SW8010128_HISTORICAL FILE_20100311

NORTH CAROLINA
Department of Environmental Qual

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
DOC TYPE 1 ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

KLTIFWA
JI�AF
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 11, 2010
Mr. Robert W. Griffith, Jr.
Dockside Partnership
P. O. Box 650
Morehead City, NC 28557
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 010128
Atlantic Harbor Condominiums
Carteret County
Dear Mr. Griffith:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 010128 to Atlantic
Harbor Condominiums for a High Density Project on May 18, 2001. This permit expires on May 18, 2011. Per 15A
NCAC 2H.1003(h) (the Stormwater rules), applications for permit renewals shall be submitted 180 days prior to the
expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. if this is still
an active project please complete and submit the enclosed renewal application prior to November 18, 2010. If this
project has not been constructed and a permit is no longer needed, please submit a request to have the permit
rescinded. If you have sold the project, -or are no longer the permittee, please provide the name, mailing address
and prone number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater
treatment system, a certification of completion be submitted to the Division from an appropriate designer for the type
of system installed. This is to certify that the permitted facility has been installed in accordance with the permit, the
approved plans, specifications and supporting documentation. Please.include a copy of the certification with your
permit renewal request and processing fee. Enclosed is a copy of a sample certification. Also enclosed is a new
Operation and Maintenance agreement that should be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment
facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at 910-796-7318.
Sincerely,
Georgette Scott, Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
GDSldwc S:\WQS\Stormwater\Renewal\Requests\2001\010128.mar10
cc: Wilmington Regional Office File
Wilmington Regional office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone]D041 Customer Service: 1-877-623-6748 North C aro li na
Internet: www.ncrvaterquality.org
Naturally
An Equal Opportunity i Affirmative Action Employer

i
State Stormwater Management Systems
Permit No. SW8 010128
STATE OFNORTH H CAROLINA
DFI'ARTMF.NT OF ENVIRONMENT AND NATURAL RESOURCI S
DIVISION OF WATER QUALITY
STATE, STORMWA` E-R MANAGEMENT PERMIT
1-IIC.N D.NSITY DEVELOPMEAT
In accordance with the provisionsol'Article2l ofClapter 143, General StatLltcs oI'No1'ih C<ucllina asanlended, and
Other applicable L.Mws.. ItulcS, and Red Ul,1tions
PL-RMISSION IS 1-iF'REBY GRANTI"ID TO
Dockvide Partnership
Allanlic Harbor Condominiums
Carterel County
FORTHE'
H1
construction, operation and maintenance of 2 infiliration trenches and 2 sand filters in compliance with the
provisions of 15A NCAC 21-1 A 000 (hereafter referred to as the ".v oi-nrwaier• rulev') and the approved stormwater
tllanagcrilcrn plans and spceific.-itions and other supporting data as mlached and oil file with and approved by the
Division Of Water Quality acid considered a part of this pernlil.
'Phis pci•nlit shall he effective from the date of issuance until May 19. 2011 ttiid spa]] be subject to the HIONN'ing
specified conditions and limitations:
I. DES1CN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
applicatic}n and other supporting data.
2. These storm water systems have been approved for the management of storniwater runoff as described on
page 3 of this permit, the Project Daw Sheet. The stormwater controls have been designed to handle the;
runoff from 6,453, 2,865, 30,915, and 3,991 square feet of impervious area, respectively.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the perillit.
4. The tract will he limited to the anlourlt of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. Due to silc contraints, a vegetaled filter is not provided for the runoff from System #I -I . The vegetatcd filter
fior System 1i1-2 is the expanse ol'grassed area prior to the rL11101717 entering the system.
C. The runoff front all built -upon area within the permitted drainage area ol'this project Must be directed into
the permitted slorlllwater control system.
2

State Stornlwater Management Systems
Permit No. SW8 010128
ProJeet Namc:
Permil Number:
Location:
Applicant:
Mailing Address:
Application Daic:
Name of Receiving. Stream/Index #:
Classification of Water Body:
Trerrch /.Sand Filter Number:
'french/Sand Filter Dcpth, feet:
BOU0111 Elevation, I"M,SL:
Drainage Area, acres:
Total Impervious Surfaces; Ftz:
OfTsitc Area cnicring Pond, ft2:
Required Surface Arca, RI:
Provided Surface Area, III:
Required Storage Volume, fi':
Provided Storage Volume, ft':
Temporary Storage Elevation. FMSL.:
Controlling Orifice:
Type oI'soil:
f"'Xpccicd lnliltration Rate:
Seasonal High Waler'Tiable Llevation:
'rime to Drawdown, flours:
IVISION OF WATER QUALITY
ZOJECT DESIGN DATA S1.11+.;1+,'I'
Atlantic Harbor Co31do311ir11u311S
SW8 010128
Carteret C01.1311y
Mr. Robert W, Griffith,Jr.,
Managing Partner
Dockside Partnership
I'O Box 650
Morehead City, NC 28557
April 5, 2001
Harbor Channel / White Oak
120-36-14
„Se„
1-1 1-2
S-1 A&B
S-2
11 711
20"
20"
6.5 4.5
4.18/4.5
3.9
.26 .35
.79
.1 1
6,453 2,865
30,915
3,991
none, per 1"tigincer
----
----
360
360
----
----
270
36
531
343
854
119
569
425
855
120
7.5
5.08
5.85/6-17
5.57
overflow
overflow
20 a 6"
3 cr 6"(� pipe
NUtU3'al sanely soils and historic
Tiff
3" pee 110u3•
2.5 FMSI
4
1
----
----
3

State Stormwater Manageniem Systems
Permit No. SWS 010128
II. SCHEDULE OF COMPLIANCE
The stornlwilter I11anageIllent system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surf rice.
DLIl.illg cotlstl'tictiorl, el'osloll shall he Kept to it inininiu ll and any eroded areas ofthc system will be repaired
Immediately,
The perillittCC shall at all times provide the operation and maintenance necessary to assure the permitted
storrilwater system functions m optimum efficiency. The approved Operation and Maintenance flan must
be 1"ollowed in its entirety and nliIi]1tCIIInCC ItlllSt (.1CCUr at the scheduled intervals Including, but not limited
to:
a. SCIl1idIuI I1 schedUIC(I inspections every fi months).
b. Sediment removal.
C. Mowing and revegetation ol'vegetated filter.
d. Immediate repair of eroded areas.
e. Debris removal and unclogging of structures, orifice devices, filter media, catch basins and piping.
g. Access to the structures must be available at all times.
h. The grassed area serving as the vegetated filter will be kept grassed with no erosion, and must
distribute the runoff evenly over its width.
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, ]hole of -person performing the work and what actions
were taken.
5. Tllc facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless
the 1861ities ar(: constructed in accordance with the conditions of this permit, the approved plans and
specifications, anti other supprn•ting data.
6. Upon completion of construction, prior to issuance of a Certificate of. -Occupancy, and prior to operation of
this permitted facility, a certilication must he received from an appropriate designer forthe system installed
cerllfying 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.
7. 1 fthe stormwater system was used as an Ilrosion Control device, it must be restored to design condition prior
to operation as a storlllwater treatment device, and prior- to occupancy of the facility.
8. A 1110diflUti(M Must be permitted prio rto any construction. The following items will require a niodlf lcation
to the permit. The Director Imi)' determine that other rcvlsions to the project should require a modification
to the permit:
il. Any revision to the approved plans, regardIcss of'size.
b. Pro,ject name change.
C. 'Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage areas.
C. Further subdivision. acquisition, or sale of the project area. The proiect area is defined as all property
owned by the permittec, for which Sedimentation and Erosion Control Plkul approval was sought,
or for which a CAMA Major Permit was issued.
l'. F'illing in, altering, or piping of any vegetative conveyance shown on the approved plats.
A copy of the approved plans and specifications shrill be maintained on file by the Pcrmittee fora niininlunl
often years from the date of' tile completion of construction.
4

State Stormwater Management Systems
Permit No. SW8 010128
10. Prior to the tittle; of any portion of tile propel-ty, ail <icccss/illaiiiteii like caSClllent to the stol-IllWatel' facilities
s11n11 be granted in frivor of the permittee i f access to the stormwaler facilities will be restricted by the sale
of any portion of t.hc propelty.
11, The pCrlllittee is responsible Im Vel•ilying that the proposed built -upon area flocs not exceed the allowable
built -upon area.
12. The Director May notify the pernlittce when the permitted site does not meet one or more of the minimi_rnl
rccllliienlents oflhc permit. Within tic t.itilc fi'amc specified in the notice, the perrniltee shall submit a written
bile schedule to the Director for modifying the site to meet miniillum requirements. The pernlittce shall
provide copies of revised plans and certification in writing to the Director thtit the changes have been made.
13. The permit.tee shall notify the Division ofany i1ai11e, ownership or nialliilg ad(iress ellanges witlliil 30 datys.
ill, GENERAL CONDITIONS
l . This permit is not transferable. In the event there is a desire 16r 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 Iin-litations contained in this permit may subject the Permittee to
enfilrccnium action by the Division of Water Quality, in accordance with North Carolina General Statute
143-21 5.6A to 143-21 5.6C.
3, The issuaince 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, stale, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perf01-111 satisfactorily, including the creation of nuisance conditions,
the Pernlittee shall take immediate corrective action, including those as may be required by this Division,
such aS the collStl'UQt1Qn of additional or replacement storillwater managenent systems.
The pel-Illittec grants Df NR Staff permission to enter the property for the pu1-pose of' inspecting all
coillllonents of the permitted stormwater management facility.
6. The permit may be niodified, revoked and reissued or terminated for CaiUSC. The tiling of a request for a
permit modification, revocat'1011 and 1-CiSSllanlCC Ot- M—Mi11ation does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow tie
guidelines estalblished in the North Carolina E,r•osion and Sediment Control Planning and Design Manual.
Permit issued this the 181h day of klay, 2001.
NORTH CAROLINA ENVIRONNIFNTAL MANAGL'•MI NT COMMISSION
�. G V--
Kerr T. Stcvcns, I]ircctor
Division ol' Water Quality
By Authority of the I"nvironnlentail Management Commission
Permit Number• SW8 010128
5

REPORT (MAY.18.2U01 3t56PM ) * * *
TT W-DEt�R 1IF20
* COMMUNICATION RESULT PAGE
* * RESULT
Rf�
E MODE—_�___ -- — — —
�� MEMORY TX
__ _ ----- --- J —�) BUSY
NO FACSIMILE CO"ECTION
_---REPGON FOR ERRORHANGUP OR LINE FAIL
E-3? NO pH5y.1ER
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
'Michael F. Easley, Governor William G. Ross jr., Secretary
FAX COVER SHEET
Date: 5 111'lolNo. Of Pages:
To:: From:
CO: CO:
PA.X #: .S Q FAX# —. 910-350-2004
REMARKS:
127 CArdinnt Drive Extesssian, Wilmington, N.C. 28405-945 Telcpho" (910) 39SJ900 Sax (910) 3SO-2004
An Equid Opportunity AM mOSve Action Rmploptr

STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
April 4, 2001
Ms, Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 010128
Atlantic Harbor Condominiums
Carteret County
Ms. Lewis:
RECEIVED
APR 0 5 2001
DWQ
PROD #
The enclosed materials are being submitted for your continued review of the above referenced project.
The requests for additional information made in your February 23, 2001 letter have been addressed as
follows:
As we previously discussed, Harbor Channel is classified as SC waters, therefore, the
required vegetative filter length would be thirty (30) feet. Infiltration System 1-2
receives runoff that has traveled over the front lawn area prior to entering the system
inlets. Based on DWQ confirmation that the vegetated filter can be neglected in this
case, the revised design of the system does not include a vegetated filter. Infiltration
System I-1 is situated such that a 30 ft. vegetated filter is a not feasible component of the
system design. We ask that the Division consider the proposed design with
consideration of the constraints of redevelopment.
During inspections, the State may park on 3"1 Street and access the property through the
entrance or from the public walk on the waterfront. If these means do not prove to be
effective for inspections, the access code could be provided by the developer.
The sand filter systems S-IA and S-I B are both used to treat stormwater runoff in the
drainage area that has been re -named S-1. Because runoff from the direction of units 1-6
is allowed to reach system S-1 A through parking spaces 16-19, there is really no
definitive delineation of sub drainage areas to systems S-1 A and S-1 B. Therefore, the
original 4 supplements are provided. The drainage areas and system names have been
modified so that they correspond. The drainage area previously named "5" has been re-
named "NI"' for not treated. This area of the existing brick walk is still identified for
clarification of the summary of impervious surfaces on the application.
File: kg1a11anlicharhordwq.wpd
107 COMMERCE ST, HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY, 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Page 2
Ms. Lewis
April 4, 2001
4. The grated drop inlet at parking space no. 19 has been modified. It now has a solid top
and functions as a junction box.
The nearest major intersection has been added to the vicinity map.
Infiltration System I-1 consists of a trench that is approximately sized for the I" runoff
storage volume. Stortnwater runoff in excess ofthe first I" will bypass the trench when
it is full and flow to Arendell Street as occurs currently.
Infiltration System 1-1 has been revised so that it now provides 98 % of the required
storage. Infiltration System I-2 has been revised so that it now provides 100 % of the
required storage. Sand Filter System S-1 meets 106 % of design criteria for the sediment
chamber section and 95 % of design criteria for the sand filter section. Sand Filter
System S-2 has been revised so that it now meets 102 % of design criteria for the
sediment chamber section and 92 % for the sand filter section. With consideration of our
space limitations and the type of development proposed, we ask that your section
approve the proposed systems even though slightly less than the required storage is
provided in some cases.
8. Infiltration System 1-2 has a revised total trench length of 202 feet. The supplement has
been revised to correctly state the trench length, not the pipe length as was incorrectly
stated previously. Because of the number of revisions required to the returned original
pages I and 2 of the supplement for this system, a new supplement (pages 1 and 2) has
been completed and is enclosed.
9. The supplement for Infiltration System I-2 has been corrected to state that the trench
width is 6 feet and the trench height is 7 inches. The height has been reduced with the
use of 6 inch diameter infiltration pipes to raise the trench bottom elevation based on the
DWQ field report information sent to our office by fax in the form of a memorandum
dated March 23, 2001.
10. The calculations for the revised Infiltration System 1-2 account for all of the volume from
the bottom of the 6 inch perforated pipes to the overflow elevation (top of pipes),
including the voids in the stone.
]I. The detail for Infiltration System 1-2 has been revised to specify No. 5 washed stone to
be used in the trench around the 6" pipes. The recalculated volume reflects the use of
this material and a void ratio of 0.4 was used for the calculations.
12. The infiltration trench supplements have been revised to state the minimum required
storage.volume based on the design storm as the "design volume".
13. As mentioned in the response to item no. 3, Sand Filter Systems S-IA and S-I $ receive
runoff from the entire drainage area S-1. There is no definitive separation of the
File: kglatlandcharhordwq.wpd

Page 3
Ms. Lewis
April 4, 2001
drainage area. Therefore, the calculations for the systems are for the entire drainage
area S-1.
14. As we have previously discussed in a phone conversation, there is no curbing between
parking spaces 16-18 and 21-23, therefore the runoff that is directed to spaces 16-18 will
enter Sand Filter System S-1A.
15. The details for the sand filter systems have been modified to show the elevations of the
bottom and the overflow weirs. A note was also added stating that the elevation of the
bottom and overflow weirs must remain constant.
In addition to these items, revisions were made as requested in your March 5, 2001 faxed memorandum.
Solid tops are shown on the detail for Sand Filter System S-1 and the 3" drainage pipes located at the
bottom of the sand filter structures were removed from the details.
We hope that these revised materials aid in your review. Please call with any questions or comments.
Sincerely,
Kathleen Gray, El.
Bob Griffith
Ken Burnette
File: a0aa6charbordwq.«pd

Narrative
Erosion and Sedimentation Control 'Plan
Stormwater Management Plan
Atlantic Harbor Condominiuims
January 22, 2001
revised April 3, 2001
Owner: Dockside Partnership
P.O. Box 650
Morehead City, N.C. 28557
[phone]
Engineer: Stroud Engineering, P.A.
151-A N.C. Hwy.24
Morehead City, North Carolina 28557
[phone] RECEIVED
A. Description of Project
1.
2.
Type of Development
APR 0 5 2001
awe
PROJ #
The Atlantic Harbor Condominiums project is located in the Town of
Morehead City, Carteret County, N.C. on a tract of land located on the Morehead
City Waterfront. The proposed project consists of twenty two (22) residential
condominium units and a swimming pool area. The project is proposed as
redevelopment using sand filter systems and infiltration systems as means of
treating stormwater runoff.
Earth Disturbing Activities
a.
0
rilelglatlanticharbomarr, wpd
Excavation and grading for the installation of the drive and parking; area,
drainage, and utility improvements, and stormwater treatment systems.
Grading for the preparation of building pads.
1

3. Drainage
The site presently drains south to Harbor Channel by sheet flow and by the
town's existing storm drainage system.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. 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.
1. Sediment Fence - Sediment 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. Sediment Storage- Stormwater sand filter systems proposed for the site will serve
as sediment storage areas during the construction phase of development.
3. Seeding - All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on plans.
4. Stone Construction Entrance - Stone construction entrance will be used to reduce
transport of sediment off site.
5. Junction Box Protection - Inlet protection will be used to reduce the amount of
sediment entering the storm drainage piping system during construction.
C. Construction Sequence
Units 1-6 have been constructed:
Perimeter silt fencing has been installed.
Site has been partially rough graded.
l . Remove and/or relocate existing obstructions.
2. Install stone construction entrance.
3. Install new silt fencing and/or adjust location of existing silt fencing at locations
shown.
4. Rough grade site.
5. Install utilities.
6. Install junction boxes and storm drainage piping within parking and drive area
with sedimentation control measures as shown on detail.
7. Install stormwater sand filter systems and associated piping.
8. Perform grading of front lawn area.
File: kglatlanlicharbornarr.wpd

D.
E.
9. Seed front lawn area within 14 days of disturbance.
10. Install infiltration pipe system inlets.
11. Fine grade drive and parking area and place stone base course.
12. Prepare building pads for units 7-22.
13. Install curbing.
14. Pave drive and parking area.
15. Install walkway and fine grade pool area.
16. Construct units 7-22.
17. Install stormwater infiltration trench.
18. Install infiltration pipe system.
19. Perform final grading, seed and mulch all remaining disturbed areas within 14
days of disturbance.
Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
Sand Filter System Operation and Maintenance
l . At least once a year and after major storm events:
a. Inspect the sand filter systems to ensure that the filter bed is passing the
runoff as expected. Maintenance operations must be performed when
storms of approximately one inch are not passing through the filters within
24 hours.
b. Check and clear the overflow weirs of any obstructions.
2. Maintenance, when required shall consist of the following activities:
a
b.
Removal of the first two to three inched of discolored sand from the filter
bed and replacing the removed material with new, clean sand.
Sand that has been removed shall be dewatered, if necessary, then
landfilled.
Pumping and cleaning of the sediment chamber.
Material removed from the sediment chamber shall be dewatered, if
File: kglatlanticharbomarr.wpd 3

necessary, then landfilled.
C. Removal of any yegetative or other obstructions to the grated filter cover.
F. Underground Infiltration System Operation and Maintenance
After every runoff producing rainfall event and at least monthly inspect the
bypass/overflow structure for blockage and deterioration and the infiltration
system for erosion, trash accumulation, grass cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate
vegetative cover, mow vegetative cover to maintain a maximum height of six
inches, and remove trash and blockages as needed to maintain system
performance.
3. if DWQ determines that the system is failing, the system will immediately be
repaired or replaced to original design specifications. If the system cannot be
repaired to perform its design function, other stormwater control devices as
allowed by NCAC 2H.1000 must be designed, approved and constructed.
4. Remove accumulated sediment from the infiltration system annually or when
depth is reduced to 75 % of the original design depth. The system shall be
restored to the original design depth without over -excavating. Over -excavating
may cause the required water table separation to be reduced and may compromise
the ability of the system to perform as designed. Removed sediment shall be
disposed of in an appropriate manner and shall not be handled in a manner that
will adversely impact water quality (i.e. stockpiling near a stormwater treatmene
device or stream, etc.).
A benchmark shall be established in the infiltration system. The benchmark will
document the original design depth so that accurate sediment accumulation
readings can be taken. The measuring device used to determine the depth at the
benchmark shall be such that it will give an accurate depth reading and not readily
penetrate into accumulated sediments.
When the depth at the benchmark reads 9" in System 1-1, the
accumulated sediment shall be removed from the system.
When the depth at the benchmark reads 10" in System I-2, the
accumulated sediment shall be removed from the system.
rile: kgkal la nticharbomarr.wpd

-Benchmark elevations shall be elevations of system inlet grates.
G. 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 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be
considered under various options. This project is submitted for approval consideration under
Section .1003(d)(3)(B).
R:V H CAq
Ronald D. Cullipher, P. Q�� ES&* ����,ate
2 7
1313
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HIe:kg%atIantic harhornarr.wpd 5

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO v C MA) R — 6v, 4 V V L7 1- 6)Lkl 11 `� ...
1N �v+�t 1 N L 2_� y S
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
C
L.1219TEn ®1P d ��l1ULJ���L �1Lr
DATE L+
,oOhl C)
ATTENTION
�* a
Lew15
�a ►r S.
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
3 ,-f-L) s ins
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I� o rk LNvSi
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THESE ARE TRANSMITTED as checked below:
For approval
el ❑ For your use
❑ As requested
For review and comment
❑ FORBIDS DUE
REMARKS
E
❑ Approved as submitted
❑ Approved as noted
* Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
11 Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
APR o 5 2001
Dw
PROD #
COPYTO
SIGNED:. z 61
!f enclosures are not as noted, kindly notify us at once.

.J
''-_I
��n `5
1_!_
�}fit :' �•
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ri
7

PROJECT: ATLANTIC HARBORICONDOMINIUMS
LOCATION: MOREHEAD CITY, CARTERET COUNTY, N.C.
PROJECT AREA TABULATIONS:
TOTAL TRACT AREA=
69675 SF
1.600 AC
PROPOSED IMPERVIOUS SURFACE AREAS:
BUILDINGS:
UNITS 1-6=
6767 SF
0.155 AC
UNITS 7-22=
10974 SF
0.252 AC
PATIOS/WALKS=
2348 SF
0.054 AC
PARKINGIDRIVE AREA=
20522 SF
0.471 AC
POOL AREA-
2692 SF
0.062 AC
5' WALK=
921 SF
0.021 AC
EX. 12' WALK=
2028 SF
0.047 AC
TOTAL=
46252 SF
1.062 AC
DRAINAGE AREA AND RUNOFF CALCULATIONS:
USING RATIONAL METHOD: Q=CIA
RETURN PERIOD 10 YEARS
Tc 5 MIN.
INTENSITY 7.23 IN/HR
RUNOFF COEFFICIENT 0.1 GRASSED AREAS
1 IMPERVIOUS AREAS
DA
AREA
AREA
(SF)
(AC)
1-1
11228
0.258
S-2
4785
0.110
S-1
34444
0.791
1-2
15431
0.354
NT
2028
0.047
Notes:
1. SEE DRAINAGE AREA MAP.
IMPERVIOUS AREA IMPERVIOUS % Cc 010
(SF) (CFS)
6453
57.5
0.62
1.15
3991
83.4
0.85
0.68
30915
89.8
0.91
5.19
2855
18.6
0.27
0.68
2028
100.0
1.00
0.34
rev L1ly 10 I
Qraze,
3 U�
Illf
F_SS/ •••• �/ ��
y•
r
'3343
4
p8#1'CUi ;;,,��
RECEIVED
APR 0 5 2001
DWQ
PRO.1 # SGu 8 vl v� Z 8
1
File: kg4atlanticharbor.wO

1
A, e", dap
rev., � 12-1 01
Sol
NT: no ireaJt,r.en-�

I
"I
i
hey',

STROUD ENGINEERING, P.A
Hestron Plaza Two
151. A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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MOREHEAD CITY, NC 28557
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STROUD ENGINEERING, P.A.
Hes#ron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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5TROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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151 A Hwy. 24 /
MOREHEAD CITY, NC 28557 CHECKED BY - DATE
[phone] " `•
MMUCT 284 11Sw* %mii NK I1Pr!NP

North Carolina LT18?FA
Department of Environment and Natural Resources 4 • •
Division of Coastal Management —f
Michael F. Easley, Governor NCDENR
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
March 9, 2001
MEMORANDUM:
V�
TO: Mr. Kerr T. Stevens, Director C
Division of Water Quality t'
FROM: Doug Huggett O�O
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Dockside Partnership
Project Location: Carteret County, adjacent to Harbor Channel at 104 3'a Street in Morehead City.
This is approximately 350' west of the NC State Ports Authority property.
Proposed Project: Proposes to construct 22 residential condominium units in two buildings adjacent
to Harbor Channel in Morehead City.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 30, 2001. If you have any questions regarding the proposed project, please contact Tere
Barrett at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
DATE
Morehead City District 1 151-B Hwy. 24, Hestron Plaza II
Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY 1 AFFIRMATIVE ACTION EMPLOYER - 30% RECYCLED / 10% POST CONSUMER PAPER

Development Type
FEE
()CM %
(143G0t6o1435100093 1625 6253
DWQ °%
2430016D2 435100095 2341?
1. Private, noncommercial
development 91at does not invcfve
$250
100% ($250)
0% (SD)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or
$400
100% (5400)
0% (SG)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A,13, C. or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality
$250
o
tCG', (S2.c q)
090 ;S0)
Ge ti5 ation No.3301 (see attached;
can be applied:
I11(5): For public or commercial
development, if General water Quality
S400
100% (S400)
0 % (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
CeniF.cation No.3301 (see attached),
could be applied, but DCM staff
determined that additional review and
S400
60% (S240)
40% (S160)
written DWa concurrence is needed
because of concerns related to wale,
quality or aquatic fife:
M(a). if General Water Quality
Certification No. 3301 (see attached)
$400
60% ($240)
40% (S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
S475
gD-o (S255)
40% (S:50)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Dockside Partnership
2. LOCATION OF PROJECT SITE: Adjacent to Harbor Channel at 104 South 3" Street in Morehead
City. This is approximately 350' west of the NC State Ports Authority property.
Photo Index - 2000: #526, grid M-18,19 1995: #528, grid C-21,22
State Plane Coordinates - X. 2689800 Y: 360400 GPS #L030615A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Oct. 1999; 3/06/01
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received - cc: March 09, 2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Developed/Conservation
(B) AEC Involved: CS
(C) Water Dependent: No
(D) Intended Use: Multi -Family Residential
(E) Wastewater Treatment: Existing - Municipal
Planned - Connection
(F) Type of Structures: Existing - Condominiums under construction
Planned - Condominiums
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED GT ER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other
High Ground
1.6 acres
(D) Total Area Disturbed: 1.6 acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8, PROJECT SUMMARY: Applicant proposes to construct 22 residential condominium units in two
buildings, adjacent to Harbor Channel in Morehead City.

FIELD INVESTIGATION REPORT
Dockside Partnership
Page 02
9. NARRATIVE DESCRIPTION:
The project site is located approximately 350' west of the NC State Ports Authority in the
Town of Morehead City. This is the site of the old .Jefferson Motel, adjacent to Harbor
Channel, at 104 S. 3" Street. The motel has recently been demolished. The applicant
proposed a 6 unit condominium complex in 1999, and was issued Minor CAMA Permit #48-
99 for this development. The project at that time was to disturb .83 acres of land, resulting
in 29.7% impervious area within 75' of the shore. Since then, the proposal has grown to
include IS more units in a second building, on the street side of the project. This increases
the disturbed area to 1.6 acres, necessitating a Stormwater Plan, a Sedimentation/Erosion
Control Plan, and a CAMA Major Permit. The initial phase of the development is ongoing,
and nearing completion.
The project is an area of the city occupied with commercial ventures, multi -family complexes,
and industry, with town docks along the waterfront. The property is serviced by municipal
water and sewer services, and this development would tie into those systems. The tract is 1.6
acres in size, averaging +6.5' msl. Currently, because of the recent development, the past
development, and demolition, the site has little vegetation. The surface is sandy soils and
gravel. The Town of Morehead City Land Use Plan classifies this area as Developed, with all
AEC's classified as Conservation. The waters of Harbor Channel are classified SC by the
DWQ; the area is not designated Primary Nursery by the DMF; and the area is closed to the
taking of shellfish for consumption. All development in this proposal is landward of the
Town's 12' brick boardwalk. The property is stabilized with a concrete bulkhead. A
Sedimentation/Erosion Control Plan and a Stormwater Management Plan were both
submitted on .January 22, 2001.
The proposal is to grade the entire 1.6 acres for the development of two condominium
complexes, necessary parking, utility connections, stormwater infiltration system, and a
swimming pool. The stormwater system will consist of an infiltration trench along Arendell
Street and an infiltration pipe system 30' from the southern property line parallel to Harbor
Channel. Two inlets will be connected to the pipe system within the 30' buffer from the
water. Three smaller sand filter systems will be located along the eastern property line,
under the parking area, and east of the pool. The development within 75' of the water has
been reduced from the original proposal to 29.3%, with an overall lot impervious of 67%.
This represents an 8% reduction in impervious area from the former development.
The required parking for this development includes parking for the adjacent marina. Sixty
eight spaces are required, and 70 are provided. The proposed pool will be located along the
western property line, midway between the bulkhead and Arendell Street. There is to be a
concrete curtain and lounging area around the pool. A 5' concrete sidewalk is proposed from
this community area to the existing boardwalk along the water's edge. A wooden privacy
fence is proposed along the western property line in the area of the pool. The condominium
units along the water are to be 3 stories in elevation, while the units along Arendell Street
will be 4 stories.

Dockside Partnership
Page 03
10. ANTICIPATED IMPACTS:
As proposed, this development will cause the grading disturbance of the entire 1.6 acres of
the property. The end result will be a multi -family residential complex with a total
impervious area of 67%, with 29.3% of that located within 75' of Harbor Channel. The site
was previously disturbed, and developed for a similar use. All docking facilities currently
exist, and there is no work proposed within the water. Because of the buffer between the
proposal and the water, the potential for sediment moving into Harbor Channel is minimal.
The use is consistent with the area.
T. Barrett March 9, 2001 Morehead Citv

Form DCM-MP-1
APPLICATIO
1 FEB 16 2001
(To be completed by all applicants)
b. City, town, community or Ian► `6a&k "`4-"-•-----
i'�dv'e,
1. APPLICANT
a. Landowner:
Name D nc e Pa tne+r's I
Address F, 0- Box (o5 4
City More ewd �I±j Mate C
Zip ZgSS` Day Phone Z5L-CIS -Li t9
Fax 25Z-�28,t92
b. Authorized Agent: `
Name 5ifo U 1—: Vn�,rNeer,I Jic�
�
�.11-i^
Address t 51-A N-C- Hwy ZLI
City I�dr-e y1ea� C-13state N C
Zip 2ASS-1 Day Phone [phone]�
Fax 25
c. Project name (if any) Llsnf C I-har-b Or
o V;X a rvt ► V-� � wrn S
NOTE: Permit will be issued in name of Lamkmwr(s), andlor
project name.
2. LOCATION OF PROPOSED
PROJECT
, County Ca,r+ e- re.t
c. Street address or secondary road number
104 5. 3rok S-�-ee -V
d. Is proposed work within city limits or planning
jurisdiction? X 'Yes No
e. Name of body of water nearest project (e, river,
creek,sound, bay) _ i &rbor, Chanvie
3. -DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
eor,,s m.c-�Idei of res�de,n io��
CA/�dDMIUY►'1S 1POO (Xndk reRLZre-ck
p arl� ono. a,nd [>t+rs Je. a,r@a.
b. Is the proposed activity maintenance of an existing
project, new work, or both? hew worl.
c. Will the project be For Public, private or commercial
use? Qrl vo.?e.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.— C e nsinA c- i o n ,of L L
__re,s,c�Crl��o.\_ C�onr�otv�},n�4mS U3 POO _anCk
iAA 411c._1e% of wa{er` ovvdt se
— SC'ryi Cep i neluc��nq exis�,i �+�, v]a}ei''
1 e ex+eY"5— n
"' Co�S'tYwG�ion _af aiorw�Wa.�er _
'�'r�a�'iy+ne,n� sYSf @vv� artid d.J'a.�/10.�e.
Revised 03l95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
none e.xi n on slie-
a. Size of entire 'tract J . (0 D At C" n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) n j q wastewater, industrial/commercial effluent, "wash
— L down" and residential discharges.)
c. Approximate elevation of tract above MHW or - "`'r °`e rVwx °
NWL
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water.supply source.
itnf C �; (� w Soursc�a►� C o_grs e-1 c�ara� Town of �Y
e. Vegetation on tract fy. Limo.l %M-SS
f. Man-made features now on tract ? VNA s e_ I. -
eond.awl niurn %AAiA 5 1- G
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the Load Land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
i. - Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificaie, if appLiaable)
j. Has a professional archaeological assessment been
done for the tract? Yes No
If yes, by whom?
k. -Is the project located . in a National Registered
Historic District or does it involve a National
Register listed or eligible property? .
Yes X No
I. Are there wetlands on the site? .Yes X No
Coastal (marsh) , Other .
If yes, has a delineation been conducted?
(,lrwrh documentation, if avaiLahLe)
5. ADDITIONAL INFORMATION
In addition to - the completed application form, the
following items must be submitted:
• A copy of the deed (wiq state application only) or
other instrument under which_ the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 _1/2" 'by I1" white paper. (Refer to
Coastal Resources Commission Rule 73.02Q3 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revicwl 0105

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Poeks;de Coe okwy -,n,v•-n.s p4-4DA
Naive C10 C.A, Cofer, Press eni _
Address P•a. l3o Z2_9 A-tIo lr4, e Gea6iWC Z3512
Phone 2_5 Z - Z H'I Ll41Z
Lee we ro( 1- rbor 4b A
Name c Jr, DrAvJ Se,41� Pres;den�
Address 4S ;1 •ke Close NArfh ITV,lso') CZI 9b
Phone 25Z-_7-13I- Z(bG6
Name
Address
Phone
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA jA'ino,- Devdoevykev%i Qerrv'%% 1 * `i 3-9i1
i s s rti e d A o 9a ek s id e-..erir,erC~. 42 C
are Nov. I (a) 1199 .
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
I~nvironmental Policy Act.
f; c00?
6. CERTIFICATION AND -PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North CaroIina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
2aO l
This is the 14 day of
00 ck s r Jj e__ P E
Print Name Robt ft. W, l= $
Signature
landowner r Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
�C DCM MP-3
Upland Development
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each arrachmens in the
space provided at the bottom of each form.
Rvvitied 031"

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed ±uyo (2) b" AA n�,s
CbK6.knie%a, ZZ res-de,X} 10,E oaAJ;M;n;urns i.
w'+h Qaa-V &*4 Y-ekk!ck, Pa.r ki ne,
b. Number of lots or parcels _ 1
c. Density (give the number of residential units and the
units per acre) Z Z v.r% l it,
-- -- 13, 1 S an a % aPr e-
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1. (, 0 oaeres
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X -Yes No
If yes, date submitted Samar ZZ 2a0 I
List the materials (such as mar], paver stone,
asphalt, or concrete) to be used for paved surfaces.
Q s0ha.tT
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
,impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. Z 9 , 3 01e
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
�_ Yes No
If yes, date submitted 5'wnuo.r- 2Z. 206 1
Describe proposed method of sewage disposal.
IMwA 0-1$2a1 Sewe-v- serV i ce.
._ _ I
Have the facilities described in Item i. above
received state or ocal approval? QS
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
sir--i^o.c. e rAA�A of f
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m ,A e.► poi 1 w c A e r s v s+e wy
m. Will water be impounded?
If yes, how many acres? _
Yes ->( No
n, if the project is a oceanfront developme t, when
was the lot(s) platted and recorded7 a
oe.k54de PcIe�r,e>r'sv"�tp
Pro' ct V�Y�Z�
Signature
Rate
RevLsed 03195

RIC Is•Isr �►
------------------------- --- ----- ARENDELL STREET
-------------e'_II• .aT[. elt
-----"-`7µ -----------------
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�� 34OC96,
9V JCP�e�i.en. ✓iialiaon
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DATE
June 30, 2000
&1 2522
iU,1m,, flan, AWA Vatdima 28402
d. WO-452-0007
RECEIVED
JAN .2.4 2001
DWQ
PR0i # �262 7 o lot Z 8
yw,,�, >¢
_T..Y .5.A 6"« ,9,"4
8805 W,i ,4G" d' w um
SUBJECT: Land & soils evaluation of the Dockside Condominium Project Tract (1.59 acres)
for stormwater infiltration treatment usage. Tract at the SW intersection of Arendell
Street and 3rd Street to Bogue Sound, Morehead City east area, Carateret County,
North Carolina. (PIN # 638620912010; DB 525, Pg 355)
TO: Dockside Partnership, Mr. Bob Griffith
c/o Mr. Ron Cullipher, P.E.
Stroud Engineering Company, P.A.
101-A NC Hwy 24, Hestron Plaza
Morehead City, NC 28557 [phone]
The land & soils within the Dockside Condominium Project Tract (1.59 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. This tract is being redeveloped from high density commerciaVindustrial usage, to
lower density residential townhome usage. It is out understanding the stormwater control
measures for this proiect come under. 1003-a-5 of the rules & reas, which will allow some leeway
in the final design of this stormwater controls stem vs a strictly new profect.
The proposed project is greater than 1 acre in size, will have >25% impervious surfaces, drains
to Bogue Sound in a southern direction, and drains to "Class S.C. Waters" before draining to
"Class S.A. waters". Being at this location and adjacent to S.C. Waters allows the usage of
detention ponds, infiltration basins, or an equivalent innovative/alternative method to treat
stormwater run-off. While detention ponds are an option for this project it is desired, from a
treatment and space perspective, to explore the options for subsurface infiltration basins.
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 inlhr or greater.
The tract is redevelopment of an old high density development. Thus the tract has natural soils
with minor surface disturbances, and historic (1940's - <1970) fill areas to +3-6 ft depths, over
moderately well drained to poorly drained, sandy and coarse -loamy soil types. Elevations across
the tract are >5 - 8 ft (amsl). The tract predominantly has level topography (0-1 % slopes). It has
a gradual slope from north to south towards Harbor Channel & Bogue Sound, which are classified
as "S.C. Waters" immediately adjacent to the project site (see map). The enclosed land & soils
map show the various land/soil types found (see map). The following are brief descriptions of
these land & soil types, detailed soil pit descriptions are attached:
The "YellovV' Areas (see map) are natural sandy soils. These soils have an estimated seasonal
high static water table +48-55 inches from the current ground surface (@-4 ft elev), based upon
soil wetness indicators. Estimated permeability is <5-15 min/in (>4-12 inlhr). These soil types
should be considered as usable for shallow placed infiltration stormwater systems, with bottoms
-2 ft into current grade or at -6 ft elevations. Soil types found are Wando-Urban phase. Typical

Page 2.
Dockside Condominium Project, Stormwater Treatment
soils are yellow -brown sand or loamy sand to 48-55" depths, and pale brown to light gray sand or
loamy sand to 60-70" depths.
The "Brown" Areas (see map) are natural sandy soils which have been historically (<1970's)
disturbed and/or mixed with sandy fill materials. These soils have an estimated seasonal high
static water table +36-45 inches from the current ground surface (@-4 ft elev), based upon soil
wetness indicators. Estimated permeability is <10-20 min/in (>3-6 in/hr). These soil types should
be considered as usable for ultra -shallow placed infiltration stormwater systems, with bottoms --1
ft into current grade or at -6 ft elevations. Soil types found are Wando-UrbanlFill phase and
Seabrook -Fill phase. Typical soils are brown to dark brown, sand or loamy sand, to 35-40" depths,
and dark gray brown to dark gray, sand or loamy sand to 60-70" depths.
The "Gray" Areas (see map) are historic (<1970's) mixed fill materials, over poorly to somewhat
poorly drained natural sandy soils. The mixed fill consists of sand to loamy sand with lenses or
thin strata of clay loam or clay. These soils have an estimated seasonal high water static water
table +36-42 inches (@-3 ft elev). The existing soils have an estimated permeability of 10-120
minlin (0.56 inlhr) to 36" depths, and 10-30 min/in (2-6 inlhr) below -36" depths. Since this is
redevelopment of an existing site, these soil types should be considered as usable for ultra -
shallow infiltration systems, if the upper 36" historic fill can be removed and back -filled with clean
fine -medium sandy materials. The ultra -shallow placed infiltration systems should be placed -1
ft into the current grade or at --5 ft elev. Man-made sidewall soil berms could increase the holding
capacity of these systems.
The "Pink" Areas (see map) are historic (<1970's) fill materials of variable composition,
permeability, thickness of strata, and/or have a more shallow depths to seasonal high water table.
This area also has existing underground storage tanks which also present limitation for stormwater
infiltration usage. These soil areas should be considered as unusable for stormwater infiltration
basin usage, unless major site improvements are allowed such as excavation, back -filling, and
elevating the site with usable clean sandy soil materials.
The tract is composed of natural sandy soils, and historically (<1970's) disturbed or fill soils. The
tract is redevelopment of an existing site, so allowances may be allowed to improve marginal soil
sites for stormwater infiltration usage through excavation/fill or additional fill. The seasonal high
static water table should be considered between -3.0 ft elevation (southern half) to -4.0 ft
elevation (northern half). The "yellow", "brown", and "gray" soil areas (see soils map) should be
usable for shallow to ultra -shallow placed stormwater infiltration systems. This would be shallow
placed infiltration basins with or without man-made sidewall berms, and "Infiltrator" panels within
the natural soil areas ("yellow" & "brown" soil areas, see map). Within the historic variably filled
soil areas (see map, "gray" areas) the upper materials should be excavated and back -filled with
clean fine -medium sandy materials to 36" depths before usage with ultra -shallow stormwater
infiltration systems. NCDE&NR-DWQ Stormwater Section should be contacted for further
comments and suggestions before final planning and permit application.
cle-s
Larry F. Baldwin, CPSSISC
ARCPACS #2183; NCLSS #1040

* * * COMMUNICATION RESULT REPORT ( MAR.23.2001 3:46PM )
FILE MODE
468 _MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
-----------------------------------
e-252247�4098 --OK - - P. 1/1
North Carolina
Department of Environment and Natural Resources
Division of Water Quality.
Wilmington Regional Office
Michael F.'Easley, Governor
William G. Ross, Jr., Secretary
----------------------------
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX OVER SHEET
��
NCDENR
Nos'm CAROUNA QEPARYHENT of
ENviRoNME;NT AND NA7A6 ReSOURGC9
Dote: March 23, 2001 No. of Pages: 1
To: Kathleen Gray From; Linda Lewis
AO
Company: Stroud Engineering Water Quality Section - Stormwater
Fax #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010128
Project blame: Atlantic Harbor Condos
MESSAGE:
Dear Kathleen:
A soil investigation was performed on Tuesday, March 13, 2001, at the subject project. The soil scientist
indicated that the seasonal high water table at the site of the proposed infiltration trench system #2 was
approximately 42" below the existing ground elevation of6. The maximum bottom elevation for the trench would
- r .., i . ., -•-__ ^ ao ni.,.,,,o4ti,;c tronn}k lip..G1S1'T1

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
.FAX COVER SHEET
Date: March 23, 2001
To: Kathleen Gray
Company: Stroud Engineering
FAX #: [phone]
DWQ Stormwatcr Project Number: SW8 010128
Project Name: Atlantic Harbor Condos
MESSAGE:
Dear Kathleen:
A I
T;1WJ
1 * •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
No. of Pages: I
From: Linda Lewis
Water Quality Section - Stormwatcr
FAX # [phone]
Phone # [phone]
A soil investigation was performed on Tuesday, March 13, 2001, at the subject project. The soil scientist
indicated that the seasonal high water table at the site of the proposed infiltration trench system #2 was
approximately 42" below the existing ground elevation of G. The maxiniUn7 bottom elevation for the trench would
be 4.5. The plans indicate that the bottom of� the trench will be at elevation 3.83. Please revise this trench design
to have a bottom elevation no more than 4.5.
S:IWQSIS"I'OItM WA"17AD1a1N I'01010128-2.MAR
127 Cardinal Dr. Ext., Wilmington, Forth Carolina 28405 Telephone [phone]AX 910-350-2004
An Equal opportunity Affirmative Action Employer 51i'%, recycled110% post -consumer paper

1 : t
P. 1
FILE MODE
--------------
978 MEMORY TX
* * * COMMUNICATION RESULT REPORT ( MAR. 5.2001
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-S) NO ANSWER
ADDRESS (GROUP)
- - 8-2522474098
5:10PM ) *
TTI
RESULT
-----------
* *
NCD£NR WIRO
PAGE
--------P. 1i1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: March 5, 2001
To: Kathleen Grey
Company., Stroud Engineering
FAX 4: 252-247-4098
DWQ Stormwater Project Number: SW$ 0101128
Project Name: Atlantic Harbor Condos
MESSAGE:
Dear Kathleen;
IL
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
l spoke to Jeanette about the sand filter overflow problem. She agrees that the drop inlet needs to have a solid top
so that all the runoff is sent through the sand filter. The BMP design standards do not require a bypass of the excess
runoff, i.e., an ofFline system. It is expected that stun-ns in excess of I" will overflow the sand filter. A grated inlet

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Willllingtoll Regional Office
Michael F. Easley, Governor
William C. Koss, .lr., Secretary
Dale: March 5, 2001
To: Kathleen Cray
Company: Strout! Engineering
FAX #: [phone]
FAX COVHL SHi-E-ET
DWQ Stornnvater Project Number: SW8 010128
Project Name: Atlantic Harbor Condtts
MESSAGE:
Dcar Kathleen:
Ay
•o
f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURee5
No. of Pages: 1
From: Linda Lewis YA-1
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone])
I spoke to .leariette about the sand filter overflow problem. She agrees that the drop inlet needs to have a solid top
so that al I the runoff is sent through the sand filter. The 13M I' design standards do not require a bypass of the excess
rurtofT, i.e.. an offline system. It is expected that storms in excess of 1" will overflow the sand filter. A grated inlet
at that location would certainly cause some bypassing of runoff that was meant to be treated in the sand Ilter. The
current proposed clesign of several 6" orifices draining into a 6" collection pipe isjust fine. The flowrate leaving
this system is much more than needed. The proposed design does not compromise the ]'head recluirement. The head
is treasured from the top of the sand, that is why no outlet can be more than 6" in diameter, so that the runoff goes
through at least 12" of sand.
Since the sand filter is placed at the low spot, an additional "overflow" chamber or additional orifices can be located
oil the other side of the sediment chamber, at an elevation higher than the weir elevation into the sand Filter. "Phis
will allow excess runoffto "bypass" the system without ponding tip. The only problem here is that there must be
suflicicnt storage provided In the Sand filter and sediment chamber to accommodate the I" volume.
With respect to my Item It14, the grading plan has notations in that area called "T.O.C."IS. YOUr legend indicates
that this is the top of curb elevation. I f there is no curb in that area, there cannot be T.O.C. elevations. To avoid
confusion, please acid T.O.P. elevations (top of pavement) in this area, and delete dic T.O.C. elevations. In order
to liinction properly, the solid tops over the sand filter in DA-3 will need to be water tight, since the runoff will be
sheet flowing over it to get to the sediment chamber grates.
noticed something on the plans today that I did not see before. There is a 3" drainage pipe located at the bottom
of the sand filter Structure, between the sand chamber and the sediment chamber. "Phis is not shown on the details
provided in the 13M P document, and must be removed. The weir cut is the only method by which runoff gets into
the sand filter, and the 6" orifices are the only method by which it leaves the sand filter.
S:IWQSIS'1'0RM WAT\ADDINF41010128.MAR
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action t:tttptoyer 50% recycled/€0% post-consiFnter paper

FAX Transmittal
Cover Sheet
Stroud Engineering. P. A.
Hestron Plaza Two, Suite A
151-A Hwy. 24
Morehead City, North Carolina 28557
TEL. No.: [phone]
FAX: [phone]
Date: d) .lob No.. p M 1 D 3 D
#Of Pages (including Cover Sheet):
Project:
o S VV'TS b I o i 2_ -
From: /6,14in t ec v, Gray
To: — w W C
Attention: �. I a �� v/ I FAX # I D — 3 Se) - 2-U Q Li
Remarks:
22Q Vvti O
Transmitted as checked below:
13 As Discussed ❑ As Requested
XFor Your Review 0 For Comment
© For Your Information 0 Original to Follow in Mail
❑ For Bids Due
107 Commerce Street
Suite B
Greenville, N. C. 27858
[phone]
I 'd 8600ZZSZ
❑ For Approval
❑ For your use
9
3961-A Market Street Hestron Plaza Two. Suite A
Suite A 151-A Huy. 24
Wilmington, N. C. 28403 Morehead City, N. C. 28557
[phone] [phone]
ON XU ONIMNIONE GMIS Wd P:Z Q3N IO-8Z-H d

STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
To: Linda Lewis @ NCDENR-DWQ, WiRO
From: Kathleen Gray @ Stroud Engineering, P.A.
Date: February 28, 2001
Re: Atlantic Harbor Condominiums
Stormwater Project No. SW8 010128
Carteret County
We have received your preliminary review comments for the above referenced project and would like to
provide you with thoughts on some key issue for the project such that we may discuss with more ease
later.
Your Item No. 1 states that the project drains to SA waters. It is our understanding that Harbor Channel
is class SC. We would like to verify the filter requirements for SC waters.
With respect to your Item No. 14, there is no curb between parking spaces 16-18 and spaces 21-23. The
portion of runoff from Phase I that is directed to the area of spaces 16-18 will enter into sand filter
system IA. This is noted for the following issue.
The entire drainage area 3 is proposed to drain into the central portion of the drainage area, where
currently the sand filter systems l A and I B and a drop inlet are proposed. We realize that storms in
excess of the 1 inch runoff may overflow the sand filter systems, but in the case of this project, the
drainage area served by the sand filters has no outlet for the additional overflow ninofl: Therefore; we
proposed a drop inlet at the lowest point in the drainage area to provide an outlet for the additional runoff
with the assumption that most of the runoff would enter into a sand filter system before reaching the drop
inlet.
As mentioned in your Item No. 4, all runoff must be directed into the sand filter and the proposed drop
inlet will require some modifications. To provide an overflow outlet and maintain the required 1 ft. of
head for the sand filter, we are considering use of an outlet weir for the sand filter system I placed at an
elevation that wilt allow for the required 1 ft. of head to be maintained. It appears that this would require
an increased depth of the filter system in excess of the proposed 36 inches.
Before a great deal of effort is put forth in finding a solution, we would like to discuss this issue with
you. Please call upon reviewing this information. Thank you.
File: kglatlanticharbonneniol_wpd
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE n 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]
Z d GHO ONSZ 'ON XVd ONIMNIONd Gno"ZS Wd WI GM I0-H-93d

North Carolina
Department of Environment and Natural Resourees
� ° o
Division of NVater Qualitfi'
Wilmington Regional Office
Michael F. Lasley, Governor NCftJrr.NR
Villiam G. lloss .Jr., Secretary NofiYH CAROLINA DEPARTMENT OF
ENVIRONMENT ANU NATURAL RESCURCES
l;ebruat)' 23, 2001
Mr. Robert W. Griffith, Jr., Managing; Partner
Dockside Partnership
PO Box 650
Morehead City, NC 28557
Subject! REQUEST FOR ADDITIONAL ]INFORMATION
Storrnwater Project No. SW8 010128
Atlantic Harbor Condominiums
Carteret County
Dear Mr_ Griffith:
The Wilmington Regional Office received a'Stormwater Management Permit Application for Atlantic
Harbor Condominiums on January 24, 2001. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
All overflows from an infiltration system (not from the sand filters) must flow through a vegetated
filter prior to discharge. Since these are SA waters; the filter must be at least 50' long.
2. Have you made any plans for the State to be able to access the property? The access gate will
significantly deter inspections. Is it possible to provide the State with an access code?
3. You have proposed 5 systems, therefore, there should be 5 supplements. Each system must stand
alone. Please separate out Sand filters I and I in DA-3, and redraw the drainage area map to
show each individual drainage area for each system. Since DA-5 is not proposed to be treated; you
do not need to identify that drainage area_ To avoid confusion, it is best to number each drainage area
the same as the system #. For example, the drainage area to system 41 A would be labeled as DA=1 A.
4. Please either delete the grated drop inlet at Parking Space #19, or revise it to a solid top, or make it
a junction box or make it a bypass structure with a weir. All runoff that falls into it must be directed
into the sand filter.
Please add the nearest major intersection to the vicinity map,
I -low does the excess design storm bypass "french 41 ?
Why are you providing less storage that the required minimum? The rules say that redevelopment
projects must meet the requirements to the "Maximum Extent Practicable'. Please make sure that
each sand filter can meet the volume and surface area requirements, and revise the infiltration
trenches to provide the full 1" runoff storage volume. Each of these systems is very close to
providing the full storage.
S. Please check the trench length reporied on the supplement for Infiltration Trench 42. It says 560 feet,
but the trench itself averatoes 140' in length.
9. Please report the width and height of Trench 2 on the supplement. For some reason, the 10" pipe
diameter has been repeated and the width and height are crossed out. Trench 2 has a width of b' and
a h6uht of 12", according to the detail. Please revise.
10. >:orTrench 42, a]I of the volume from the bottom of the pipes up to the overflow elevation, not,}ust
the 10" pipes, can be used to meet the 1 " storage volume requirement. Based on my preliminary
calculations, it appears that Trench 42 has sufficienf*v'blume. Please check and recalculate.

Mr. Griffith
February 2J. 2001
Stormwater Project No. SWS 0 10 128
---------------------------------------------
1 1. What sort of material is proposed to fill in the spaces between the 10" pipes in Trench 42? Please
show on the detail, and recalculate the volume provided.
12. The "Design Volume" on the supplement is where you report the minimum required volume based
on the design storm, not what is provided. Please revise.
13. I am unable to verify calculations for Sand filters I A and i B until their individual drainage and built -
upon areas have been identified.
14. How will the runoff that ends up in the low spot at parking spaces # 16418 get into either of the sand
filters? The 4" curb prevents this runoff from getting into system IA, and the grading prevents it
from getting into system I B. In reality, the grading in that area should be revised. Currently, the
majority of the runoff from Phase I is directed into that low spot. If regrading is not done, please put
another sand filter behind #1 A for this runoff and share the C" outlet pipe, or provide a drop inlet at
the low spot which connects into the sediment chamber of # 1 A.
15. The bottom and weir elevation of the sand filter must remain level. If there is a slope, the runoff will
always overflow at the loavest weir, and the upstream sand filter will rarely be utilized for treatment.
Please indicate on the plans what the bottorn and overflow weir elevation for each sand filter will
be. It cannot be based on a depth from the grate elevation, if the grate elevations are not the same.
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 March 23, 2001, or the application will be returned as
incomplete. Thereturn of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottorn of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of an), impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need
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to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must
be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me
at [phone]. 4
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSiST0RMWATIADDINF01010128YE8
cc: Linda Lewis
Ron Cullipher, P.E.

�'%STROUD ENGINEERING, P.A. 1
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557 `" itr
[phone] J
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WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
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JAN 2-4 2001
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❑ Samples ❑ Specifications
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THESE ARE TRANSMITTED as checked below: l
❑ For approval ❑ Approved as submitted
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For review and comment ❑
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by L_4� YYlr TV"- , G r m p {, J_V®10C
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If enclosures are not as noted, kindly notify us at once.

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LANI) & SOILS MAP OF THE PROPOSED DOCKSIDE CONDOMINIUM TRACT (1.59 acres)
FOR STORMWATER INFILTRATION USAGE & SUITABILITY (Redevelopement Project)
Morehead City East Area - Carteret County - North Carolina
Morehead City
To Beaufort
ARENDEL.L STREET U.S. ✓ IGHWAY 70
C "Q-• -r+w f..._.---••_«_._---•.•.1--------------^—1�—•;---..,---'sr- -r-- �.�... ,�
del
Ek
fa• �I1ri
f � ; A b 31 W � :'�: _ 73 >a 11' � �i•; >1 q w o
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MASE I I . W c f. a. I
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+1 t+ �+ is ,� tl to ,1 ,i 1 � _ + � '�~ • �`
sus, ,`! C' - _ � •— lal Is 11, 1>' ,: I r 1 ,c` ;�,�`tfu:•1i _ 'r
�. • ..s. t�-.-. �.
IN
SCALE: 1 Inca = 50 Feet
(soil lines paced & approx)
.._�.i__—...- a
[Survey by Stroud Eng] -�, - t .rc.. ._..
M '
10/05/99 map i (D '
JUNE - 2000
•, p.n 1
SOUNNO
,. C • Wafic
1 Usable soils for stormwater infiltration with shallow placed basins (2 ft into current grade or @-6 ft elev).
Est seasonal high static water table +48-55". Est permeability 5-15 min/in (4-12 inlhr). Wando-urban phase soils.
Usable soils for stormwater infiltration with ultra -shallow placed basins (1 ft into current grade or @--6 ft elev)
with possible man-made sidewall berms. Est seasonal high static water table +36-45". Est permeability
10-20 minlin (3-6 inlhr). Sandy historic fill (<1950's), Wando-urban fill phase, and Seabrook fill soil types.
- Usabls soils for redevelopment stormwater infiltration systems. Current soils to --36" depths are mixed
historic fill sands with clay loam -clay lenses, and below --36' depths sand to loamy sand. Sites usable if
upper 36" historic fill excavated and back -filled with clean fine -medium sand materials and with ultra -shallow
basins (1 ft into current grade or @-5ft elev) . Est current permeability 10-120 min/in (0.5-6 inlhr) to 36" depths,
and 10-30 min/in (2-6 inlhr) below —36". Est seasonal high static water table 3642".
so.. ac
Unsuitable soils for stormwater infiltration usage due to variable historic fill materials, `
seasonal high staitc water table <36", existing underground tanks, and/or slow 'S
permeability >120 min/in (<0.5 inlhr).
LAND MANAGEMENT GROUP, INC.