14.5" +32%,
Capacity 138 gal. +13% 122 gal. N/A
`_' Invert Height 14" +27% 111, 9"
z
Compared to Infiltrator chambers
Infiltrator*" is a trademark of Infiltrator Systems Inc
NO Dirfuserr" is a trademark of PSA, Inc

I
Apr 1 '98 13:1.2
ID.0.7 ICheck condition of remote Fax. [phone] I
State oMo fth Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Jaines.B. Hunt, Governor Wayne McDevitt, Secretary
FAX COVER SHEET
I
Date:
To:
CO:
FAX
127 C
,(_gA?
No. Of Pages:
From: Lmd-a, LaZ--s
C 0: P(Aj 0
FAX#: 9
Drive Extension, Wilmington, N.C. 284094845 Telephone [phone] Fax [phone]
An Equal Opportunity Afflimative Action Employer

State of North Carolina
Department of Environment
axed Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Tiara Yachts/S-2 Yachts, Inc.
Mr. David Slikkers, President
725 East 40th Street
Holland Michigan 49423-5392
Dear Mr. Slikkers:
This office has received a soil erosion and sedimentation control plan for the project listed below which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 11 3A-57).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land
must obtain approval of a soil erosion control plan prior to the commencement of said land disturbing activity
(NCGS 113A-54(d)(4)). The act further states that this plan must be filed a minimum of 30 days prior to the
activity and the approving authority must approve or disapprove the submitted plan within 30 days of receipt.
Failure of the approving authority to approve or disapprove the submitted plan within the 30 day period will
be deemed approval of the plan. Commencement or continuation of a land -disturbing activity under the
jurisdiction of this Act prior to the approval of an erosion and sediment control plan is a violation of the Act.
This land disturbing activity described in this plan is also subject to the Environmental Management
Commission's review of their regulations to implement stormwater controls in coastal counties (1 5 NCAC 2H
Section .1000). Contact the Water Quality Supervisor of the Division of Environmental Management to ensure
this activity is in conformance with their rules.
If you have questions, please do not hesitate to contact this office. Your cooperation in this matter
is appreciated and we look forward to working with you on this project.
Si cerely,
Daniel
Regional Engineer
DES/dbd
cc: Kris Edmondson; Stroud Engineering, PA
WiRO-LQS
PROJECT NAME:
Tiara Yachts
PROJECT NUMBER:
980332ON
LOCATION:
NCSR 1507 at Goose Creek-.Onslow County
RIVER BASIN:
White Oak
SUBMITTED BY:
Stroud Engineering, PA
DATE RECEIVED BY LQS:
March 27, 1998
127 North Cardinal Drive, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor Wayne McDevitt, Secretary
FAX COVER SHEET
Date:
To: (4L>✓l Cu I l' h2r-
CO: Eh'C.1j gyl.
FAX #: 9 (G(-24�- 147q
REMARKS: Ff2r-
No. Of Pages: 3
From: L o 2 ig, 5
CO: rwo
FAX#: [phone]
0
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

!Rate of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
April 1, 1998
Mr. Ron Cullipher, P.E.
Stroud Engineering
151-A Highway 24
Morehead City, NC 28557
KEW?VF•
��EL
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURGEs
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980346
Tiara Yachts
Onslow County
Dear Mr. Cullipher:
The Wilmington Regional Office received a Stormwater Management Permit Application for Tiara
Yachts on March 27, 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:
Each set of infiltrators needs to have it's own overflow. The regulations require the bypass
of the excess design storm before entering the system. It appears from the proposed design
that the runoff will fill up the upper infiltrators and bypass by overflowing from the catch
basin down to the next series of infiltrators. This does not meet the bypass requirement.
2. A signed Operation and Maintenance Plan for the infiltrators and the infiltration basin.
/3. Show grading for the swales for the parking lot and Phase I building within the AEC.
Pz5 4. Highlight the drainage areas for the infiltrators and the basin.
td , 5. Please specify the EnviroChamber that will withstand the H-20 live load.
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
April 1, 1998
Stormwater Project No. SW8 980346
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 May 1, 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].
RSS/arl:
cc:
Sincerely,
Ms. Linda Lewis
Environmental Engineer
S:\WQS\STORMWAT\ADDINFO\980346.APR
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

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO LwD4 L-Eu i 5
NGDGkt (C
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WE ARE SENDING YOU Cl Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order 0—
dC�44C�[3 OCR 4 [�]�G��44Qd
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
sd Eu4
�385 z
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(
APPQe &+T70
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
19 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
fl
SIGNED: ! JL� ' 4
If enclosures are not as noted, kindly notify us at once.

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Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Tiara Yachts
March 26, 1998
Future Owner: Tiara Yachts / S-2 Yachts, Inc.
725 East 40" Street
Holland, lv, 4igan 49423-5392
[phone]-
Engineer: Stroud Engineering„ P.A.. I fl�
151AHwy. 24 I TORMNATER
Morehead City, North Carolina 28557
[phone] E C E I V E D
A. Description of Project
MAR 2 71998 D
D E
1. Type of Development aaod nSW_do34(p
Tiara Yachts is proposing to acquire and partially develop on a 39.155
tract currently owned and operated by Outboard Marine Corporation. The upland
development activities consist of the phased construction of two buildings and
parking lots with necessary service streets. Marine development will also take
place on the area adjacent to Goose Creek to facilitate future marine operations.
All development taking place on the tract will comply with approved plans and
specifications for the installation of utilities and construction of marine, building,
street, and drainage improvements.
2. Earth Disturbing Activities
a. Clearing and grubbing of trees located within the proposed street right-of-
way, drainage and utility easements.
b. Excavation and grading for the installation of roads, buildings, parking lots,
drainage, and utility improvements.
rIIe:CWP8W=ativ.txt

3. Drainage
The site presently drains primarily by sheet runoff. Proposed drainage will
primarily take the form of infiltration, vegetated swales, and sheet run-off.
4. Soil Classification
Soils contained on the site consist of the following types:
Wando and Seabrook soil types..
These types are upland soils with sand to loamy sand textures..
B. Erosion and Sedimentation Control Measures
Due to the substantial sand content at this site, proper attention shall be required
for erosion and sedimentation control measures. Various levels of control are proposed
on the plan. If it becomes evident that additional erosion and sedimentation control
measures are needed, they shall be installed immediately. It is intended that all grading
and excavation activities within a certain area will be protected as soon as that activity is
complete, i.e., drainage swales, utility easements, etc.
1. Silt Fence - Silt fence will be utilized as necessary in locations as shown on plans
or as deemed necessary by the engineer to insure that off -site sedimentation in
controlled.
2. Silt Basins and/or Check Dams - Silt basins and/or check dams shall be installed at
locations shown to allow suspended solids time to settle out.
3. Seeding - All disturbed areas will be seeded within 30 days following construction
in accordance with the seeding schedule shown on plans.
C. Time Sequence of Operations
1. Clear and grub right-of-ways, drainage, and utility easements.
2. Install stone construction entrance.
3. Rough grade street system, detention pond, and outlet ditch and rip rap.
4. Install utilities.
5. Fine grade and pave streets.
6. Seed and mulch all disturbed areas.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
Fi1e:CWP9\N v flv.txt

E. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January'1, 1988. these regulations are detailed in
15 NCAC 211.1000 Stormwater Runoff Disposal. These rules allow for a development to
consider density options as a passive means to reduce water quality impacts. This project is
submitted for approval consideration under low density and infiltration.
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D. Cullipher, P.E.
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DATE: March 1, 1998
9W CAW -Tox 2522
8d. WO-452-0001 S TO R I tl l WAT E H
p E C E I V E D 9-&0
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MAR 2 71998 3805Vdpi&,e&
iiW!linZV", ✓{`B 28403
PROJ # S
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SUBJECT: Land & soils evaluation of portions of the proposed Tiara Yacht Tract (-44 acres)
to determine usability with infiltration stormwater treatment usage and 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 ll, Suite A
Morehead City, NC 28557 [phone]
The land & soils within portions of the Tiara Yacht Tract (-44 acres) were evaluated to determine
potential suitability for on -site stormwater treatment usage. NCDEH&NR "Stormwater Runoff
Disposal" rules and regulations (NCAC 15-2H-.1000) were used as guidelines in making this
evaluation. Portions of the tract were also evaluated for 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 proposed project is greater than 1 acre in size, has >25% impervious surfaces, drains to
Class O.R.W., S.A. or S.C. Waters, and is within 1/2 mile of these classified surface waters. If
a project drains to Class SC or Unclassified Waters, stormwater may be treated by detention
ponds or infiltration basins. If the development project is within 1/2 mile of and drains directly to
Class SA Waters or their unclassified tributaries, stormwater must be treated by infiltration basins
or an equivalent alternative method. The tract has previously been determined to be
geographically located within 1/2 mile of Class S.A. or O.R.W. Waters to the south and west, thus
stormwater is to be treated through infiltration basins. This tract has broad sandy ridgetops, that
slope (-3-10%) to poorly drained flats and drainageways. The southern portion has been
historically filled to varying degrees with sandy dredge spoils from maintenance of intracoastal
Waterway to the south and a dredged basin to the west.
Principle soil and site requirements for an infiltration system are: —the infiltration system's
bottom must be 2 ft or greater from the seasonal high water table; —must be capable of
complete draw -down within 5 days; —the soil's hydraulic conductivity must be >0.52 in/hr;
—recent fill material is not usable. The enclosed land & soils map shows the various land/soil
types found (see map). The following are brief descriptions of these land & soil types for
stormwater infiltration usage:

Page 2.
Tiara Yacht Tract, Stormwater & Wetlands
The 'YELLOW" Areas (see map) are moderately well drained, deep sandy 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.
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.
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.
o��
F. 1
Larry Baldwin, CPSS/SC
ARCPACS #2183; NCLSS #1040

OUTBOARD MARINE CORPORATIO%* �
To Whom It May Concern:
4A
February 6, 1998
Re: S-2 Yachts, Inc.
100 Sea Horse Drive
Waukegan, Illinois 60085-2195
Phone [phone]
S-2 Yachts, Inc. has executed a contingency contract with Outboard Marine
Corporation for the purchase of the property located at 270 Hogans Road, Swansboro,
North Carolina. This letter is to inform you that S-2 Yachts has approval and
authorization of Outboard Marine Corporation to apply for any and all manufacturing,
construction and operating permits necessary for operation of the above -referenced
facility for the manufacture of fiberglass yachts and boats.
Should you have any questions or comments, please feel free to contact me.
RSR/cas
Subscribed and sworn to before me this
6th day of February, 1998.
%tary Public
Lake County, Illinois
My Commission Expires: Od
Very truly yours,
Robert S. Romano
Vice President, General Counsel
and Secretary
E C E i V E
MAR 2 71998 D
D E �3q`_
PROJ # Y�
"OFFICIAL SEAL"
KWOew A. R680M
Na" KNie, stem of
My Commission Fires 3/26/00

PRELIMINARY LAND, SOILS, & WETLANDS MAP OF PORTIONS
OF THE TIARA YACHT TRACT (--44 acres) FOR
ON -SITE STORMWATER TREATMENT SUITABILITY AND 4041CAMA WETLANDS
Swansboro South Area - Onslow County - North Carolina
Y r
(Not Evaluated)
Water Tower
(Not Evaluated)
uai
Co
ZI
I
Existing
t
Bultdlt>g I
'Existing
Septic Fields r
J y
(Not Evaluated) ..
Existing
Boat
Basin
SCALE: 1 Inch = 300 Feet
(all Tines paced & approx)
MARCH - 1998
LAND MANAGEMENT GROUP, INC.
\S)
Existing
so Road RIW
Existing ,
Building ��sl
yAre""' '
Sa
Moderately well drained upland soils with sand to loamy sand textures throughout. Estimated permeability
<5-10 minlnch (+3-12 infer). Estimated seasonal high static water table +30-55 inches from surface.
Wando and Seabrook soil types.
404 Wetland areas that should come under U.S. Army Corps/EPA jurisdictions. Areas shown are flagged
in field with "pinktblack-striped" flagging, other wetland areas not evaluated.
CAMA-404 Wetland areas that should come under NCDEH&NR-DCM & U.S. Army Corps jurisdictions.
— These areas were not delineated in the field.