SW7000321_HISTORICAL FILE_20100517

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_(j(A)��
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
��(zcI 7-
WYYMMDD

Vinson, Scott
From: Vinson, Scott
Sent: Monday, May 17, 2010 1:12 PM
To: 'R.M. "Pete" Chiles, P.E.'
Subject: RE: Geothermal loop diagram
Attachments: image001.jpg
Pete,
Thanks for the diagram. I've discussed the project with our Buffer/Wetland staff member Roberto Scheller and we have
no problems with the project.
We do not require any additional information. The buffer impacts proposed are allowed without any additional
approval and the State Stormwater Permit does not need to be modified, We will simply place the revision in the file to
help keep it updated.
Thanks,
Scott Vinson,
Environmental Engineer
NCDENR - DW4
943 Washington Square Mall
Washington, NC 27889
[phone]
Please consider the environment before printing this e-mail.
*E:-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may he
disclosed to third parties.
From: R.M. "Pete" Chiles, P.E.[mailto:[e-mail]]
Sent: Friday, May 14, 2010 12:54 PM
To: Vinson, Scott
Subject: Fwd: Geothermal loop diagram
Scott,
attached is a pdf of the proposed well heads
for your files.
Thanks again for your assistance in this matter.
Pete
R.M. "Pete" Chiles, P.E.
Robert M. Chiles, P.E.
417-A Broad St.
P.O. Box 3496
New Bern, NC 28564-3496
252-637-4702 Office
252-637-3100 Facsimile
252-670-1688 Mobile

-------- Original Message --------
Subject: Geothermal loop diagram
Datc:Fri, 14 May 2010 12:28:36 -0400
From:Jim Cornette <5m arm(a�bellsouth.net>
To: <petenrobertmehilespe.com>
Hi Pete.
Diagram as requested through Lucien. Let me know if you have questions.
Jim
James L. Cornette, P.G.
Applied Resource Management, P.C.
P.O. Box 882
257 Transfer Station Road
Hampstead, NC 28443
910.270.2919
Fax [phone]
cell 512.4890

SUPPLY
PIPE
L
l I• EARTH
BAGKFILL
�IpE
-�--POL:ATHY-NE FIFE
AS SPECIFIED
60REHOLE— pRILL. SUAI.L AS
POSSIBLE .BUT NOT Wi E THAN 6"
PXKFILL ENTIRE BORE
WR THERWA.l,.Y
ENRAkED GROU' AS
SPECi�'I�
250 FT. BORE DEPTH
. J1w7kYlmr FiTAHGS
W(M HEAT WELDED
TITLE: GEOTHERMAL DETAIL FIGURE:
A
VERTICAL LOOP
SCALE: DRAWN BY:
9io12�a-29f9 Fax ��o-29sa NOT TO SCALE DNH
®'

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28664.3496
11 May 2010
Mr. Scott Vinson
NCDENR
Division of Water Quality
Washington Square Mall
Washington, NC
REFERENCE: - DWQ Permit SW7000321,
Front Street Developers'
Pollock& Front St., New Bern, NC
BUSINESS 252-637-4702
FAX: [phone]
www.robertmehilespe.com
Dear Scott,
Pursuant to the above referenced permit, Front Street Developers is in the process of
finishing out the shell building built on the peninsula on this site. In order to cool the
building, the owner, tenant, and contractor have proposed the installation of a closed
loop, geothermal water only well system to heat and cool the restaurant building. The
installation of these wells will be hidden from view after installation.
The City of New Bern Inspections Department has raised the issue that the proposed well
locations are inside the 50 ft Neuse River Buffer. These locations are indicated on the
attached plan. The proposed condition in the area of the wells is currently compacted
gravel, and the wells are 31' from the edge of the bulkhead(inside Zone 2) for the first
row and 46' from the edge of the bulkhead for the second row( also inside Zone 2).
The proposed development is in keeping with the permitted activities, we are not
changing the storm water system, increasing impervious beyond the permitted amount,
or otherwise working contrary to permissible activities.
If you need further information or if there is any assistance i can provide to expedite
satisfying the requirements
If you have any questions or we could be of further assistance, please feel free to
contact me at your convenience.
Best Regards,
ROBERT M. CHILES, P.E.
Electronic document
Pete Chiles
R.M. "Pete" Chiles, Jr., P.E.
RMC # 201 DO43 1 1 May 2010
FRONT STREET - PERSIMMONS. Page I of 1

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ROBERT M. CHILES, P.E.
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Vinson, SCoi
From: R.M. "Pete" Chiles, P.E. [[e-mail]
Sent: Thursday, May 13, 2010 2:43 PM
To: Vinson, Scott
Cc: Lucien
Subject: Re: Front Street Developers Persimmons restaurant
Scott,
the wellheads will be below grade,
with a manifold back to the
heating/cooling system in the building.
Nothing will be visible or above grade onsite.
Y am forwarding this to the contractor,
to see if we can get that drawing to you.
Thanks for the quick response.
Pete
R.M. "Pete" Chiles, P.P.
Robert M. Chiles, P.E.
417-A Broad St.
P.O. Box 3496
New Bern, NC 28564-3496
252-637-4702 Office
252-637-3100 Facsimile
252-670-1688 Mobile
Vinson, Scott wrote:
> Pete,
> Y spoke with Roberto Scheller, our Buffer expert about this proposal.
> The water wells are exempt from the buffer rules and because it's
> being placed on existing impervious (compacted gravel) then any above
> ground well casings should also be OK, but could you please send
> Roberto& myself a .pdf of the typical above ground well head casing
> and pad(s) if any? We just want to add it to the plan and narrative
> you have already sent. Thanks, Scott
> NOTE: Please update your address book with my new email address [e-mail]
> Please consider the environment before printing this e-mail.
> *E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
> -----Original Message-----
> From: R.M. "Pete" Chiles, P.E.[maiito:[e-mail]]
> Sent: Wednesday, May 12, 2010 11:01 AM
> To: Vinson, Scott
> Subject: Front Street Developers Persimmons restaurant
> Scott,
1

, P.
> Attached is a letter about and a plan showing the locations of the geothermal closed loop
wells. I need to let the City of NB know something,very very soon. Let me know what I can
do t6 help get this done.
> Pete
> R.M. "Pete" Chiles, P.E.
> Robert M. Chiles, P.E.
> 417-A Broad St.
> P.O. Box 3496
> New Bern, NC 2SS64-3496
> 252-637-4702 Office
> 252-637-3100 Facsimile
> 252-670-1688 Mobile
>
>
-, l
2

ALVID-Ill;WA
-a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
January 16, 2008
MEMORANDUM:
TO: Bill Moore
Kyle Barnes
Division of Water Quality
? doa3z�
�ce S
JAN 12 200$
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMAIDREDGE & FILL Permit Application Review
Applicant: Front Street Developers, LLC
Project Location: Adjacent to the Neuse River along the 300 block of East Front Street in
downtown New Bern, Craven County
Proposed Project: The applicant is proposing to construct a 29-slip marina with excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
2/6/2008. If you have any questions regarding the proposed project, please contact
Jonathan Howell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
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.
SIGNED DATE
ommerce Avenue, Morehead
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

CRAVEN COUNTY
11-15-'�5
1783
STATE 0 T H
No�a�.�NA.
i;~•� Real Estate
Tax
AR
G
Excise
FEE ICU
STAMPS lea
B 1 F7
I ,
f
JAN 11 2008
Filed41StFaffCdrr))Thisf;ol,even Cou y
T Excise Tax - I Recording `>:'im
Tax Lot No ....................................................... .... Parcel Identifier No................
Verified by..................................................................... County on the .............. day of ...............
by................................................................................. .
Mail after recording to ..........,.C. H. POPE, JR.
Thin instrument was prepared liy .,...IaILLIAAI H. HOLLOWS
liriaf description for the Index
Book and Page
...................., 19............
NORTH CAROLINA CIENERA.L WARRANTY DEED
'PHIS DEED made this ./iU...... day' of _ .... 9.5 ....., by and hetween
GRANTOI;
RALPH H. DECKELBAUH and wife, VERA M.
DECKELBAU-M, RALPH H. DECKELBAUM, 'Trustee under
that Agreement recorded in Book 617 at Page
145 and modified in Book 681 at Page 529 of
the Craven County Registry, NB ASSOCIATES,
a General Partnership, and HOLIDAY INN OF
SEW BERN, a General Partnership
GRANTEE
FRONT STREET DEVELOPERS, LLC
:rater in appropriate block (Dr each party: n;uue, address, and, if appropriate, raiarac:ter• of entity, e.cp. corporation or partnership.
'he designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
hall include singular, plural, masculine, feminine or neuter as required by context,
'ITN'}:SSETH, that the Grantor, for a vaiu<<ble consideration p iid l,y the Grantee, the receipt of which is hereby
cknowledged, has and by these presents does grant, bargain, sell .ind c011ve3' unto the Grantee in fee simple, all that
,rtaii) lot cr p ircel of hued SiWu ItQd in the City Of ......... , New. .Bern. ... Nuiiiber,.EighL.._ ... ....- Township,
Craven .... ... .I.......... Count`, \orth Carolina and more p;u•ticularly described as follows:
See EXHIBIT "A" attached hereto.

BK i I o o ra -1 U j-
The property hereinabove described Nvas acquired by Grantor by instrument recorded in ..............................
A map showing the above described property is recorded in Plat Book .................................... page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
I.) Rights of others in the waters of the Neuse River and lands thereunder.
2.) Easement recorded in Book 621 at Page 320 of the Craven County Registry.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this Instrument to be signed in its
corporaLe name by its duly authorizarld its seal to ed officers be It.; affixed by authority of its Board of Directors, the day and year first
above written.
SEE SIGNATURE PAGE -_ _---(SEAL)
(Corporate Name) •�
G
11y:-----------`------ --------------
.."---------------------------^-------'---"-------------------(SEAL)
_______________ »President
y_
ATTEST;
.�
-------------------------------------------------------------(SEAL)
____.Secretary (Corporate Seal) r/
-- -_(SEAL)
SEAL-STAplP NORT11 CAROLINA-----------------------------------County.
x 1, a Notary Public of the County and State aforesaid, certify that
.�---------------------------------- Grantor,
U '
personally appeared before me this day and acknowledged the execution of the foregoing instrument, witness ruy
d
)laud and official Stamp or seal, this (Jay of
ply commission expires: ------------------------------ ---------------------------------------- Notary Public
NORTH CAROLINA-__________________________________Count
SEAL-S'i'A1IF y'
I, a Notary Public of the County and State aforesaid, certify that ------------------------------------------
I )ersonally came befure me this day and acknowledged that -___ he is ___________________________ Secretary of
a
------------------------------------------------------- a North Carolina corporation, and that by authority duly
U
r. given and as the act of the corporation, the foregoing instrument was signed in its nano, by Its
President, sealed with Its corporate seal and attested by ----------- as Its ___________________________ secretary.
Witness my hand and official stamp or seal, this ------- day of --------------------------, 19----__--.
ply commission expires: ------------------------------ ----------------------------------------- Notary Public
Theforegoing Certificate(s) of ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
----------------------------------------------------------------------------------------------------------------------------------------------
is/are- certified to be correct. This instrument and this certificate are duly registered At the date and time and in the hook And Page sbotvn on the
first page hereof.
------------------------------------------------------------ ---------REGISTER Oh DEEDS FOR --------------- RAVO------------ COUNTY
By ----_------_-----------------------.._-_--------------_- _ncputY/Assistant-Register of Deeds
N. C. liar Assoc. Morin Nn. 3 ,7 1976. Rvviscd n 1977 a.,, i•��., oo. 127. v:,�t,,,v�u,•, N C, 77u55
P' n, by A9.eem ';'n roe ra. C, fie' A.— — 1781

'3 k 1 I 1 0
ZL(SEAL}
PH H. DECKELBAUM
VERA M. DECKELBAUM
(SEAL)
PH H. DECKELBAUM - TRUSTEE
EXHIBIT "A'°
Beginning at a point in the eastern right of way Line of East Front
Street, said point being the northwest corner of the tract
described in the deed recorded in Book 725 at Page 31 of the Craven
County Registry, THENCE from said point of beginning so located
North 09 degrees 08 minutes 00 seconds East 233.47 feet to a point;
thence North 34 degrees 54 minutes 00 seconds East 82.10 feet to a
point; thence South 80 degrees 57 minutes 00 seconds East 504.9
feet to a point in the Neuse River; thence South 10 degrees 16
minutes 00 seconds West 432.45 feet to a point; thence North 80
degrees 57 minutes 00 seconds West 460.15 feet to a point; thence
North 09 degrees 08 minutes 00 seconds East 125.00 feet to a point;
thence North 80 degrees 57 minute_s 00 -seconds?°:West-?�72.00 feet,'to
the point of beginning, containing.,5.F._09.,"acres :riinore", or1:zess;..in,
accordance with a survey by Robert M. Chiles, ' P E r, dated,"January _ �- '
12, 1994, reference to which is hereby.made.'". " •'-��" ftF..:r. ,=�.:.,.r}ti
- e • 1,.: : RSA;':

_,4r-;
• - t - i, t l ! i " S�Ep
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WA 41]1
STATE OF MARYLAND l
COUNTY OF ry ��� v l�� / `�
Ll/Q/r //y�y .1 , ; r 6
• 1.
I, _aL Ll/ii/ �sT a Notary Public in?}and for,,
said County and State do hereby certify that Ralph H. Deckelbaum,:'
Partner of the. Holiday Inn of New. Bern, a General Partnership,
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness
my hand and notarial seal this day of
1995.
CAROL LYNN G
is$Iion
I
Expires
NOTARY PUBLIC STATE OF MARYLAND
•;'Pf
t'r
My commission Expires March 28, 1999
(. :STATPL-OF_. MR-YLAND
�Tkg � ti _
%,I ; .' �• WdL 101,6y C 57 a Notary Public in and for
said,', County and
State do hereby certify that Ralph H. Deckelbaum,
Partner of NB Associates, a General Partnership, personally
appeared before me this day and acknowledged the due execution of
the foregoing
instrument.
Witness
my hand and notarial seal this �� day of
1995.
Notary Public
My.Commission Expires:
.. I
CAROL LYNN COSTER
NOTARY PUBLIC STATE OF MARYLAND
My Commission Expires March 28, 1999
State of word!
The fonx"
is (are) Certified W bo 09
registration this day OW
Rac star of Doeda dl Cm
PC

O� 1N A TE9 Michael F. Easley, Governor
`' A oG William G. Ross Jr., Secretary
COr North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
July 6, 2006
Front Street Developers, LLC
Attn: Mr. John Haroldson
PO Box 1169
New Bern, NC 28563
Subject:Stormwater Renewal SW7000321
Front Street Development
New Bern, NC
Craven County
Dear Mr.Haroldson:
This office received your request to renew the subject stormwater permit on April 11, 2006. 1
visited the site today to review the status of the project and inspect the stormwater control system. During
my site visit, I met with Mr. Richard Brantley, project manager with Bunn -Brantley Enterprises, Inc. We
discussed the stormwater control system and the general progress of the development. Based on the
information provided by your engineer and my discussions on -site with Mr. Brantley, it is my
understanding that the sand filters are constructed substantially according to the approved plans;
however, there may be other changes/modifications to the overall site plan (relocation of property lines).
In order to complete my review of your renewal request and issue the stormwater permit, the following
information is needed:
1) provide an updated site plan showing any changes to your project; including ownership,
property boundaries, drainage basins, built -upon areas, etc.
2) provide records of inspections, and operation & maintenance activities performed on the
stormwater control system.
The above requested information must be received in this office prior to August 7, 2006, or your
request will be returned as incomplete. If you need additional time to submit the required information,
please mail or fax your request to my attention at the Washington Regional Office.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute,143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
William J. Moore
Environmental Engineer
Washington Regional Office
cc: Mr. Richard Brantley
Robert M. Chiles
City of New Bern Planning/inspections
'Aashington Regional Office
oa` NCaro
Natutw
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enr.state.nc.us 943 Washington Square ;Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper
Customer Service
1.877-623-6748

4t7-A BROAD ST.
P 0 BOX 3496
NEW BEAN, NORTH CAROLINA 265S,4-34;8
ROBERT M. CHILES, P.E.
FNWNEER�!,
ti
P-MINF SURVEYORS
FACSIMILE COVER SHEET
TO:
FAX NO.:
FROM:
No. PAGES (including this page): 12, email 'address-.
DATE'
PROJI' :CT'
REMARKS:
Z] TIME:
_IL __ __
ouVr-s3: M-637_4702
FAX' 25743r,3iDD
COM
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RMC JOB NO.:
toECWsc,,kL 0rV;L,AJNDP";NE W.'lNC�rtW4G WANE HYDRCw,FLVl4.lC FJJD LAND 8URA-5
COUMERM_ i-4Du$TRV.L, WAINE AND R.AILRCM) PACUPES CIESIGN
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--`==r'I'
i
417•A aROAD ST.
P.O. EOX 3496
NEW BERN, NORTH CAROLINA 2A$04-3496
ROBERT M. CHILES, P.E.
ENGINEERS, CO!4SU!_TAN7S
MANNE SURVEYORS
August 7, 2006
tor. "rilliam J. Moore
Environmental Engineer
Washington Regional Office
North Carolina Division of Water Quality
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall
Washington, NC 27889
FAX [phone]
Subject: Siorni water Renewal SW70032t
Front Street Development
New Beryl, NO
Craven County
Reference' Your letter. Same subject datod July 6, 2006
Dear lAr. Moore.;
BUSINESS 252-637.4792
FAX: [phone] p0
wvnv.robertmchllegpr.coM
Your letter of July 5, 2006 requested the following informaiinn and we reply as follows:
1) The Ownership of tha properiy remains with Front Street Developers -
The built upon areas are as addressed in the slorrn water plan
2) The project fs underway with construction and maintenance ongoing as the work progresses.
We will assis` our client, Front Street Developers and Mr. Haroldson, with additional informotion that your office
may find necessary for this renewal of the storm water elan. As yoJ stated in your letter we are Sending this repiy
by fax to your attention in order for you to allow additional time for submitting additional information if necessary.
Sincerely,
Robert M. Chiles PE

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
October 1, 2006
To: Mr. William Moore
NCDENR DWQ
934 Washington Square Mall
Washington, NC 27889
Subject: DWQ Permit No. SW7000321 Renewal
BUSINESS 252-637-4702
FAX: [phone]
www.robertmchilespe.com
OCT 0 4 2006
Enclosure: 1 } Copy of Boundary Survey "Recombination of Existing Parcels for Front Street
Developers" 300 East Front Street, New Bern, North Carolina by Dennis A Fornes and
dated 03/29/2006 and a copy of which is recorded in Plat Cabinet H, Slide 51-C in the
office of the Craven County Register of Deeds.
2) Copy of a "Comprehensive Site Plan" WATERFRONT RESTURANT &GALLEY STORE"
Prepared by Maune Belangis Faulkenberry Architects, PA for Haroldson Properties and
issued for NC Division of Water Quality Review 09.26.2006
Dear Mr. Moore:
Enclosed please find the drawings of the items that we discussed by phone last week as relates to the renewal of
the storm water permit for the subject property. Enclosure 1) shows that the property has been recombined and
the ownership remains the Front Street Developers as indicated on the approved plan. Enclosure 2) shows the
development currently underway on a portion of the site and this does not include the total site as permitted in the
storm water management plan as originally approved.
As regards your other concern for easier inspection of the sand filter, Mr. Haroldson will investigate installation of
smaller inspection access and he agrees that this will be desirable.
Please note that the storm water management system construction was not completed until March 2006 and
maintenance has not yet been necessary. Also note that the restaurant construction has just begun on the site.
Other structures are in the planning stage, but these will be according to the impervious areas allowed in the
Storm Water Management Plan as approved by DWQ.
I trust that the enclosed information will be sufficient for your office to issue the renewal of the approval of the
Storm Water Management Plan. If you require additional information please call me.
Sincerely,
R bert M. Chiles P
Cc: John Haroldson '',��8� NGINE

ROBERT M. CHILES r.0
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28'>G4-349Fi
TE LEP HONE#: 252-637-4702
FAX #: [phone]
[e-mail]
TO: Mr. Al Hodge, Regional Supervisor
NCDENR DWQ
943 Washington Square Mall
Washington, NC 27889
We transmit: (XX) herewith
{) as requested
for your: () signature
(XX) distribution
{) use
the following: () prints
() copy of letter
O specifications
LETTER OF TRANSMITTAL
DATE: March 23, 2006
ATTN. Mr. Al Hodqe
JOB NO: 99093
REF: Front Street Deveiooers. LLC
O under separate cover
() via
(} information
(} records
(} review and comments
HECEOVED
APR 11 2006
DWQ-WARO
(XX) approval j.�e,✓
O mylar
() plans
(XX) other: renewal applications
DESCRIPTION
DWQ Coastal Stormwater Permit renewal application and fees ($420)
Designer's Certification
Mr. Hodge:
The enclosed application, certification and fees are provided for your approval with regard to Stormwater
Permit No. SW7000321 which expires June 15, 2006,
Contact us at your convenience should you have any questions or require additional information.
CZL1WC'-
Michael L. Rice, P.E.

W ArFgpG
Michael F. Easley, Governor
O�0F
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p
Alan W. Klimek, P.E. Director
Division of Water Quality
March 14, 2006
Front Street Developers, LLC
Attn: Mr. John Haroldson
PO Box 1169
New Bern, N C 28563
Subject: Stormwater Permit No. SW 7000321
Front Street Developers
Craven
Dear Mr. John Haroldson,
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7000321
to Front Street Developers, LLC for Front Street Developers on 6/14/2004. This permit expires on
6/15/2006. Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that 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 $420.00. If this is still an active project
please complete and submit the enclosed renewal application in a timely manner. 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 phone 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
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the 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.
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 me or a member of the coastal stormwater staff with
DWQ at 252-946-6481.
incerely,
A71Odge, �napervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Robert M. Chiles
Washington Regional Office
North Carolina Division of Water Quality Internet: Nvww.ncwatergualitv.org One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110%a Post Consumer Paper +�

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 26564.3496
June 8, 2001
Mr. William J. Moore
NC DENR/DWQ
Washington Field Office
943 Washington Square Mall
Washington, N. C. 27889
HAND DELIVERED
Subject: Front Street Developers
Dear Mr. Moore:
BUSINESS: 252-637-4702
FAX: 252•637.3100
rmcengrOCCOMeCi.ne1
LE
JUN 8 2001
ELiI
j
Please find enclosed the following for your information and approval of the above
referenced project:
Copy of our letter to you dated November 1, 2000 along with copies of the return
receipt requested signed by Marian Booth.
Copy of fax cover sheet faxed to you on June 6, 2001 attaching the following
items:
Copy of Division of Water Quality fax transmittal from Jeff Manning to Bob
Chiles dated 6/4/01 with attached EMC Water Quality Committee Meeting
minutes from May 9, 2001 meeting.
Copy of Division of Water Quality transmittal sheet with copy of letter from
John Dorney dated June 1, 2001 approving variance.
3. Copy of letter of no objection from Doug Huggett to John Dorney.
3. 2 sets, sheets 1-3 of 3, Front Street Developers, LLC, "Map of Existing Conditions,
Stormwater Control Plan, Stormwater Control Details", prepared by Robert M.
Chiles, P.E. initially submitted March 24, 2000. Revisions required by DWQ that were
made and submitted during September and November of 2000 are incorporated
in these drawings (6 sheets total).
V truly yours,
Robert M. Chiles, .E.
RMC:jrf
cc: Mr: John Haroldson
The above items were received by ," .`�i>t� on June 8, 2001
99093/billmoore
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

t'4
=04 2001 06�-3
FROM DEM WATER QUALITY SECTION TO
8252=106 7 P.01iO4=
19
]Division of Water Oualitv
Water Quality Planning Branch
1617 Mail Service Centex'
N 699 1617
Raleigh, C 27
FAX: (919) SVP46M
- 733-'t -1 1'1
DATE: C° cA v I
TO: P C Nl �� 5 AX NUMBER: 252 - (p 3 %- 3I00
FROM.• �ft� parr
f�kase c���
PHONE NUMBER: [phone] eztendon. S�� � 'Aon 5 ----' -
NO. OF PAGES (including this sheet):
G✓.� �r qua �f � �""'' 1k /ylce ti� -
'411 Pis .
F�`fSv �e�cP�'zOl 17�0� ca�/ �l4 ma %
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A/�w Bn rn, NC 2f�S �`f
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I\ - - -
II

front street developers new hero
Subject: front street developers - new bern
Date: Tue, 03 Apr 2001 14:06:08 -0400
From: John Dorney <[e-mail]>
To: [e-mail]
CC: "bob.zarzecki" <[e-mail]>, "Todd St. John" <[e-mail]>
just met with with bob chiles - can you quickly visit the site (this
week) to determine what percentage of impervious surface (appx) is
present within the buffer (50 feet of the shoreline)? we know that some
pavement is there (clearly impervious) but chiles contents that a lot
(not all!) of the remaining grassy area is actually underlain by marl
and would count as impervious for coastal stormwater managment purposes.
this is on the Water Quality Committee agenda next Wednesday for a major
variance. any help before then (this week!) would be great. call bob
zarzecki or i for questions. thankx
P,66 a, -As �g 7_�L
stl,
b-*"/r -firu> �.�,YC.V4i p�--hy l
-70�"" 733 96 4�
1 of]
4/3/01 2:39 PM

Front Street Development
.,
Subject: Front Street Development 7
Date: Tue, 10 Apr 2001 18:51:01 -0400
From: Bill Moore <[e-mail]>
To: John Dorney <[e-mail]>, Bob Zarzeeki <[e-mail]>,
Deborah Sawyer <[e-mail]>
John/Bob
I met with Bob Chiles at the subject site this AM. Bob indicated
that there was approx 8000 sf of area to mitigate within the 50 ft
buffer. He also stated that almost the entire area along the bulkhead
and on the peninsula had been filled in the past with rubble (gravel,
brick, wood, etc.). He feels that a significant portion of the buffer
area in question could be considered impervious due to this rubble fill;
and therefore, for mitigation purposes, he would like for us to consider
reducing the 8000 sf by one half (mitigate maybe 4000 sf).
The following is my understanding of the numbers, issues and
possible solutions:
(1) the buffer area along the bulkhead is approx 50 x 380 = 19,000 sf
the buffer area on the peninsula of land is approx
13,400 sf
Total buffer area is
approx.
32,400 sf (M5 ac)
(2) the buffer area along the bulkhead is about 9500 sf existing
asphalt & 9500 sf existing grass
soil borings in the grass area showed mix of soil, gravel, brick,
wood; obvious signs that area had been altered and filled
in the past; pervious nature of soil definitely altered; hard to
put a number or percentage without more extensive borings
and maybe permeability tests
(3) buffer area on peninsula is mostly grass; soil borings similar to
those along bulkhead; man altered, filled in the past;
pervious nature of soil altered
Possible solutions:
(1) Impervious area within the buffer along the bulkhead is 8 x 310
ft concrete cover for sand filter = 2480 sf, shown on plat
10 from bulkhead. Move it back off bulkhead, create min. 30
vegetated/landscaped buffer along entire bulkhead
area. Runoff from this conc top should not be significant
pollution source & can be treated by sheet flow through
30 buffer
(2) proposed 5200 sf of impervious area on peninsula; allow 50 %
credit due to altered nature of soil
(call it existing partially impervious area); owner would have
to mitigate 2600 sf at 3:1
The shoreline and buffer area in question has been developed and used
for various commercial activities for a number of years.
One could argue that these are reasonable solutions given that the
buffer in question has been non-existent and/or somewhat dysfunctional
over the past several years. Creating the 30 veg buffer along most of
the shoreline, & treating the stormwater
runoff from the remaining portion of the site (it all use to dump
directly to the river) can be viewed as a definite improvement
over previous site conditions. With regard to a constructed stormwater
1 of2 4/11/01 7:52 AM

Front Street Development
wetlands, I don't think that type of system is practical
for this site.
In an effort to be brief, I have left out considerable discussion. This
is a complicated situation. I think if any project warrants
an on -site visit by all parties concerned, including the owner, this one
does. I'm sure we could find some reasonable solutions
that would protect water quality and allow the owner to develop his
project.
Bill Moore <Bill.Moore c&nemail.net>
2 oF2 4/11/01 7:52 AM

front street developers site
Subject: front street developers site
Date: Wed, 11 Apr 2001 10:02:45 -0400
From: John Dorney <[e-mail]>
To: [e-mail]
CC: "bob.zarzecki" <[e-mail]>, "Todd St. John" <[e-mail]>,
Deborah Sawyer <[e-mail]>, [e-mail],
"[e-mail]" <[e-mail]>
Just to confirm our phone converstation this morning -
You agreed to postpone this variance from April to the May Water Quality
Committee meeting_ Bill Moore suggests that we all meet on the site to
sort out the percent imperviousness and design options as well. Please
call Bob Zarzecki (919-733-9726) to arrange that. meeting_
The remaining items we need clarified in writing are 1) a description of
the practicality with supporting data of building a constructed wetland
for the new impervious surface or equivelant on -site including plans
and cross -sections (see our letter of March 5, 2001). This could
include: soil boring information to show the soil limitations on -site. ,
2) a description of New Bern's approvals to address the offset payment
issue and 3) determination of the existing percent impervious cover on
the site which could affect the amount of mitigation required (possibly
to your client's benefit) . 1 expect that the site visit that Bill
Moore suggests as well as the written material listed above will enable
us to bring this one to closure before the MAy WQC meeting. Please call
me at 919-733-9646 if you have any questions. thankx
l of 1 4/11/01 10:31 AM

L➢ :41 Phi ROBERT M C"HES P. U, PA:i NO, 2526373100 P, 1_
ROBERT M. CHILES, P.E.
417•A BROAD `! BUSINESS: 252-637-4702
P. 0. BOX 3496�, NIGHTS: 252.638-2346
NEW BERN, NOQTH CAROLINA 28564-3496 FAX: [phone]
email: nneengq=nned.net
p
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FACSIMILE SHEET
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FAX NO: q 2-1 S
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MECHANICAL, Qvi AND MARINE ENGINEERING MAR1 IC AND LAND SURVEYS
CIOMMERCIAL, INDUSTRIAL, WING AND RAILROAD FAC3Ufnrz
FORENSIC ENG:N INO AND FAILURE ANALYSIS BM'NDARY SURVEYS AND %IAPPRrO SERVICE
r
C

JUN- 6-Ol WED
42 Phi ROBEHT 14 CHUS F. E, FAX U. 2E26373100
417•A BROAD St
P.O. BOX 3424
NEW BERK NORTH
r�
ROBERT M. CHILE4 5
Mr. William Moore
� J �b5,
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� {�^ � Hof � �M
n AastrictetlDe'.iveryFae i•�
1 C] (Erdorsemanl Required) �,S'�z ^�
Mr. William Moore C3 Told Paetage A F"s
N.C. D±±NR m Name rP.'ease Rrirt Cfserls9 Co be com;Wad byma;ler!
Division of
llx-....Iyli l].ial ON No.
......................
Water Quality .....-_...,•.......-----
943 Washinon Square Mall 'r ....... M hinst..n..Squae_.].1......................... _
Washington, N. C. 27889 Wiil i gton, N.C.27889
I
Enclosures: k1. Sand filter calculations, 2 pages, revised.
r
Drawing; Front Street Developers, LLC, Revised Sandfliter Dimensions,
pared by Robert M. Chiles, P.E., November 1, 2000.
Ref: i,A. Booklet; Stormwoter Best Management Practices, NCDENR Division of
{Water Quality, Water Quality Section, November 1995.
1
Subject: ;Front Street Developers, LLC
`Revised Stormwater Sand Filter Dimensions and Calculations.
r
9
Dear Mr. Moore:
Durii our telephone conversation yesterday you advised our office that the
NCDENR design standard for the required surface area of sand filter chambers had
been changed. The 360 ft2 minimum surface area indicated on page 27 of Ref. A for
both the sePment chamber and the sand filter has been changed to require 360 ft2 of
surface area per acre of drainage area.
We hpve changed the dimensions of the proiect's sand filter to meet this new
standard. A copy of the revised calculations and a dimensioned cross section are
4
enclosed f" your approval.
Should you require any additional information, please contact us at your earliest
convenience. With the expectation that this revision will result in approval of the
stormwaterimanagement plan for this project, we remain
I
2&%4•54%
r
cc: Front treat
Front Street Deve pets, 1
MECHANICAL. CIVIL, A�A(RI D MANE
FORENSIC ENGINEER10 AND FAILI . _l51
ENGINHM,CONSULTANTS `O
s m
MAR114C SURVEYORS ru
m
Dr
Postage ! $
CeNGed Fea Ir
Return Rece'pl F8e
November 1, 200 A (End0rseer0M RegUmdf
Very truly yours,
;ROBERT M. CHIVS, P.E.
Michael L. Rice, E.I.
99Q93moore
MARINE HYDROGRAPMC AND LAND Smug
I- M . L 'S'L.IAI- a 'IE AND RAILROAD FACIL.MES DESIGN
ROIINDARY SURVEYS AND MAPPING SERVICS

1UN- 5-01 WED :43 H ROEERi NI C;HI'LES P, E, FAX H. 2526373100 F. 3
.,. '4'. - ��- _ �fv �r;a, �, riY+% `+:fit �•:1i:. ,,� Xer.: i♦-- •;'NC B_.i�+..s�,�_:�,tC� ::r•
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- .. • '.. COMPLETE THIS SECTION ON DELIVERY
SENDER: COMPLETE THIS SECTION I
y
A
■ Complete items 1, 2; and 3, Alsc complete
item 4 It Restricted Delivery Is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpleee,
or do the"front If space. paints. - .
1. Article Addressed to:
Mr. William Moore
NCD6NR
Division or Water Quality
943 Wahsington Square Mall
Washington,,N. C. 27889
A. IZA bI J L 't:fearly} 1 U.
C. Signature - •� �•1
X ! 1 \Q1,11��.sDUbL� 0 Addressee
D. Is dtlivety oddresa different horn item 17 0 Yes
H YES. enter delivery address below:' ❑ No
3. Se Ice Type
;Fzv ied Mall. ❑ Fxpm" Mall
❑ Registered • )If Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.R.
4. Restricted Delhery7 (Extra Fee) ❑ Yes
2 a'AN,im 6ftU n'V47
PS Forrr1'3811, July 1999 Dornest?o Retum Recent 9% lazsss-0a-u•a�3�
-... - ._. _....._ - -. _-'_ __. ...�_-,.-.. .,. ,.. ,...�-lv.-.�s-+n-e4•*'45=1.er-i-"Sc.r...'�'J" SCC .'^.Pa:Kc�� s.'
,t�I.1l1,.
UNITED STATES POSTAL SERVICE
' First -Glass Mail
postage 8 1=aes Paid
LISPS
_ Permit fdo. G-ti0
• Sender: Please print your name, address, and ZIP+4 in this box' 1
Robert M. Chiles, P-E'
p, a. Box 3496
New Bern, N.C. 28564-3496
Attn: Mike Rice
'98258 11111111y { j 1 1 11{1}4111111t111 Jtills list 11.1,"11111tills 11till1111

I
10.0i
.509.33
A
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SAND SEDIMEN
T
CHAMBER CHAURER
GRADE EL. 5,50'
2.33'
L4.0 SLOTTED DRAIN PIPE;
FABRIC WRAPPED
4-io CORRUGATED PLASTIC PIPE, OUTLET INVERT 2.0`
SECTION A —A
%
SEAL
2 -;o 0
-0.
Af
001111%00%
P
SHEET I OF I
FRONT STREET DEVELOPERS,
REVISED SANDFILTER DIMENSIONS
FOR
OLD HOLIDAY INN SITE
TowNs"a NO. a
NOWMSM 1. 70M
xe IN* qqws -
SCALLr HOT TO SCALE
ROBERT M. CHILES, P.E.L
view= " CONAXTAIlm
CZD

JUN- fi-p1 WED 3:45 P11 ROEERT 14 CHILES P E
'�C71"a�"�}. •C�tih �-Atirs •ay,�;�;'�� '1',.f"�i••�. �'y^i •. r���' .d_.':ei:••:+,..,1 L. ti, �s +'h. �.Liy: _`
ROBERT M.-CHILES, P.E.
Engineers & Consultants-
. ......_. 1
DRAINAGE AREA
d
ENTIRE SITE I
Existing I " pervious area on site
Existing p�,ervious area on site
Off -site arj a entering pro;ect area
I
PHASE 1 PROJEbT AREA
ii
ENTIRE SITE AFI�E.R PHASE 1
Resuiting�fmpervious
Resuitingyprevious
1
Net gain impervious
Net loss pervious
DESIGN REQUIi EMENTS:
[-ffr%1Raexl'r r+uA rAMCn' .
VOLU
DEPTH
FAX CIO. 2526373100
3.42 :k acres = 148,922 t
78,110
70,812
0t
49,925 t
3.42 t acres = 148,922 ±
85,813 t
63,109 t
7,703 t
7,703 ±
5q ft
sq ft
sq ft
sq ft
sq ft
sq ft
sq ft
sq ft
sq ft
sq ft
(540 ft'lacre) x (3,42 acres) = 1,847 ft'
[(300 ft x 3.9 ft) + (7.33 ft x 8.67 ft)] x 2.67 ft = 3,294 ft' (chamber + fcrebay)
Required Minimum
rovided
SURFAC EE AREA
Required Minimum
18 in.
24 in. (to weir), 32 in. (to top of chamber)
360 ft2lac x 3.42 ac = 1230 ftz
300 ft x 3.9 ft + 7,33 ft x 8.67 ft = 1234 ftz
FILTER MEDIA SHALL BE CLFAN CONCRETE SAND MEETING ASTM C-33.
i
VOLUME
squired (540 ft'/acre) x (3.42 acres) = 1,847 ft' (chamber)
rovided 300 ft x 4.1 ft x 2.67 ft = 3,284 fts
DEPTH i,ILTER MEDIA)
equired Minimum 18 in.
rovided 24 in.
SURFAT AREA
equired Minimum 360 ft2/ac x 3.42 ac = 1230 ft'
Provided 300 A x 4.1 ft = 1230 f12
A
FRONT MEE DEVELOPERS, LLC
P.
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SEAS_, `dn
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1i.F �-01 WED
FILTER MEDIA
FLOW'
(VOID i
SOLUTION
46 PM ROEERT M C I L r S P. E, F-U NO. 2626373100 P, 6
DRAIN IN IDEAL SECTION FLOW TO DRAIN IN ACTUAL SECTION
i HIN LAYER OF SAND) (PIPE AT IMPERVIOUS BOTTOM)
Water t Water t
Sand Sand d
d
f
FOR IDEAL I Impervious bottom
SECTION Q = 27rk(t + d-s)1(in 2d/rd), where
ii
Q =flow
k = sail permeability
t = depof ponded water = 8" = 0.67'
d = dept of drain = 24" = 2'
s = water depth above outlet = 0
In = natural logodthm
rd = radilis of drain = 2" = 0.167'
0 = 2z(4.00131)(0.67 + 2)1(In((2(2])/0.167)
Q = O.OT92 R=/sec per unit length (foot) of drain
. a
Q into there entire 300 ft. of drain
p (0.00692)(300) = 2,076 fV/Sec
Q per square foot of filter media surface area
(2.076 ft'lsec) / (1230 ft2) = 0.00169 ftlsec
(0.00169 ft/sec)(7.48 ga[/ft') = 0.0126 gal/sectW
(0.0126 g0sec/ft2)(60sec/min) = 0.756 gallmintft2
SOLUTION FOI ACTUAL SECTION
Redud4n factor 0.5, to account fcr perforated pipe
= (0.756)(0.5) = 0.38 gal/min/ft=
k = C(Djo)z
Dia 0.2 mm
C=1
k = 1 (0.2) = 0.04 cm/sec
k = 0.00131 ft/see
factor 0.7-0.9, to account for impervious bottom of filter housing
1 = (0.38)(0.7) = 0.27 gallmirtlft2
DRAW DOWN IME FOR RUNOFF PRODUCED BY 1" RAINFALL (10,118 ft-)
[ (10,114 ft')(7.48 gaVW) ] / [ (0.27 gallmin/fta)(1230 f#2)(60 minlhr) ] = 3.8 hours
fill itttt►►
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►►r►►tn u { r r�r���
FRONT STREET DEVE�OPiERS, LLC SndF1irCa1c5Rev1

JUN- 6-01 WI-D J: 47 FM R 0 B E R T r4. H 1 L EE S P. E. FAX NO. 2526373100
I ROBERT M. CHILES, P.E.
P. 0. BOX 34961
NEW KERN, Nj.TH CAROLINA 28564- 3496
errall: rmceng coonnectnet
TO
FAX NO:
FACSIMILE SHEET
ro-ci 1-2 e-b u/�
6 - 9�'/ -5-
HE
NO. OF PAGES (including this Page)
DATE: —TIME:
REMARKj:
BUSINESS: 252-637-4702
NIGHTS: 252-632-2346
FAX: [phone]
00 - A.M. P.M Z'-'�
MECRANCAL, 0;.f4 AND MARINE Sk4;NEEAiNG MARNE WDROGRAPHc AND LANE) SLjRVEyS
I CCMMEROAL. INDUSTRIAL-MAA!Nr AND RAUCAD FACILMES CESCM
FCRENM ENGIN"ING ANO FAILURE ANALYSES GMNCARY SURVEYS ANC FAAPPJNQ SERVICE

SUN- 6-Oi DDQ EP,PI11 P.E.
. FAX N0, 2526373100 P. 8
J6N-04-2401 0b:43 FROM DEM WATER DUALITY SECTION TO 02526373103 P.01/04
r
Division of Water- uali
Water Quality Punning Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
FAX: (919) US-5W
733-ggt"%
DATE-
CH//C5 FAX NI mFR: 057" 6 57- 3/00 --
NUMBER: f919)7M-5053 e9CIVdoa:
OP PAGES PAGES (including this sheet)
f C.41kS
SL4"pwar+p 0� Aa Inay 2601
�r �foUr �f
Mee
-
v
Wl W Bnr.t, NC 29sLL

jm- 5701 WED 3:48 FM P,OBEER T ri C HiI:L:S P. E, FAX H. 2520373100
JUN-04-* 06:44 FROM DEM WTER QUALITY SECTION TO e2526373102
r
Y
h
r.
Ip1C WATER QUALITY COMMIE"TTEE MEETING
t
May 9, 2.001
t Archdale Building
' 12,00 won - 2:00 PM
Metnbers�In Attendance:
Chairman Pete Peterson, Don Abernethy, Anne Ramer, Franklin Clark, Robert Cook, Robert
Eptsng,1yi11 Fowler, Leo Grven, Edwin Melvin
Also: Rq))ett Ray, Coleen Sullins, Frank Crawley, et. al,
P 9
P.02/04
Ececwiva r No. 1 mamdaras that d w Chair inquires as to whether any member knows of any brown conflict of inreresr or
appearance conflict with respect ro rrmvrrers before the Cornmwio�a ,If any meneber knows of a coVicr of inreresr or appearance
of conorr, t as a so stare ar this line.
12:00 Noin - Opening Comments UWrmau Peterson
*1. for A pro m! of Water Su 1 W [shed Protection O inances in Compliance with th
upply Watershed Protection Act (1&o 143-2145) - (Action Item) (Megan Owen)
!Wke
k indicates consensus item r
2.
.. 3.
Bander County, Swain County and City of King submitted ordinances and maps that meet or
the statewide Water Supply Watershed Protection Rules. Staff recomrnended that the Water
Committee approve these local Water Supply Watershed Protection Ordinances. 'line
ice approved by consensus. Attachments included in the record_
Item) (Bob Zatxeckl)
11 e staff gave a presentation and went through each condition of the proposed variance. Staff
expl ' Led that the general variance would cover all requests for variances for residential construction if
certair conditions are met or the affected land areas in coastal counties. Applicants would be required
to rec ve written cotifttmaiien from DWQ staff that this variance is applicable to their project. Benefits
of tine rnrnittee's approval of this variance include enabling the staff to achieve uniform compliance
with c rtain best management practices, such as mitigation, on all projects seeking to be covered by this
varian c as well as decreasing ieview time and expenses for individual property owners. Ties approach
is si—17=r in nature to the Major Variance for Residential Lots on Barrier Islands (i.e., Ocracoke
Varia*e). After some discussion the Committee approved the general Variance. as presented.
RWe-KAction item) (Bob Zaroecki)
A uest was received for the WQC to grant a variance from the Neuse River Riparian Area
Protec oon Requirements for a proposed restaurant, retail shop and sidewalklriverwalk located on the
bank the Neuse River on East Front Street in New Bern. Staff presented slides and a history of the
site. slides showed that the approximate 3.4 acre parcel contains approximately 47.5% of existing
pervio s surface (grass and dirt) and 52.5% of impervious surface (concrete, asphalt and gravel), and
has an nnxisting bulkhead along its entire ± 740 feet of shoreline. The applicant. Front Street Developers
LLC c, o Mr. John Haroldson, is proposing to add approximately 8,131 square feet of impervious surface
within the protecred riparian btiffer_ The applicant has proposed a sand -filter stormwater treatment
systerg located below the proposed sidewalk to treat storrnwater and control nitrogen loading to the
Page 1

AN- 6-01 WED
JUN-Oa-
49 PM ROBER'T M CHILES P. E. FAX NO. 2526373100 P. 10
e6:45 FROM DEM WATER aJALtTY SECTION TO E32526373100 P,03iO4
4.
S.
River. The DWQ staff made a recommendation to approve the variance request with the
ans of the sand -filter system to control all the site stormwater and a 1:1 (8,131 ft) buffer
ion. After some discussion, the Committee approved the variance request.
- (Action Item)
.s presented the draft White Oak River Basinwide Water Quality Plan to the Committee and
reque ted permission to take the plan to public meetings in July 2001. Tho staff explained that a final
draft [an would be developed based on public review comments and that the final draft would be
brow t back to the Committee for final approval in September 2001 along with a request to present it to
the fil Commission. Mr. Fowler made statements that a county manager pumps raw sewage when the
Emed Isle stormwater ponds are full or near full. After some more discussion about ongoing issues
and Xcomplishments in the Basin, the Committee approved the request.
- (Action Item) (Alan Clark)
Srf updated the Committee on the temporary rulemaking hearing processes and on the comments
race; , d thus far. Staff briefly reviewed the Heating Officer's revisions to the final temporary rules and
expla�ned that full details would be presented by the Hearing Officers to the Environmental
ManaFernent Commission the next day. Staff gave a review of the May 2 Catawba Advisory
comriptteesI continents pertaining to the permanent buffer rules and presented the discussed options.
The WQC was briefed on the four options that the Division of Water Quality had provided to the
Advisory Committees as well as the two additional options that the Advisory Committee members
offered at the May 2 meeting. Staff sought a time extension for completing the permanent rule -making
procT to order to address complex issues associated with permanent rules. Under the current schedule,
draft Permanent rules for tributary stmams were due at the July EMC meeting. Chairman Peterson
wond red if the TAC for Mountain Buffers would be willing to be reassembled to look at some of the
techn cal issues that have been recently brought up. Mr. Besse recognized the need for more time. lie
recon mnded that staff consider all options for protecting buffers and water quality, including the
buffei incentives and local control options recommended by the advisory cornnuttee members. and to
repor back to the Water Quality Committee in September with a buffer approach considering the
vanjoik options_ Mr. Fowler asked about financial implications of the permanent rules. mid Ms. Sullins
respo ded that the fiscal note is part of the need for an extension. Site explained that the fiscal note as
well other approaches and ideas that had not been considered earlier would be incorporated and
prep as part of the permanent rule -making process. After some discussion, the Committee approved
n 'n exteg the time period for permanent rulemaking. This means that instead of providing draft
perma icnE rule language to the EMC by July, the Division of Water Quality is now being asked to
report to the Water Quality Cornmittre in September on its recommended approach for addressing
tributz ry streams in the Catawba River Basin. A schedule for developing permanent rules for tributary
sirearT s in the basin will be developed along with the report due in September.
5. Gulc-1 �ce_for h terpretin¢ ImtsIieations of Wetland Rulim - (Action Jtem) (.John Dorney)
S "ff summarized that the recent 'SWANCC' Supreme Court decision which ruled that impacts to
isolate waters could not be covered by 404 Permits issued by the US Army Corps of Engineers
(USA E). Staff summarized that, at April's EMC meeting, the Commission unanimously confirmed
their '.tent to regulate isolated wetlands under existing wetland standards in 15A NCAC 2B .023I. The
EMC n April had directed staff to meet with stakeholders and bring information back to the Water
Qualit, Committee concerning this issue. Staff met with a stakeholder group on April 23, 2001 and the
stakeh Iders requested that additional information be presented to the Committee on issues such as the
definit lon of isolated wetlands, the delineation process, and legislative authority for making temporary
Page 2

1liN- 6-01 WED 51 P« ROBEPT M GHILLIES F, 2. FAX NO, 2526373100
JUN--04—A01 06: 45 FROM DEM WATER GURL I TY SECTION TO 8?526373100 P . 04/04
A
w
E
ruleF ro allow impacts to isolated weiiands. Staff presented this information to the Committee_ In
further detail, Mr. Domey explained how the Wilmington USACE office determines what is an isolated
wetla' d. He summarized that this decision is made on a case -by -case hasis by USACE. In summary,
an� that is Lot an isolated wetland would have surface connections by ditches, intermittent and
perennial waters or the presence of a continuous wetland connected to a stream. In contrast, an area that
is an isolated wetland either has no surface connection whatsoever or is connected only by a stormwater
c °el or shcetflow. Staff summarized that the Attorney General's staff advice is that the EMC �
have he authority to regulate isolated wetlands. Mr. Dorney suggested that options for the EMC to
consi cr would be to adopt temporary rules that would include an ainhorization process or to adopt a
temporary rule that would set-up a permitting program. Staff offered to provide draft rule language if
the �OC would like to view those, and asked for guidance as to the next step.
gainnan Peterson summarized that he views this issue as very similar to the rule which reinstated
the a eruptions to wetland standards that the EMC approved last year. A motion was made by Mr.
Bes4to dirtier staff to develop temporary rules with a stakeholder process and bring them back to the
Wate Quality Committee in July. Further detailed discussion ensued, including discussions of the
impo mce of isolated wetlands for protection of water quality. Mr. Cook made a substitute motion as
foil s; "To authorize staff to investigate the authority for and prepare appropriate amendments to the
exis � g wetland rules to address the issue of permitting activity in isolated wetlands. In this context,
the s ff is directed to assemble an appropriate stakeholder group and work cooperatively with that
grow in attempt to reach consensus and consult staff of the Attorney General to ensure that proper
auth• ity exist for these amendments. The staff is then directed to return the proposed amendrnents to
the : QC before proceeding to public notice. And, the proposed amendments must be within the
existtii�g structure and sections comprising the wetland rules, that is the 2H .0500 rules, in order t4 avoid
us ct-,,*}ng a new permitting program."
Barnes suggested that Mr. Cook's motion was not consistent with what the full Commission
the Committee to do and moved to adjourn. Chairman Peterson then ruled that Mr. Cook's
was out of order since it ditrcrly conflicted with the EMC's dit'ective to staff to develop
ry rules_ The motion by Mr. Besse was then approved by the Committec to have staff. (1)
a Notice of Rulcmaking, (2) develop temporary rules to be brought back to the July WQC
while permanent rules are developed, and also (3) obtain a written opinion from the Attorney
s office -regarding the authority For temporary rules.
and Closing Comments
Page 3
Chairman Peterson
TOTAL P.04

P. 12
WED �� : I Y p 1I�lG Fax-919 715-5637
�O QG
FAX ti0, 2��2�i'i3100
��1 1 '01 13:15
P. 01/06
Michael F. Eastey
Governor
V&am G. Ross,Jr.Secretary
Gepaftent of Envfrmnent and NAtural Resources
Kef., T. Stevens
Oivis-on of Water OuaSty
a Division of Water Quality
Department of Environmental and Natural Resources
WetfandsfV Unit
Location: 2321 Crabtree Boulevard, Sufte 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: Fax Number: ?- ---(63}-31oa
Company: G4.: ► _ Cate: ` �, o - —
From: phone:_
No. Of Pages Including cover sheet:
Notes or special instructions:
J.
N7
Efi�
OiOsion afWa'ar Ouaf:ty 2321 Crat:tred Sfvd, Ste 253 Ratet9,4, KC 216e4-2250
We.fa,=140 tini('. (9,S) 733-17as
Fax: (91S) 733-E893
1

FAX NO. 75,16�73t oo P. 13
01- b_0j WK 53 P1A RO$ERT GALLS P, Jun 1 'Ol 1.3 15 P.02/06
WATE DUALITY PL.ARATNG Fax:[phone]
Michael E. Easley
Governor
rWlfiant 0. Ross. Jr., Secretory
j Depanmont of En% ironrn" and Natural Resourcas
p `C Karr T. StavWn
Division of Water 4uality
l Jane 1.20(
DWQ # 00-06t
Cravcn COtrla
Page 1 of
Front Street Developers, LLC
Attu: Mr. Join O. Ilaroldson
PO Box I a v_-
New Ban, 1YC 28563
Cc. Mr.. obert M. Cltiles,P.E.
PO ox 3496
Ne Bern, NC 28564-3496
2.52 37-3100 [fax]
RE: Old oliday Inn Site, fast Front Street, New Bern, Craven Couuty, NC
Nc River [03-04-10, 27-(96), SC SW NSW]
APPROVA of MAJOR VARIANCE per the NEUSE ROVER RIPARIAN AREA PROTECTION RULE 11 SA NCAC 2B
.0233(9)) w/ DDITMONAL CONDITIONS
Dear Sirs,
You avo ow approval, in accordance with the attached conditions and those listed below, to impact 8,131 square feet of
riparian buffe for the purpose of constructing the proposed waterfront dcvelopmcnt as described within your Major• variance Request
presented to Water Quality Cornmitteo (WQC) of 11)e Environmental Managenicrit Corptniwion (EMC) on May 9: 2001. This letter
shall act as y o Major Variance approval as decided by the WQC on May 9, 2001 and described within 15A NCAC 2B .0233(9)(c). In
addition, you uld get any other required federal, state or local petraits before you proceed with your project including (but not litnitcd
to) CAMAA)r gc and Pill Permit, Division of Water Quality (DWQ) Coastal Sturmwater Perwit, and Sediment and i.rosion Control
and NOE-Disci Re.
This +proval is only valid for the purpose and design that you described iit your Major Variance Request If you change your
project, you in st notify us and you n:ay be required to send us a new application and request a new Major Variance approval through the
WQC. If the ; I-yc is sold, the new owner must be given a copy of this approval and is thtreby responsible for complying with all
conditions. Fop this approval to be valid, you must follow the conditions listed below and Any applicable conditions listed within 1SA
NCAC 213 ,0'3 .
1_ A final, writteo coastmtn al stormwaier agemeacplan and Operation and Maintenance Agreement shall be approved in
ring by the DWQ Washington Regional Office before the impacts specified in this Mayor Variance Approval occur. The
A water management platy must include the proposed sandfi)W as required by the WQC. Thcsc facilities must be
d4igned to treat the runoff from the entire project, unless othcrµise explicitly approved by the DWQ.
2. Y t are regalred to mitigate for impacts to the protected riparian buffers_ The required area of mitigation to compensate for
i acts to tl)e protected riparian buffers is 8.131 square fert as required under your Major Variance Approval. We
w rstand that you wish to make a payment into the Riparian Buffer Restoration Fund administered by the NC Wetlands
R toration Program (WRP) to meet this mitigation requirement. This has been determined by the WQC to be, a suitable
me od to meet the mitigation requirement. In accordance %itb the MBjnr Variance Approval, this contribution will satisfy
o ompansatory mitigation requirements under 15A NCAC 2$ ,0333(9)(C). UnHI the NM receives and clears your
Ch k (made payable to: DFNR -- Wctlandq Restoration Program Wilma). no impacts specified in this Major Variance
AP roval can occur. Mr. Ron F--- H should a,c 4n..,,�C.k d 5t (S?r0) 739-s: os it yo- l,d*.; any qucmlons Luncrrn.fng payment
int the WkP- For accounting purposes, this Major Variance Approval authorizes payment Into the Riparian $offer
R orallou Fund to compensate for $.I3i It2 of required riparian buffer mitigation for impacts to 8,131 ft2 of
pro Meted r-iparlart buffers; 03-04.10 river tared subbasia."
om c;arorre oNw aon or wales ouaitty, a01 WalanOs certi"ic Wn Unit,
650 Mall Swvlce Centar, RAleigN NO 27699-1650 (Malli ig Addross)
21 Grabtreo 91vd,, Raleigh, NC 27604.2260 (Lncallon)
tA-733-1786 fpkma), 919-733-6893 (fax), het YhZc.enrsiate.nc.uVncweplerAs/

1Uid- -01 WED 54 PM R0EErcT M CH1LES P. E. FAX NO, 2`-26373100
wATE GUM PLANNING i-ax:919-715-5537 Jun '01 13:16 P.03f06
P 1�
Pago 2 of 2
3.
Upon completion of all work approved within this Major Variance Approval, and any subsequent modifications, the
applicant is required to return the attached certi6catc of oompietiUn to the 40IIWetlands Unit, North Carolina Division of
Water Quality, 1650 Maki Service Center, Raleigh, NC, 27699-1650.
1f y4a do not accept any of the conditions of this Major Variance Approval. you may ask for and adjudicatory hearing. You
must act wittun 60 days of the date that you receive this letter, To ask for a hearing, send a wriuCn petition which conforms to Chapter
15013 ofthc orth Carolina General Statutes to the Office of Administrative Hearings. PO Boa 27447, Raleigh, N.C. 27611-7447. This
yla,or
Von a Approval and its conditions are final and binding unless you ask for a hearing_
ThJ134).
etter completes the review of the Division of Water Quality under. the Ncusc itiver Riparian Buffer protection Rules (15A
NCAC 2B . Please call Bob Zarzet lu at 919-733-9726 if you have any questions or require copies of our rules or procedural
materials.
Si cerely,
. tevcns,
or
Attachment: I DWQ Certificate of Completion Form
CAIMAMrodge & fill Permit Application Review wl DWQ. 401 Wetlands Unit corrutkents
Cc: Debo h Sawycr, DWQ Washington Regional Office
Bill m, DWQ Washington Regional Office
Ralei Bland, USACE Washington Regulatory Ficld Office, PO Box 1000, Washington, NC 27889-1000
Ron ll, Wetlands Restoration Program
Filac py
Centr Files
DWQ 000661

I P. 15
PAX 110. HH373200
RUBER I' F
M i ri i LES . E.
DATE QUALITY PL"ING Fax:[phone]
Jun 1 ' O1 13 : 17 P , O4/t]6
Q�oY vv 1(y9oG Michael P. Easltity
Governor
rr C Wit -tarn G. Ross, Jr., Secretary
}_ Deparlmont of Envlrmment and Natural R6souraes
P Kerr'-. Stevens
Division of Water Qua W
NORTH CAROLINA DIVISION OF WATER QUALITY
MAJOR VARIANCE APPROVAL
SUMMARY OF PERMITTED IPACTSAND MITIGATION REQUIREMENTS
In 4ccordance with 1SA NGAC 2B .0233, Mr_ John 0. Haroldson and Front Sirset Di;velopers, LLC have
permission s outl'tnad below and within the attached Major Variance Approval w/ additional conditions for the purpose(s)
of construcfHE
ig the proposed waterfront development_ All activities associated whh these authorized impacts must be
conductedith the conditions listed in the attached Major Variance Approval. THIS APPROVAL IS NOT VALID
WITHOUT ATTACHMENTS.
TORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WAP)
DWQ Projea No.
000661
LOCATION:
NEW BERN
COUNTY:
CRAVEN
BASINISUB AS1N:
03-04-10
As riquired by 15A NCAC 28.02:33 and the conditions of the Major Variance Approval, you are required to
compensate for the above impacts through the restoration of buffers as outlinad below prior to conducting any activities
that impact of degrade the waters of the state.
0.0 acres of Gass WL wefiands
0.0 acres of riparian wetland
0.0 acres of non -riparian wetland
0 linear feat of stream channel
8,131 square feet of stream buffers
Ono a< the options you have available tv satisfy the compensatory mitigation requirements is through the payment
of a fee to the tiparian Buffer Restoration Fund per 15A NCAC 213.0242. It you choose this option, please sign this form
and mail It to a WRP at the address listed below. An Invoice for the appropriate amount of payment will be aant to you
capon receipt olthis form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE
RECFIVED N TIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WRP.
Signature
WETLANDS RESTORATION PROGRAM (1NRi )
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
rth Cerotln* Division or waterQual1y,401 Wooarda Cartiticabon LIM.
54 Mail Servlee Garter, Rals;gh, NC 27699•t$$o (MalrngAddm--)
21 o•abiroe ENV., Raleigh, NC 27604-2250 (Location)
8-733.1786 1phono), 919.733-e893 (tax), http/A124.ehr.d utn.n�,us/rscvrottands/
Date

JUF 5-Ol WED : 56 PM kOB nT b4 CHILES P. F.
FAX No. 2526373100
YAT OUPLITY PLPNNING Fax:[phone] Jun 101 13:17 f'.05/06
f
0 q Micheal F. Easley
GovamCr
l i r yYdiam G. Ross, Jr., Secrefery
j DGIxi lent of Environment and Natural Roscurm'
t7 Y Kerr T. Stevens
piAslon Ot Water Wally
DWQ PIct No.: County: _
Project N me:
Date of 1 uance of 401 Water Quality Certification:
Upon co ledon of asp work approved Mithiu the 401 Water Quality Certification or applicable butter Rules, and any
subseque modifleations, the atpplicatat is required to return this certifi r ate to the 40UWettands Ua�it, North Carolina
t7iviarioa Water QuWAy,1650 Mail Servfee center, Raleigh, NC, 27699.1650.Thls form may be returned to DWQ by the
appuUcant, fhe applicant's authorized agent, or the project engfiner.It is not neoessary to send certificates tkom all of these,
Certification:
I, . hereby state that, to the best of try abilities, due care and diligence was used
in t�OfOl
tiou of the construcdon such that the construction was observed to he built within substantial compliance and
inteWater Quality Cerfificatlon and RnMr Rules, the approved placers and specificadotis, and other supporting
material.
Signature.-,
Agent's
1, - - . hereby state that, to the best of my abilities, due care and diligence was used
in the Obsel Vatioll of the construction M26 tbat the construction was observed to be built within substantial compliance and
intent of tN 401 Water Quality Cerdflcation and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature:_
If this prof
I, -
Ambitect,
the canstro
used is the
arid intent i
supporting
Signature _
Date
was designed by a Certlfled Prafeeslonal:
. as a duty regWacd Professional _ (i-e., Enginmr, LandscApe
ror, ett) in the Stale of North Carolinas, having been authorized to observe (periodically, weekly, full time)
of the project, for the Perrnittee hereby state that, to the best of my abilities, clue care and diligence was
vation of the construcdon such that the coustruetlon was observed to be built within substantial compliance
40I Wafer Quulity Certification and Buffer Rules, the approved plans and specifications, and other
No.
r M CnrN{na oivisPon of wmtQr quality, 4v1 wouaniu Certification Una,
50 Maid Service Center, Rerdptt, NC 27699.1050 {Mailing Address)
zt Crabtree mvd., nareigh. NC 27604-2260 (Location)
9-733-171BO tphonel, 919.7nW93 i", httpJ/h2o.anr,statc,nc.us!ncweta�ds/

JUN- '6-01 WED
wo
: 57 PM ROBERT hi CHILES P. E,
QUALITY PLANNING Fax:919-715-S637
FAX N0• 252E373100
Jun 1 '01 13:18
' May 17, 2000
NORTH GAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REsOURCEs
DIVISION OF COASTAL, MANAGEMENY
Mr. John R, Dorney
Environmental Biological Supervisor
Division of Water Quality
Doug Hugged o Q
Major Permits Processing Coordinator
CAMAIDREDGE & FILL Permit Application Review
Front Street Developers, LLC,-c/o Robert Chiles, P.'E-
Project Ideation: Craven County, adjacent the Neuse River along the 300 block of ,East
Front Street in downtown New Beim.
Proposed Project: Proposes to install a commercial 9 slip dock, a fuel dock, 20 mooring
pilings, five 6' X 40' finger piers, a 735' X 6' access wary; construct
a restaurant, a retail shop, concrete sidewalk and a parking area.
Please indicate below your agency's position or viewpoint on the proposed project and ret6m
this form by June 7, 2000. If you have any questions regarding the proposed pro*t, please
contact M. Scott Jones at [phone]. Whcn appropriate, in-depth comments with
supporting data is request,ed.
This agency has no objection to the project as proposed.
'This agency has no comment on •the pr*srd project.
This agency approves of. the project only if the recommended changes
are inearporated. See attached.
Taus agency objects to the project for reasons, described in the attached
��-_'rarrtmcsst5.
uoyPNP.ae e.tr 0F,.KW
NIiTRaN rLAZA 11, 151•Vt M1a1JWAY 14, Ma RI/flAD CITY NC 14g6SY
pweu lc s5x-RCB•,'l.BOO PAX+ Zb2•Z4-y-53]O
AN Ep4AL Orra"LINITY / ATFIRMAr.vl AeTION rmpkaYLR - 50% AIMWACLCn I JOY P0ST-00P1VU.d[1k PAPER
DENA TOIL FREE 146TL1Nrl 1 •8".417-6748

WATER QUALITY PLANNING lax:919-715-5637 Jun 1 '01 13,15 P.02/06
OF YV A f�
�Q Michael F, Easley
�0 G Governor
y r William G. Ross, Jr„ secretary
Department of Environment and Natural Resources
O `r Kerr T. Stovens
Division of Water Quality
June 1, 20(
DWQ # 00-06(
Craven Coun
Page 1 of
Front Street Developers, LLC -
Attn: Mr. John O- Haroldson
PO Box 1169
New Bern, NC 28563
Cc: Mr. Robert M. Chiles, P.E.
PO Box 3496
New Bern, NC 28564-3496
252-637-3100 ffax)
IRE: Old Holiday Inn Site, Fast Front Street, New Barn, CravenCounty, NC
Neuse River [03-04-10, 27-(96), SC SW NSW]
APPROVAL of MAJOR VARIANCE per the NEUSE RIVER RIPARIAN AREA PROTECTION RULE [15A NCAC 213
,0233(9)] w/ADDITIONAL CONDITIONS
Dear Sirs,
You have our approval, in accordance with the attached conditions and those listed below, to impact 8.131 square feet of
riparian buffers for the purpose of constructing the proposed waterfront developrncnt as described within your Major Variance Request
presented to the Water Quality Committee (WQC) of the Environmental Management Commission (EMC) on May 9'2001. This letter
shall act as your Major Variance approval as decided by the WQC on May 9, 2001 and described within 15A NCAC 2B .0233(9)(c). In
addition. you should get any other regtttred federal, state or local permits before ,you proceed with votrr project including (but not limited
to) CAMAIDredge and rill Permit, Division of Water Quality (DWQ) Coastal Stormwater Pernut. and Sediment and Erosion Control
and Non -Discharge.
This approval is only valid for the purpose and design that you described in your Major Variance Request If you change your
project, you must notify us and you inay be required to send us a new application and request a new Major Variance approval through the
WQC. If the property is sold, the new owner must be given a copy of this approval and is thereby responsible for complying with all
conditions. For this approval to be valid, you must follow the conditions listed below and any applicable conditions listed widiin 15A
NCAC 2B ,0233.
1. A final, written coastal stormw•ater management plan and Operation and Maintenance Agreement shall be approved in
writing by the DWQ Washington Regional Office before the impacts specified in this Major Variance Approval occur. The
stormkater management plan must include the proposed sandfilter as required by the WQC. Thc,c facilities, must be
designed to treat the runoff from the entire project, unless otherwise explicitly approved by the DWQ.
2. You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to compensate for
impacts to the protected riparian buffers is 8.131 square feet as required under your Major Variance Approval. We
widerstand that you wish to make a payment into the Riparian Buffcr Restoration Fund administered by the NC Wetlands
Restoration Program (WRIT) to meet this mitigation requirement. This has been determined by the WQC to be a suitable
method to meet the mitigation requirement. In accordance with the Major Variance Approval, this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 213 .0233(9)(C). Until the VW receives and clears your
check (niadc payable to: DENR — Wetlands Restoration Program Office), no impacu specified in this Major Variance
Approval can occur. Mr. Ron Ferrnll should he en.itvcted car [phone] if you slaw any qucitlorls uUBLCrnrng payment
into the WRP- For accounting purposes, this Major Variance Approval authorizes payment Into the Riparian Buffer
Restoration Fund to compensate for 8,131 ft1 of required riparian buffer mitigation for impacts to 8,I31 W of
protected riparian buffers; 03-04-10 river and subbasin-"
Noah Carolina 0'r Won of Waldr Quailty, 401 WattandS Certifeatfon Unit,
1650 Maif Service Center, Raleigh, NC 27699-1650 (MaliingAddress)
2021 Crabtrgo Blvd., Raleigh, NC 27604.2260 (Location)
919.733-1786 (phon9), 919-733-6893 (fax), http;#h2o,enr,state.nc.uatncwettandV

WATER QUALITY PL"ING Fax:[phone] Jun 1 '01 13:16 P.03/06
Page 2of2
3. Upon completion of all work approved within this Major Variance Approval, and any subsequent modifications, the
applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, I650 Mail Service Center, Raleigh, NC, 27699-1650.
if you do not accept any of the conditions of this Major Variance Approval, you may ask for and adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter
150E of the North Carolina General Statutes to the Office of Administrative Hearings, PO Box 27447, Raleigh, N.C. 27611-7447_ Tltis
Major Variance Approval and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under the Neuse River Riparian Buffer Protection Rules (15A
NCAC 2B .(r33). Pleasc call Bob Zarzecki at 919-733-9726 if you have any questions or require copies of our rules or procedural
materials.
Sincerely,
tevens,
re or
Attachment: DWQ Certificate of Completion Form
CA-MA/Dredge & Fill Permit Application Review w/ DWQ. 401 Wetlands Unit comments
Cc_ Deborah Sawyer, DWQ Washington Regional Office
Bill Moore, DWQ Washington Regional Office
Raleigh Bland, USACF Washington Regulatory Field Ofce,P0 Box 1000, Washington, NC 27889-1000
Roza Ferrell, Wetlands Restoration Program
File Copy
Central Files

WATER QUALITY
OY Yv 111
0 �
PLANNING Fax:[phone] Jun 1 '01 13:17 P.04/06
Michael F. Easley
Governor
William G. Ross, Jr,, Secretary
Department of Environment and Natural Rasourcas
NORTH CAROLINA DIVISION OF WATER QUALITY
MAJOR VARIANCE APPROVAL
SUMMARY OF PERMITTED ]PACTS AND MITIGATION REQUIREMENTS
Kerr T. Stevens
Division of Water CKWIty
In accordance with 15A NCAC 28 .0233, Mr. John 0. Haroldson and Front Street Developers, LLC have _
permission as outlined below and within the attached Major Variance Approval w/ additional conditions for the purpose(s)
of constructtng the proposed waterfront development- All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached Major Variance Approval. THIS APPROVAL IS NOT VALID
WITHOUT THE ATTACHMENTS_
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWO Project No.
000661
LOCATION:
NEW BERN
COUNTY:
CRAVEN
BASIN/SUBBAS IN:
03-04-10
As required by 15A NCAC 2B .0233 and the condtions of the Major Variance Approval, you are required to
compensate for the above impacts through the restoration of buffers as outlined below prior to conducting any activities
that impact or degrade the waters of the state.
0.0 acres of Class WL wetlands
0.0 acres of riparian wetland
0.0 acres of non riparian wetland
0 linear feet of stream channel
8,131 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment
of a fee to the Riparian Buffer Restoration Fund per 15A NCAC 2B .0242. if you choose this option, please sign this form
and mail it to the WRP at the address listed below. An Invoice for the appropriate amount of payment will be sent to you
upon receipt of this foram. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE
RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WRP.
Signature
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
North Caro+Ina Division Of Water QUeL ity, 407 wetlands Certification Unit,
1650 Mail Service Centar, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crablre0 6rvQ„ Raleigh, NC 27504-2260 (Location)
919.733-1786 (phone), 919.733-IoM (fax), http:11h2o.enr.state.nc,us/ncwenand3/
Date

WATER QUALITY PLANNING Fax:[phone] Jun 1 '01 13:17 P.05/06
oa0j� W rF9pG
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
>_ y Department of Environment and Natural Resources
0 Kerr T. Stevens
oivlslon of Water Quallty
DWQ Project No.: _ _ County:
Applicant:
Project Name:
Date of Issuance of 401 Water Ouality Certification:
Certificate of. Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigli, NC, 27699-1650.This form may be returned to DWQ by the
applicant, the applicant's authorized agent, or the project engineer.It is not necessary to send certificates from all of these.
Applicant's Certification:
I, . _ _ �, hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the eonstructlon such that the construction was observed to be built within substantial compliance and
intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature: Date:
Agent's Certification:
1, , hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed tube built within substantial compliance and
intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and speclfcations, and other supporting
materials.
Signature:_ _ ^, _Date:
If this project was designed by a .Certiffed Professional:
1, _ _ _ . as a duty registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time)
the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial compliance
and intent of the 401 Water Quality Certification and Suffer Rules, the approved plans and specifications, and other
supporting materials.
Signature _ _ Registration No.
Date
N,)rth Gt,foilna DIvtslon Or Waior Quality, 4t)1 Wotlands Certification UntL
1650 Mail Service Center, Ralelgn, NC 27699-165C (Mailing Addre")
2321 Crt;btrea Blvd., Aafefgh, NC 27604.2260 (Location)
919-733.1786 (phone), 919.733-093 (fax). httpJ/h2o.amr,state.nc.us/r)cworancisi

WATER QUALITY PLANNING Fax:[phone]
Jun 1 '01 13:18 P.06/06
qR_
May 17, 2000
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL ResoURCES
DIv15[oN OF COASTAL MANAGEMENT
NIFAIORANDUM: t
TO: Mr, John R. Dorney '� --- -_ --- -
Environmental Biological Supervisor
Division of Water Quality
Doug Huggett .000661
Major Permits Processing Coordinator
CAMAIDREDGE & FILL Permit Application Review
Front Street Developers, LLC,-c/o Robert Chiles, P.E.
Project Location: Craven County, adjacent the Neuse River along the 300 block of East
Front Street in downtown New Bern.
Proposed Project: Proposes'to install a commercial 9 slip dock, a fuel dock, 20 mooring
pilings, five 6' X 40' finger piers, a 735' X 6' access way; construct
a restaurant, a retail shop, concrete sidewalk and a parking area.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by June 7, 2000. If you have any questions regarding the proposed project, please
contact M. Scott Jones at [phone]. When appropriate, in-depth comments with
supporting data is reques!pd.
V This agency has no objection to the project as proposed.
'This agency has no comment on'the proposed project.
This agency appro ves'of. the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached_
colnmcnts.
- 1 YORf4�aq CITY O«Iti
NESTROM PLAZA 11, 151-9 HIGHWAY 24, MOREKEAn CIT7 NC 20357
PONE: 252-606.2$08 FAX' 262.247-3330
At- EQUAL OrFORTUNITY / AFFIRMATIVE AOTION CMPLOVER - 50% hCCVCLGO / 10% POST-Cp NSUMEN PAP4R
DCNR TOLL FREE MOTLINCI t-877-423I-674a

JUN 8 2001
WATEROQUALITYLAWING Fax=919-715-5637
Jun 1 '01 13:15 P.01/Ue
QG Michael F. Easley
Governor
y
r
Wi4tiam G. Ross,Jr,Seaetary
Department of Enviranment and Naw4 Resources
Kerr. T. Stevens
Division of Water Quality
Division of Wcter Quality
Department of Environmental and Natural Resources
Wetlands1401 Unit
_1w wo.�Rb--=
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: ��6 G"I", Fax Number:
Company: Zo6 Q, �.� Date
From: _ ixk?. Zurc�c,�4, Phone:
No. Of Pages including cover sheet. -
Notes or special instructions:
kfA
NCbEA:R
Division of water aUality
Wetfands,'401 Unit: (9,SJ 733-17E6
Fax. (Sig) 733-EE93
zl6_z -- 63_�-3ioo
Gt4- �33-G�Zi�
L
2321 Cr3ttree Sfvd. Ste 250 Rafeigh, KC 2760N-2250

Wa.Ro
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
DIVISION OF WATER QUALITY
June 15, 2001
Front Street Developers, LLC �2.e.6p 4�/a,
Attn: Mr. John 0. Haroldson 3-7-1
P.O. Box 1169 av 7po0 ZT 106
New Bern, NC 28563 �eL ro�,Q� f��
Subject: Stormwater Permit No. SW7000321
Front Street Development
High Density Stormwater Project
Craven County
Dear Mr. Haroldson:
The Washington Regional
Stormwater Application for the s
Design modifications were made at
from the Neuse Buffer Rules was
2001. Staff review of the plans
that the project, as proposed,
Regulations set forth in Title 15
Permit No. SW7000321 dated J
Developers, LLC.
Office received the original
ubject project on March 29, 2000.
.our request and a Major Variance
granted by letter dated June 1,
and specifications has determined
will comply with the Stormwater
A NCAC 2H.1000. We are forwarding
une 15, 2001, to Front Street
This Dermit shall be effective from the date of issuance until
June 15, 2006 and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of
the stormwater management system will result in future compliance
problems.
If any parts, requirements,
permit are unacceptable, you
adjudicatory hearing upon written
following receipt of this permit.
of a written petition, conformi
Carolina General Statutes, a
Administrative Hearings, P.O. Draw
Unless such demands are made
binding.
an
n
or limitations co
have the right
request within t
This request must
g to Chapter 150
filed with
er 27447, Raleigh,
this permit shall
ntained in
the
this
to request
'an
hirty (30)
days
be in the
form
B of the North
Office
of
NC 27611-7447.
be final
and
943 Washington Square Mall Washington, NC 27889 252-946-5481 (Telephone) 252-946-9215 (Fax)

Front Street Developers, LLC
June 15, 2001
Page Two
-If you have any questions, or need additional information
concerning this matter, .please contact Bill Moore at (252) 946-
6481, extension 264.
Sincerely,
i� Jim ulligan ��^Y'
Water Quality Regional Supervisor
Washington Regional Office
cc: Robert M. Chiles Engineers
John Do.rney - Wetlands Group, Raleigh
Graven County Inspections
,/Washington Regional Office
Central Files

,a
State Stormwater Management Systems
Permit No. SW7,0,OQ32
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEME PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,
General Statutes of North Carolina as amended, and other applicable
Laws,. Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Front Street Developers, LLC
Craven County
FOR THE
construction, operation and maintenance of Stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "Stormwater rules") and the approved
Stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit for a sand
filter system to serve Front Street Developers located at New Bern,
NC.
This permit shall be effective from the date of issuance until June
15, 2006 and shall be subject to the following specified conditions
and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of Stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described on page 4 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
,incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER -QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Total Impervious Surfaces
Allowed:
Filter Depth:
Required Surface Area
for sediment and filter
chambers:
Provided Surface Area:
Required Storage Volume
for sediment and filter
chambers:
Provided Storage Volume:
Controlling Orifice:
4
Front Street Developers
SW7000321
Craven County
Front. Street Developers, LLC
Mr. John 0. Haroldson
P.O. Box 1169
New Bern, NC 28563
3/29/00; original
6/08/01; complete
Neuse River
SB NSW
3.42 acres
1.97 acres, Phase 1
2.907 acres, completed project
24 inches to weir height
1231 sf each chamber
1234 sf each chamber
1847 cf each chamber
3294 cf, sediment chamber
3284 cf, filter chamber
by pass overflow set
at elevation 5.0 ft

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Change'of ownership
d. Redesign or addition to the approved amount of built -upon
area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director
for modifying the site to meet minimum requirements. The
permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have
been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed in
its entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surfaces
except roads.
b. During construction, erosion shall be kept to a, minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

a. Semi-annual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device -and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the -work and what actions were taken.
5. 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.
6. Upon completion of construction 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. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
0

3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall. take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
5. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 15 th day of June, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
b— Kerr,T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7000321
7

Front Street Development
Sand Filter System
Stormwater Permit No. SW7000321
Designer 's'Certif!cation
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date

417-A BROAD ST.
P.O. BOX 34%
NEW BERN. NORTH CAROUNA 20564.3496
Mr. William Moore
N.C. DENR
Division of Water Quality
943 Washington Square Mall
Washington, N. C. 27889
ROBERT M. CHILE; Ln
ENCINEEAS, CONSULTANTS
a M
MARINE SURVEYORS ru
co
Ir
November 1;
rp
�1 .SUN 8 2001
Mr. William Moore
Postage S
Certified Fea
,..i Return Receipt Fee
ra (Endorsement Required)
© Restncted Delivery Fee
C3 (Endorsement Required)
C3
a Total Postage & Fees $
S Name (Please Print Ctudy) (to be completed by ma,ie,)
m .:Mr-.-_.William..Mao-re............... --•---------•--
-" S DOr PO Box N0,
C �� shington..S�u
Washington, N.C.27889
rrPF
Enclosures: 1. Sand filter calculations, 2 pages, revised.
2. Drawing; Front Street Developers, LLC, Revised Sandfilter Dimensions,
Prepared by Robert M. Chiles, P.E., November 1, 2000.
Ref: A. Booklet; Stormwater Best Management Practices, NCDENR Division of
Water Quality, Water Quality Section, November 1995.
Subject: Front Street Developers, LLC
Revised Stormwater Sand Filter Dimensions and Calculations
Dear Mr. Moore:
During our telephone conversation yesterday you advised our office that the
NCDENR design standard for the required surface area of sand fiiter chcmbers had
been changed. The 360 ft2 minimum surface area indicated on page 27 of Ref. A for
both the sediment chamber and the sand filter has been changed to require 360 Ft' of
surface area per acre of drainage area.
We have changed the dimensions of the project's sand filter to meet this new
standard. A copy of the revised calculations and a dimensioned cross section cre
enclosed for your approval.
Should you require cny additional information, please contact us at your earliest
convenience. With the expectation that this revision will result in approval cf the
stormwater management plan for this project, we remain
Very truly yours,
,ROBERT M. CHIVS, P.E.
�• s
1 111
x1
Michael L. Rice, E.I.
cc: Front Street
Front Street Developers,;. 99093Moore
MECHANICAL. CIVIL, AND MARINE MARINE HYDROGRAPHIC AND LAND SURVEYS
,% . L .S"i: JAL. Y '49 AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILU, _rSl 9CUNDAAY SURVEYS AND MAPPING SEAVICS

..'�' ",�.,u��+-`''7 v_ : 1`r: :`I�x- �+w �. A � • , � .:�_',:ti �� :�.. a..�,4.��+ w:� i'4r�''r+'S' '� Y
r --,v .�. ,tt+s r,!.r .-.±Hpy� i�� a�� 7+ :"3 t3�' •� , r".�y, Jati..it.;ynY �i..�."`?= - ;3;
e1^y,I•�Y. :i ._tq ^.t• ,�%
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v
1
.r
r
JAI
Campfete items 1; 2, gild 3: Also complete 7c-ig
by (A se Print Ctearfy) B: P gj►D yr{` i
Item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse atureso that we can return the card to you.p Agern -
;. ■ Attach this card to the back of the mailpiece, X - -
or on ttie front if space permits. . ❑ Addressee'"
D. is d ivery address different from iterri 1? ❑ Yes'
>. 1. I re Article Addressed to:
If YES, enter delivery address , below: o
Mr. William Moore
NCDENR
"Division of Water Quality
943 Wassington Square Mall
Washington, .N. C. 27889 3. se ice Type
4$ Certified Mail. ❑ Express Mail,
2. 709t9 N340661.1. 8 �3��6� 47 .. .
❑ Registered -' )�Retum Receipt.for Merchandise
0 Insured Mail ❑ C.O.D,
4. Restricted Delivery? (Extra Fes) 0 Yes '
PS Form-3811, July 1999 Domestic Return Receipt 99n93' : t{12595-00•M 0�52
.,tea. � ._,��.:•�--�
`• First -Class Mail
UNITED STATES POSTAL SERVICE Postage &Fees Paid
USPS
Permit No. G 10 r
• Sender: Please Print your name, address, and ZIP+4 in this box •
Robert M. Chiles, P.E.
P. 0. Box 3496
New Bern, N.C. 28564-3496
Attn: Mike Rice
1111,11111ttl1I1114111it+lrtll,rl111111t1111111r1111lllt111111

10.0
M-6
ml
309.33
--4.1'-- —3.9' to Ili
SAN[) SEDIMENT o"O" CARO
CI I AM BE R CI iAMBEIR
�!: VES Si(
GRADE
5,00' J
4.3SEAL
.3' 0
0.
%
sari I mW""'
L 4"0 SLOTTED DRAM PIPE,
FABRIC WRAPPED
4-0 CORRUGATED PLASTIC PIPE, OUTLET INVERT 2.0'
SECTION A —A
SHEET 1 OF I
RONT STREET DEVELOPERS,
REVISED SANDFILTER DIMENSIONS
FOR
OLD HOLIDAY INN SITE
TOWNSHIP NO, 8 CITY OF NEW BERN CRAVEN CC
DAR. ROBERT M. CHILES, F
DMAIMS AM CONSMUM
NOT TO SCAJE KW 80K NOM CAROLM

ROBERT M:-CHILES,'P.E.
Engineers &:consultants -
DRAINAGE AREA
ENTIRE SITE
Existing impervious area on site
Existing pervious area on site
Off -site area entering project area
PHASE 1 PROJECT AREA
ENTIRE SITE AFTER PHASE 1
Resulting impervious
Resulting previous
Net gain impervious_
Net loss pervious
3.42 * acres = 148,922 t
sq ft
78,110 t
sq ft
70,812 t
sq ft
0
sq ft
49,925 ± sq ft
3.42 t acres = 148,922 t sq ft
85,813 t sq ft
63,109 t sq ft
7,703 t sq ft
7,703 t sq ft
DESIGN REQUIREMENTS:
SEDIMENT CHAMBER: F,`�a GIeS
VOLUME �g i «. pe rf�.•►'
Required (540 ft'lacre) x (3.42 acres) = 1,847 ft-1
Provided [(300 ft x 3.9 ft) + (7.33 ft x 8.67 ft)j x 2.67 ft = 3,294 ft3 (chamber + forebay)
DEPTH
Required Minimum
Provided
SURFACE AREA
Required Minimum
Provided
SAND CHAMBER:
18 in.
24 in. (to weir), 32 in. (to top of charr
360 ft'/ac x 3.42 ac = 1230 ft2
300 ft x 3.9 ft+ 7,33 ft x 8,67 ft
FILTER MEDIA SHALL BE CLEAN CONCRETE SAND MEETING ASTM C-33.
VOLUME
Required (540 ft�lacre) x (3.42 acres) = 1,847 ft3 (chamber)
Provided 300 'it x 4.1 ft x 2.67 ft = 3,284 ;t3
DEPTH (FILTER MEDIA)
Required Minimum
Provided
SURFACE AREA
Required Minimum
Provided
18 in.
24 in.
360 ft2lac x 3,42 ac = 1230 ft2
300 ft x 4.1 ft = 1230 ft2
��itiitiirrilfrrrfrr
• SEAL
0255%
00
fffffflllyll�;,�d.,)�
FRONT STREET DEVELOPERS, LLC SndFltrCalcsRevl

r � �
FILTER MEDIA CALCULATIONS:
FLOW TO DRAIN IN IDEAL SECTION
(VOID WITHIN LAYER OF SAND)
FLOW TO DRAW IN ACTUAL SECTION
(PIPE AT IMPERVIOUS BOTTOM)
— Water t — Water t
Sand 1 d Sand d
SOLUTION 0V
FOR IDEAL _
SECTION Q = 2,rk(t + d -s) / (In 2d/rd), where
Q = flow
k = soil permeability
t = depth of ponded water
d = depth of drain
s = water depth above outlet
In = natural logorithm
rd = radius of drain
= 8" = 0.67'
24° = 2,
=0
= 2" = 0.167'
Q = 27(0.00131)(0.67 + 2)/(In((2[2])/0.167)
Q = 0.00692 ftzlsec per unit length (foot) of drain
Q into the entire 300 ft. of drain
= (0.00692)(300) = 2.076 ft'Isec
Q per square foot of filter media surface area
= (2.076 ft3lsec) / (1230 ft2) = 0.00169 ft/sac
= (0,00169 ft/sec)(7.48 gal/ft') = 0.0126 gallsec/ft'
= (0.0126 g21/sec/ft2)(60sec/m1n) = 0.756 gallmin/ft'
SOLUTION FOR ACTUAL SECTION
Reduction factor 0.5, to account for perforated pipe
Q = (0.756)(0.5) = 0.38 gWmin/ft2
0 IV
Impervious bottom
k = C(Dso)2
DIG = 0.2 mm
C=1
k = 1 (0.2) = 0.04 cmisec
k = 0.00131 ft/sec
Reducton factor 0.7-0.9, to account for impervious bottom of filter housing.
Q = (0.38)(0.7) = 0.27 gal/minlft2
DRAW DOWN TIME FOR RUNOFF PRODUCED BY 1" RAINFALL (10,118 ft')
((10,118 ft3)(7.48 gailft3) ] / [ (0.27 gal/minlft2)(1230 ft2)(60 min/hr) ] = 3.8 hours
,`�y��er�rrrrrrr
VmA G_AR
a _J
SEA
7a ; 025586
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FRONT STREET DEVELOPERS, Lf_C SndFltrCadcsRev 1

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RCBERT M. CHILES, P.E.'-
417-A BROAD ST. BUS;NESS: 252-637-4702
P. 0. BOX 3496 NIGHTS: 252-638-2346
NEW BERN, NORTH CARCUNA 28564.3496 FAX: [phone]
email; rmcengr@?cconnectnet
FACSIMILE SHEET
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MECHANICAL C:VIL AND MARINE V4GINEERING MARINE HYCRCGRAPHIC AND LAND SURVEYS
COMMERCAL INDUSTRIAL MARINE AND RAILRCAD FAC1jrES CESTGN
FORENSIC e4GINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

ROBERT M.
CHILES, P.E.
417-A BROAD ST.
P. 0. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
email: rmcenoi5Icconnect.net
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=j2*` ROBERT NI.
C'HLES,�P.E.
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417-A BROAD ST.
A. 0, BOX 3496
NEW BERN. NORTH CAROLINA 28564.3496
email- [e-mail]
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- �'• • .. . '" . :. y >" -. �' ,`^�- k�-��,+,, yes: _ :. , ..
•JUN-04-2001 06:44 :FROM DEM WATER QUALITY SECTION TO 82526373100 P.02iO4
EMC WATER QUALITY COMMITTEE MEETING
May 9, 2001
Archdale Building
12:00 noon - 2:00 PM
Members In Attendance:
Chairman Pete Peterson, Don Abernethy, Anne Barnes, Franklin Clark, Robert Cook, Robert
Epting, Will Fowler, Leo Green, Edwin Melvin
Also: Robert Ray, Coleen Sullins, Frank Crawley, et. al.
Ewcutive Order No. f mandates that the Chair inpires as to whether any member knows of any known conrflkr of interest or
appearance of conflict with raspect to matters before the Commusion. If any member meows of a conflict of interest or appearance
of conflict, please m state at this rime.
12:00 Noon - Opening Comments
Chairman Peterson
*I. Request for Approval of Water SupollWatershed Protection Ordinances in Compliance with the
Water Supply Watershed Protection Act ff.CGS 143-2145 - (Action Item) (Megan Owen)
*asterisk indicates consensus item
Alexander County, Swain County and City of King submitted ordinances and traps that meet or
exceed the statewide Water Supply Watershed Protection Rules. Staff recommended that the Water
Quality Committee approve these local Water Supply Watershed Protection Ordinances. The
Committee approved by consensus. Attachments included in the rccord-
2. Request to rove a General Variance for the Nemse and Tar -Pamlico Buffer protection Rules -
(Action Item) (Bob Zarzecki)
The staff gave a presentation and went through each condition of the proposed variance. Staff
explained that the general variance would cover all requests for variances for residential construction if
certain conditions are met on the affected land areas in coastal counties. Applicants would be required
to receive written confirmation from DWQ staff that this variance is applicable to their project. Benefits
of the Committee's approval of this variance include enabling the staff to achieve uniform compliance
with certain best management practices, such as mitigation, on all projects seeking to be covered by this
variance as well as decreasing review time and expenses for individual property owners. This approach
is similar in nature to the Major Variance for Residential Lots on Barrier Islands (i.e., Ocracoke
Variance). After some discussion the Committee approved the General Variance as presented.
3. Request for Consideration of a Maior Variance from the Neuse River Riparian Area Protection_
Rule - (Action Item) (Bob Zarzeckd)
A request was received for the WQC to grant a variance from the Neuse River Riparian Area
Protection Requirements for a proposed restaurant, retail shop and sidewalk/riverwalk located on the
bank of the Neuse River on East Front Street in New Bern. Staff presented slides and a history of the
site. The slides showed that the approximate 3.4 acre parcel contains approximately 47.5% of existing
pervious surface (grass and dirt) and 52.51/1a of impervious surface (concrete, asphalt and gravel), and
has an existing bulkhead along its entire ± 74.0 feet of shoreline. The applicant, Front Street Developers
LLC c/o Mr. John Haroldson, is proposing to add approximately 8.131 square feet of impervious surface
within the protected riparian buffer- The applicant has proposed a sand -filter stormwater treatment
system located below the proposed sidewalk to treat stormwater and control nitrogen loading to the
Page 1

JON-04'2001- 06.45 FROM DEM WRTER QUPLITY SECT16N 'TO 82526373100 P.03iO4
Neuse River. The DWQ staff made a recommendation to approve the variance request with the
conditions of the sand -filter system to control all the site stormwater and a 1:1 (8,131 fe) buffer
mitigation. After some discussion, the Committee approved the variance request.
4. Request for Permission to_$end the E2. He Oak_(tiver Basinwide Water Quality Plant to Public
eetin - (Action Item)
Staff presented the draft White Oak River Basinwide Water Quality Plan to the Committee and
requested permission to take the plan to public meetings in July 2001. The staff explained that a final
draft plan would be developed based on public review comments and that the final draft would be -
brought back to the Committee for final approval in September 2001 along with a request to present it to
the full Commission- Mr_ Fowler made statements that a county manager pumps raw sewage when the
Emerald Isle stormwater ponds are full or near full. After some more discussion about ongoing issues
and accomplishments in the Basin, the Committee approved the request.
5_ Update an Catawba_Temporary Riparian Buffer Rules and Request for Extending the Permanent
Riparian Buffer Rules Process - (Action item) (Alan Clark) ^
Staff updated the Committee on the temporary rulemaking hearing processes and on the comments
received thus far. Staff briefly reviewed the Hearing Officer's revisions to the final temporary rules and
explained that full details would be presented by the Bearing Officers to the Environmental
Management Commission the next day. Staff gave a review of the May 2 Catawba Advisory
committees' comments pertaining to the permanent buffer rules and presented the discussed options.
The WQC was briefed on the four options that the Division of Water Quality had provided to the
Advisory Committees as well as the two additional options that the Advisory Committee members
offered at the May 2 meeting. Staff sought a time extension for completing the permanent rule -making
process in order to address complex issues associated with permanent rules. Under the current schedule,
draft permanent rules for tributary streams were due at the July EMC meeting. Chairman Peterson
wondered if the TAC for Mountain Buffers would be willing to be reassembled to look at some of the
technical issues that have been recently brought up. Mr. Besse recognized the need for more time. He
recommended that staff consider all -options for protecting buffers and water quality, including the
buffer incentives and local control options recommended by the advisory committee members, and to
report back to the Water Quality Committee in September with a buffer approach considering the
various options- Mr. Fowler asked about financial implications of the permanent rules. and Ms. Sullins
responded that the fiscal note is pan of the need for an extension. She explained that [he fiscal note as
well as other approaches and ideas that had not been considered earlier would be incorporated and
prepared as part of the permanent rule -making process. After some discussion, the Committee approved
extending the time period for permanent rulemaking. This means that instead of providing draft
permanent rule language to the EMC by July, the Division of Water Quality is now being asked to
report to the Water Quality Committee in September on it's recommended approach for addressing
tributary streams in the Catawba River Basin. A schedule for developing permanent rules for tributary
streams in the basin will be developed along with the report due in September.
6. gpidanciz-for-Interpreting hzi l Ration of Wetland Rulings,- (Action Item) (John Dorney)
Staff summaxzed that the recent 'SWANCC' Supreme Court decision which ruled that impacts to
isolated waters could not be coveted by 404 Permits issued by the US Army Corps of Engineers
(USACE). Staff summarized that, at April's EMC meeting, the Commission unanimously confirmed
their intent to regulate isolated wetlands under existing wetland standards in 15A NCAC 2B .0231. The
EMC in April had directed staff to meet with stakeholders and bring information back to the Water
Quality Committee concerning this issue. Staff met with a stakeholder group on April 23, 2001 and the
stakeholders requested that additional information be presented to the Committee on issues such as the
definition of isolated wetlands, the delineation process, and legislative authority for making temporary
Page 2

' .. ,.:�; .r a�.:`"T Yr; � »' • . .' is - .. = '..�
JUN-04-2001 06:45 FROM-DEM,WATER QUALITY SECTION TO 02526373100 P.04/04
rules to allow impacts to isolated wetlands. Staff presented this information to the Committee. In
further detail, Mr. Dorney explained how the Wilmington USAGE office determines what is an isolated
wetland. He summarized that this"decision is made on a case -by -case basis by USAGE. In summary,
an area that is ..ot an isolated wetland would havc surface connections by ditches, intermittent and
perennial waters or the presence of a continuous wetland connected to a stream. In contrast, an area that
is an isolated wetland either has no surface connection whatsoever or is connected only by a stormwater
channel or sheetflow. Staff summarized that the Attorney General's staff advice is that the EMC does
have the authority to regulate isolated wetlands. Mr. Domey suggested that options for the EMC to
consider would be to adopt temporary rules that would include an authorization process or to adopt a
temporary rule that would set-up a permitting program. Staff offered to provide draft rule language if -
the WQC would like to view those, and asked for guidance as to the next step_
Chairman Peterson summarized that he views this issue as very similar to the rule which reinstated
the exemptions to wetland standards that the EMC approved last year. A motion was made by Mr.
Besse to direct staff to develop temporary rules with a stakeholder process and bring them back to the
Water Quality Committee in July. Further detailed discussion ensued, including discussions of the
importance of isolated wetlands for protection of water quality. Mr- Cook made a substitute motion as
follows: "To authorize staff to investigate the authority for and prepare appropriate amendments to the
existing wetland rules to address the issue of permitting activity in isolated wetlands. In this Comm
the staff is directed to assemble an appropriate stakeholder group and work cooperatively with that
group in attempt to reach consensus and consult staff of the Attorney General to ensure that proper
authority exist for these amendments. The staff is then directed to return the proposed amendments to
the WQC before proceeding to public notice. And, the proposed amendments must be within the
existing structure and sections comprising the wetland rules, that is the 2H .0500 rules, in order to avoid
us creating a new permitting program."
Ms. Barnes suggested that Mr. Cook's motion was not consistent with what the full Commission
directed the Committee to do and moved to adjourn. Chairman Peterson then ruled that Mr. Cook's
motion was out of order since it directly conflicted with the FMC's directive to staff to develop
temporary rules. The motion by Mr. Besse was then approved by the Committee to have staff: (1)
publish a Notice of Ruletnaking, (2) develop temporary rules to be brought back to the July WQC
meeting while permanent rules are developed, and also (3) obtain a written opinion from the Attorney
General's office regarding the authority for temporary rules.
Discussion and Closing Comments
Chairman Peterson
This is a summary and is not the official. Committee record Prepared b eff Maord r,2 05.24.01
Reviewed by--- MJohn Dorneti :
Page 3
TOTAL P.04

417•A BROAD ST,
P.O. BOX 34U
NEW BERN, NORTH CAROLINA 28564.3496
Mr. Bill Moore
N. C. DENR
Water Quality Section
943 Washington Square Mall
Washington, N. C. 27889
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8
MARINE SURVEYORS
September 22, 2000
SEP 2 5 2000
BUSINESS: 252-637.4702
FAX:[phone]
rncengr O cconnect.net
Subject: (Revisions -to -Front Street Developers, LLC. Sto_r_mwate_ _r Management Permit'
Application Documents.
Enclosures: (1) Revised INDEX, revised pages 4, 6 and 9, and new "Filter Media
Calculations" page 10 of Stormwater Maintenance plan for Front Street
Developers, LLC. 3.42± acre parcel in the 300 block of East Front Street, New
Bern, N.C.
(2) Front Street Developers, LLC., Sand Filter Bypass Location and Details for the
300-Block East Front Street Site, dated September 21, 2000 prepared by Robert
M. Chiles, P.E.
Dear Mr, Moore:
During your recent conversation with Mr. Chiles, you requested that we perform
revisions and additions to the stormwater plan and drawings as submitted. You requested that
we show calculations for the 1" runoff volume, specify ASTM C-33 for the sand, calculate the -
filtration rate, calculate a draw down time, create a sand filter bypass and indicate a pipe
invert on drawing Sheet 3, Section C-C.
Page 4 of the stormwater plan is revised to include the 1" Runoff Volume Calculation
based upon the maximum allowable impervious area for the site. This addition is the reflected
in the revised Index.
Page 6, Item 4, Filter Media, is revised to indicate that "a clean concrete sand meeting
ASTM C-33 (0.02 to 0.04 inch size) shall be used for the filter media." Additionally, page 9,
Calculations, is revised to include a reiteration of the sand specification under the "Sand
Chamber" heading.
A second Calculations page, the new page 10, includes the equations used to
determine the filtration rate of the sand. The draw down time for the one inch rainfall runoff is
also on this page. Note that the calculations indicate 24 inches of sand, and 8 inches of head
on the sand surface. These numbers reflect the proposed depth of sand, and the height of the
open space above the sand within the chamber. Changing h se and dep Fi-to M0 1n�es can
provide inches of head, but since the sum of these measurements is use-in�ie_fo m a
that change will note elf cf the c-alcutated-flow-ra
I
The enclosed drawing depicts the details of the,nd �bypossand a proposed
installation location. A potential conflict with the planned t may require
repositioning the bypass, but the design and its function will not change. The details and
planned installation location have been added to Sheet 1 of the project's drawings.
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

Mr. Bill Moore
Front Street Developers, LLC.
We hav revised Section C-C on Sheet 3 f the project's drawings to indicate an invert
elevation of for the 15" O R.C.P. connec ing the forebay and sediment chamber, and ask
that you add -he invert elevation to your copy of the drawing.~
Please use the enclosed index and pages 4, 6, and 9 to replace the corresponding
original pages in your copy of the document. The new page 10 should follow the revised page
9 and precede the original page 10 in your copy of the document. Also, please add the
enclosed drawing to those previously submitted, and make the recommended annotation on
Section C-C of your Sheet 3. —
Should you require additional information, or have questions or comments about the
new submissions, contact us at your convenience.
Very truly yours,
OBERT M. HIL S, P.E.
Michael L. Rice, E.I.
MOORE.wpd

M
OFFICE.USE ONLY, m
Date Receive d
Fee Paid
Permit Number
3- -
Sty ?a oa 3 z
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIO_ _N_ �_'_�F_ ORM 1'
This form may be photocopied for use as an original{
MAR 2 9 2000
I. GENERAL INFORMATION
WA�,HINGTON HI:@NAL 0MC_
1. Applicants name (specify the name of the corporation, individual, etc. wh oo� was the prolect)��
Front Street Developers, LLC _
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John 0 .-,,liaroldson
3. Mailing Address for person listed in item 2 above:
. Box 1169
City: New Bern
Telephone Number:
252 ) 638-8300.
State: N . C . Zip: 28563
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Front Street Developers, LLC
5. Location of Project (street address):
East Front Street
City: New Bern County: Craven
6. Directions to project (from nearest major intersection):
Site is located at intersection of Braod and East Front Streets in Downtown
New Bern
T Latitude: 30'-' 06' 05" Longitude: 770 02' 06"
of project
8. Contact person who can answer questions about the project:
Name: Robert M. Chiles, P.E. Telephone Number: ( 252 ) 637-4702
II. PERMIT INFORMATION:
1. Specify whether project is (check one): x New Renewal Modification
Form 5WU-101 Version 3.99
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density ! X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major X Sedimentation/Erosion Control t404/401 Permit J_NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater generated by -proposed parking and structures will__be_piped to a sand filter
before being -discharged to the Neuse River. The filter was designed following
_ applicable requirements listed in NCD_ENR booklet "Stormwater Best Management_ Practices"
November 1995.
2. Stormwater runoff from this project drains to the Neuse
River basin.
3. Total Project Area: Prase 1 1.15.acres 4. Project Built Upon Ared?hase 1 62 . 7 %
15.4% (New impervious)
5. How many drainage areas does the project have? 1 47.3 % ( Existing impervious)
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Ba ui Informatiow" TayDrainage
A'.f, %£•ir,fi,k..
,i.. HEAL. r. ... ..».
Area
'!%s ee. ,.5<0•&f,., .. ?, r. ,',95. .A`
...
Drainage Area
0. 6» .,rh. a»M5tim"%f i2'L
--.. al...- u. .....-
Receiving Stream Name
Neuse River
Receiving Stream Class
SB NSW
Drainage Area
3.418 Ac. Entire Site
Existin Impervious* Area
1.793 Ac. (Entire Site befo
e Phase I)
Proposed im ervious'Area
1.970 Ac (Entire Site _a_fte,
Phase__ 1}
,0 Impervious* Area (total)
57.6%
:fit ervias� SurfaceArea
Drama "e Area:1 `x
g k.., .
Drama ga Area2'
:
On -site Buildings
I 0.036 Ac. Esist /0.118 Ac.
(Proposed New)
On -site Streets
-0-
On-site Parking
1 CU76 AC.
On -site Sidewalks
0.079 Ac.
Other on -site
1.461
Off -site
-0-
Total: 1.970 Ac.
Total:
Impervious area is defined as the built upon area including, but not Iimited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Pace 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot-
V. SUPPLEMENT F0RIIriS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these farms. .
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-105
Form SWU-107
Form SV U-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sixes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Robert M. Chiles, P.E.
Mailing Address: P. 0. Box 3496
City:
New Bern
Phone:(_252 ) 637-4702
VIII. APPLICANT'S CERTIFICATION
State: NC
28564
i
I, (print or type name of person listed in General Information, item 2) o !z &,r'01q1S0X—
certify that the information included on this permit application form is, to the best of my knowledge; correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000./n ifJ
Signature: 0
Date: -3-- a 7 - OD
a
Form SWU-101 Version 3.99 Page 4 of 4

r
STORMWATER TREATMENT SUMMARY
for
FRONT STREET DEVELOPERS, LLC.
OLD HOLIDAY INN SITE
Improvements to this site will be performed in phases. The first phase will include the construction of two
buildings, a parking lot, and a sand filter stormwater treatment device in an area comprising approximately
one third of the site. The sand filter for this project will be constructed using a cast -in -place concrete base
and concrete block walls, and is sized to serve the future development of the entire site.
Roof drains will be installed to direct roof generated run-off to the sand filter for treatment. The drains will
connect the building down spouts to the sand filter forebay. S , ze ?
The parking lot will be constructed over an existing compacted gravel impervious surface. The new surface
will be graded to direct stormwater run-off to two new catch basins. The catch basins will be connected
to the forebay of the sand filter using reinforced concrete pipe.
The sand filter for this project will have three primary features; a forebay, a sediment chamber and a sand
chamber. Stormwater will enter the forebay first, the sediment chamber next, and the sand chamber last
before being discharged. These features will function to treat stormwater as follows:
• The forebay;was added to receive the stormwater, collect trash and debris, and prolong the time
between sediment chamber cleanings. It will be connected to the sediment chamber with a short
section of fifteen inch diameter pipe fitted with a downward -turned ninety -degree elbow on its
forebay end. In order to provide clearance below the inlet bell of the elbow, the pipe must be placed
high in the forebay wall. The elevated placement of the pipe will cause a pool of water
approximatel sixteen inches dee to be retained in the forebay. At this depth, the pool will maintain
a seal over the elbow inlet and function to trap any floati� 'n debris, ails, and other unwanted fluids
from entering the sediment chamber. Additionally, it will act to diffuse 1nflowing stormwater and
help begin precipitation of suspended sediments.
• The sediment chamber will retain a pool of water approximately 1,800 cubic feet in volume. A
surface area three feet wide and three -hundred feet tong will help the chamber function as a stilling
basin, wherein the majority of suspended solids will be precipitated.
• Stormwater will exit the sediment chamber and enter;the sand chamber through openings in the top
course of the wall separating the two chambers. By their position, shape and configuration, these
openings will function as a segmented broad crested weir, and cause water to enter the sand
chamber in a sheet flow. Water entering the sand chamber will be drawn by gravitythrough two
feet of filter media and into a fabric wrapped section of slotted PVC drain_pipetbere to be
discharged into the Neuse River. The filter media will be a well -graded sand meeting the Unified
Soil Classification System (USCS) gradation SW, with a maximum average particle diameter of two
millimeters (2mm). The filter media will serve to remove any finer sediment and sediment bound
pollutants from the stormwater as well as providing a media for at least a moderate level of
microbial removal of bacteria.
FRONT S7RFEs7' DFVELOPF.RS, LLC
RMC NO. 99093

. ' I
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
October 31, 2000
Front Street Developers, LLC
Attn: Mr. John O. Haroldson
P.O. Box 1169
New Bern, NC 28563 Subject: Stormwater Permit No. SW7000321
Old Holiday Inn Site
Dear Mr. Haroldson: Craven County
This office received revisions for the proposed project from Mr. Bob Chiles on September 25,
2000. Bob and I discussed the overall project, and the sand filter design parameters by phone today.
While the sand filter design is nearly complete, Bob will need to make some modifications in order
to meet all the design requirements in the State BMP manual. Once those modifications are
submitted, your stormwater application should be complete. After a final review, I will prepare a
draft stornwater permit; however, it would not be appropriate for me to issue the stormwater permit
until the Neuse Buffer Issue is resolved.
After talking with our staff in Raleigh, it is my understanding that they feel the sand filter
treatment option does not provide for 30 % nitrogen removal. For this reason, they may require
treatment options other than the proposed sand filter. 1 suggest that you contact Mr. John Dorney,
Wetlands Unit Supervisor, in our Raleigh Office at [phone], to discuss how you might resolve
the buffer issue. Once the buffers issue is resolved, I will try to complete my review and issue the
state stormwater permit in a tirnely manner.
If you have questions, or need further assistance, please feel free to contact me at the
Washington Regional Office at [phone].
Sincerely,
William J. Moore;
Environmental Engineer
cc: Bob Chiles
John Dorney, Wetlands Unit
Bob Zarzec4 Wetlands Unit
WARO Files
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Subject: SW7000321
Date: Fri, 22 Dec 2000 10:12.38 -0500
From: Jeanette Powell <[e-mail]>
Organization: NC DENR DWQ
To: Bill Moore <[e-mail]>
CC: Bradley Bennett <[e-mail]>, Bill Reid <Bill. Reid@ncmail. net>,
John Dorney <[e-mail]>
Hi Bill_ I just got out of a meeting with Coleen and Dorney regarding
the Front Street Development project on the old Holiday Inn site
(SW7000321). There are some major issues outstanding on the Neuse
buffer variance for this project. The proposed sand filter may meet our
SSMP requirements, but the variance will likely require a constructed
wetland. Please hold off on reviewing/issuing the State Stormwater
Permit for this project until the major buffer variance is resolved.
Thanks,
JP
Jeanette Powell <jeanette.powell a,ncmail.net>
NC Department of Environment & Natural Resources
Division of Water Quality
Stormwater & General Permits Unit
I ofl 12/22/00 12:49 I'M

A01'r
MCDENR
DIVISION OF WATER QUALITY
November 1, 2000
Memorandum To: Coleen Sullins
Through: John Dorney, Dennis Ramsey
From. Todd St. John
Subject: Front Street Developers/John O. 1-laroldson
Craven County
DWQ# 000911, D WQ# 000661,
Stormwater Permit No. SW000321
We seem to be running into a bit of a snag in regards to this (and perhaps similar)
project(s) and covet your review and decision... 54c--& Su-) P zl
The applicant has applied for a NPDES Stormwater Permit, a variance from the Neuse
Buffer Rules (NBR), and a CAMA Major Permit and associated 401 Water Quality Certification.
Both Bradley Bennett and Bill Moore have reviewed this memo and agree with the presentation
of the facts. The Wetlands Unit reviewed the application and responded, in writing, on August
29, 2000 in part as follows:
"I. Sand Filter Stormwater Treatment Facilities
You correctly noted that the nitrogen removal efficiency of sand filters is considered to be 35% (based on one
study), according to the Neuse River Basin: Model Stormwater Program for Nitrogen Control. However, the
above document does not list sandfilters as appropriate stormwater measures for new development (see Part
2-E, p. 14). Typically, applicants propose stormwater treatment wetlands for Variance requests since these
facilities are considered to have the highest nutrient removal rates. In any event, the sandfilter is not
acceptable for stormwater treatment. Also, this Office recommends that an extended detention wetland be
proposed for stormwater treatment fpr [sic] the reasons below: Please be advised, that if a CAMA Major or
Erosion and Sediment Control Permit is required you may need to obtain an NPDES Stormwater Permit for'
Coastal Counties. If a written 401 Water Quality Certification (or written concurrence) is�required; a
stormwater wetland or a dry detention basin with a level spreader and forested buffer strip may be required.
The need for a 401 Water Quality Certification will be determined once the CAMA Staff Report is received
by this Office from the Division of Coastal Management."
The issues listed above were based on information that we had at the time. We now are
certain that a NPDES Stormwater Permit is required and that a written 401 WQC is required in
addition to the major variance from the Neuse Buffer Rules. Also, subsequent discussions with
Bill Moore, John Dorney and the applicant's engineering firm have revealed that there is a
substantial amount of existing impervious area for which the Wetlands Unit typically does not
require stormwater treatment (We normally only require stormwater management for new

impervious area). As such I discussed with Bill Moore the possibility of requiring the applicant
to provide an extended detention wetland for the new impervious area (or equivalent) and use a
sandfilter for the rest which would satisfy both 401, NBR and NPDES requirements (I think).
Bill seemed amenable to this scenario, but did not seem entirely comfortable that the Division
could require a wetland as opposed to a sand filter. I communicated this decision with the '
applicant's engineer who indicated that he did not think wetland construction was possible and
would provide us with information to confirm his assertion. I never received any further
communication. The engineer has subsequently been in contact with Bill Moore in an attempt to
get his Stormwater permit approved. Bill has sent a letter dated October 31, 2000 (attached)
advising the engineer that the Wetland's Unit is not satisfied with a sand filter.
I must point out, however, that the Wetlands Unit has not "officially" indicated, as far as
I know, that sand filters do not remove 30% nitrogen. In fact the Neuse River Basin: Model
Stormwater Program for Nitrogen Control, August 30, 1999, indicates in table 2c, page 15, that
sand filters remove 35% nitrogen. However, page 14 does not list sand filters as an acceptable
BMP for new developments, an omission with which I concur. (Please note, however, that
Bradley and Jeanette have told me that they thought this was a mistake and sand filters should
have been listed.) In my opinion, sand filters (of the type proposed) have many maintenance
issues.;First, my limited experience and discussions with others with more experience tells me
that sand filters tend to foul easily by natufe�of the design. Additionally, when sand filters are
covered (in this case, I understand it will have metal covers that will be used as a walkway) then
if they do foul or fail, it is not readily apparent and could go completely unnoticed. In contrast,
extended detention wetlands should provide more aquatic function and better nutrient removal
than sand filters.
Also, as mentioned in the above quote in the letter from this Office, we may require (as
part of a 401 WQC, and currently do require wetlands (or dry ponds followed by forested filter
strips), for Stormwater management in NSWs (among others) as in condition no. 13 in the GC for
NW 39 (see attached). In this case a 401 WQC is required for the CAMA Major. As such, we
normally would require the wetlands anyway as we indicated in the August 29, 2000 letter.
In any event, I do not think we can issue the NPDES Stormwater Permit or the 401 WQC
until the applicant obtains the necessary variance from the Neuse Buffer Rules -by the EMC WQ
Committee.
As a result of all of the above, John Dorney requested that I prepare this memo and send
it to you so you can decide DWQ's course of action. The main questions are: 1) Should we
require an extended detention wetland for the new impervious area to meet 401 WQC
requirements in NSWs and/or NBR major variance requirements? 2) Can sand filters be used for-
new developments under the Neuse River Basin: Model Stormwater Program for Nitrogen
Control, August 30, 1999, even if they are not listed as acceptable BMPs?

Ke: Front Street
Subject: Re: Front Street
Date: Tue, 07 Nov 2000 09:54:45 -0500
From: "Todd St. John" <[e-mail]>
Organization: DWQ Wetlands Unit
To: Bill Moore <[e-mail]>
Bill Moore wrote:
> Todd,
> Got your e-mail this am; read the draft memo to Coleen; here are my
> comments:
> - all references to NPDES Stormwater Permit should be changed to State
> Stormwater Permit
> - I think a wet pond, constructed wetland, or some option that creates
> aquatic
> habitat is a better alternative for nutrient removal than a sand
> filter; however,
> the Model Stormwater Program for Nitrogen Control (even with the
> omission
> you refer to) implies that sand filters will do 30 $
> - the project site is 3.42 acres with 1.79 acres existing impervious area
> 1.79 13.42 = 52 9 impervious
> - the proposed development (Phase 1) will result in 1.97 acres impervious
> area
> 1.9713.42 = 58 $ impervious
> - Phase I represents an increase of 0.18 acres (7703 sf); at least 5200 sf
> of this new
> impervious area will be placed on a finger of land (about 85 x 200)
> that sticks out
> into the Neuse River; it will be will be nearly impossible to
> separate & treat the runoff
> from just the new impervious area; in addition, it would not be
> practical to provide a
> treatment measure for just the 7703 sf of new impervious area
> - historically, the site has been used for a gas station & a Holiday Inn;
> no stormwater controls;
> I have steered the owner in the direction that stormwater controls must be
> provided for the entire site,
> even though it might be argued that this project represents
> redevelopment; the owner will eventually
> develop the site to about 85 t impervious & is willing to provide a sand
> filter design (up front) to treat
> one -inch runoff for the entire site; once the design is complete, it
> should meet the requirements of the
> State Stormwater Rules; the State Stormwater Rules are written such that,
> if you meet the requirements,
> you get a permit - we currently have no way to deny a permit
> - the original stormwater application came to WARO 3129100; the CAMA
> application came 5122100
t of 2 ] ! /7/00 9:59 AM

Ke: Nront Street
_. .. 41i
> I am willing to work with any & all to figure this one out; call me or let
> me know if you need any info from me
> "Todd St. John" wrote:
> > Bradley (or Jeanette) and Bill,
> > Please review the attached memo and verify "the presentation of the
> > facts." If the facts aren't straight, please help me keep this ball
> > rolling... (Bill, I still haven't received any written response from the
> > applicant regarding my August 29, 2000 letter. I think the ball is in
> > their court.)
---------------------------------
> > Name: 000911bvm.doc
> > 0009I1bvm.doc Type: Winword File (application/msword)
> > Encoding: base64
> > Download Status: Not downloaded with message
Todd St. John, P.E.
Environmental Engineer 11
DWQ
Wetlands Unit
2 of'2 11/7/00 9:59 AM

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
,lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
John O. Haroldson, Manager
P.O. Box 1169
New Bern, NC 28536
Dear Mr. Haroldson:
k7w.1111TVAa•
NCDENR
Division of Water Quality
August 29, 2000
Subject: Request for Variance from Neuse "Buffer Rules"
(15A NACA 2B .0233)
DWQ Project No. 000911
Craven County
The Wetlands Unit staff reviewed the stormwater management and site plans for the subject project located
on the 300 Block of East Front Street, New Bern, North Carolina and determined certain aspects of the
plans and application will have to be revised in order to complete the technical review process. The
revisions are as follows:
Sand Filter Stormwater Treatment Facilities
You correctly noted that the nitrogen removal efficiency of sand filters is considered to be 35%
(based on one study), according to the Neuse River Basin: Model Stormwater Program for Nitrogen
Control. However, the above document does not list sandfilters as appropriate stormwater measures
for new development (see Part 2-E, p. 14). Typically, applicants propose stormwater treatment
wetlands for Variance requests since these facilities are considered to have the highest nutrient
removal rates. In any event, the sandfilter is not acceptable for stormwater treatment. Also, this
Office recommends that an extended detention wetland be proposed for stormwater treatment fpr the
reasons below: Please be advised, that if a CAMA Major or Erosion and Sediment Control Permit is
required you may need to obtain an NPDES Stormwater Permit for Coastal Counties. If a written
401 Water Quality Certification (or written concurrence) is required, a stormwater wetland or a dry
detention basin with a level spreader and forested buffer strip may be required. The need for a 401
Water Quality Certification will be determined once the CAMA Staff Report is received by this
Office from the Division of Coastal Management.
2. Sewage Disposal
It is the understanding of this Office that sewage pump -out facilities will be provided to serve the
marina.
Please be advised that this Office does not intend to present the subject Variance Request to the
Environmental Management Commission in September because the above stormwater management
issues have not been resolved. If you have any questions or would like to discuss this project, please
contact Mr. Todd St. John at [phone]. Also, please note that the NCDENR Stormwater Kest
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Management Practices Manual, April 1999, and other documents and information can be downloaded from
the Wetlands Unit web site at http:llh2o.chnr.state.nc.us/ncwetlands/.
Sincerely,
John Dorney
Wetlands Unit Supervisor
cc: Todd St. John, Wetlands1401 Unit
Bob Zarzecki, Wetlands/401 Unit
Washington Regional Office
Robert M. Chiles, P.E., PO Box 3496, New Bern, NC 28564-3496
File

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111
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ROBERT M. CHILES, P.E.
41 7-A BROAD STREET
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 2&%4-3496
March 28, 2000
Mr. Jim Mulligan, Regional Supervisor
Division of Water Quality
NCDENR
943 Washington Square Mall
Washington, N. C. 27889
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
PROJECT: Front Street Developers, LLC
Old Holiday Inn Site, Front Street, New Bern, N.C.
Stormwater Management Permit Application
Dear Mr. Mulligan:
BUSINESS: 252-637-4702
NIGHTS: 252-BCi&2346
FAX: [phone]
MAR 2 9 2000 -'
WA5H14GZ4id O D L Oft:ICE
Enclosed please find the Stormwater Management Permit submittal package on the above project for review
and approval. The following items are:
1. Original and one (1) copy of the Stormwater Management Permit Application Form SWU-101
Version 3.99, 4 pages with Detail Narrative Description attached.
2. Permit Application Processing Fee: High Density Permit - RMC Check No. 22884 for $420.00.
3. Original and one (1) copy of the "Stormwater Maintenance Plan" for Front Street Developers, LLC,
which includes site data, a maintenance plan, a copy of the calculations, a copy of the above items,
and one set of construction drawings in each stormwater maintenance plan book.
4. Two sets of the construction drawings (one set located in each Stormwater Maintenance Plan):
sheet 1 of 3: Front Street Developers, LLC: Existing Conditions at Old Holiday Inn Site; sheet 2 of 3:
Stormwater Control Plan at Old Holiday Inn Site; and sheet 3 of 3:Stormwater Control Details for Old
Holiday Inn Site.
Upon review of the above submitted Stormwater Management Permit package, if you have any questions
please do not hesitate to call.
Yours very truly,
ROBERT M. CHILES, P.E.
D GzGle✓
rbara D. Francis
BDFlbdf
Enclosures: Permit Submittal Pkg
cc: Front Street Developers, LLC
File: 99093
99093 JM Stormwater Permit Itrl.doc
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD
FACILETIES DESIGN
MARINE HYDROGRAPHIC AND LAND SURVEYS
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

f �I�
I
l�
T 1
417-A BROAD ST.
P.O. BOX 3496
NEW BERN. NORTH CAROL:NA 28564.3496
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
a
MARINE SURVEYORS
Mr. John Dorney
N. C. DENR Division of Water Quality
Wetlands/401 Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1621
Subject:
Reference:
Enclosures
April 20, 2001
CERTIFIED - RETURN RECEIPT REQUESTED
NUMBER 7099 3400 0011 9823 6127
rent Street Developers LLC
Old Holiday Inn Site
New Bern, N. C. 28560
(a) Your Fax/email April 11, 2001
(b) RMC # 99093
(1)
(2)
(3)
Dear Mr. Dorney:
BUSINESS: 2$2-637.4702
FAX: 2$2-637,3100
rmcengr4cconneCLnct
cam. is 4d
Limitation^ for Constructed Wetlands Front Street Site - RMC #99093
dated April 20, 2001 w/attachments 1-1 thru 1-12
Pervious/li-npervious Cover - Front Street Site - RMC #99093
dated April 19, 2001 w/attachments 3-1 thru 3-12
Copy of RMC letter to Mr. Danny Meadows, Stormwater Program Administrator,
City of New Bern dated April 19, 2001 w/enclosures 1-5
The enclosed information confirms in writing as requested by reference (a) the information
provided to you at our meeting in your office on April 3, 2001. In summary:
1. The site is not Suitable for construction of extended extension wetlands for the reasons
provided in enclosure (1).
2. The fill material from the surface down approximately 20 feet confirms historic data
indicating that the site was a deveicped industrial/commercial site for over 200 years
previous and the material is of marginal value as a pervious surface and in fact could be
considered to be 90% impervious today as outlined in enclosure (2). Therefore, mitigation
for 10% of 7,703 sq. feet or 770 so.. feet would appear appropriate.
3. The site meets the criteria for "Vested Rights" as outlined in enclosure (3),
r
N£CNANICAL, C]VIL, AND MARINE ENGINEERING MARINE HY0ROGRAPHIC AND LAND SURVEYS
.CM1dERC:AL.1NCUSTRIAL, %1ARINEANO RAILICAD=aC:L:i Z5 :cEtOCd

T
Mr. John Dorney -2- April 20, 2001
I trust that the written documentation enclosed is sufficient to allow your office to now recommend
approval of a Variance from the Neuse River Rules as proposed and to place this project back on the
agenda for the May 2001 meeting of the Water Quality Committee of the Environmental Management
Commission.
Your assistance in this matter will be appreciated. ;1�Aa`''�,,�
p4
V truiyyoursy ?°� 5slp•;'�
L
Robert M. Chil��.F
RMC Jrf
Enclosures
cc: Mr. John Haroldson wlenciosures
990931dorneyl .ltr

e Complete items 1, 2, and 3. Also complete
A. Received b Please Pnnt Clearly) B. Date of 6elivery !
item 4 if Restricted Delivery is desired.
N
N Print your name and address on the reverse--•
-,
so that we can return the card to you.
C. Signal
m Attach this card to the back of the mailpiece.
X ❑ Agent
% ,
or on the front if space permits.
❑ Addressee
D. Is deliv address di erent from item 1? ❑ Yes
1. Article Addressed to:
It YES, enter delivery address below: ❑ No
Mr. John Dorney
NC DENR Division of Water Qualit
Wetlands/401 Unit
1-650 Mail Service Center
Raleigh, NC. 27699-1621
3. Service Type
Certified Mail ❑ Express Mail
❑ Registered �( Return Receipt for Merchandise '
❑ Insured Mail ❑ C.O.D.
4• Restricted Delivery? (Extra Fee) ❑ Yes
��qq 11
idyrl�3ef[J�e�ylf��asrc 61�1
PS Form 3811, July 1999 Domestic Return Receipt io2595-00-M-0952
l`
k
MMr.
John
Dorney
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CertCieu Fee
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Return Receipt Fee
(Er1a Or5emenl Pequirec)
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(Encorezment Pecuirec)
v
Total Postage & Fees
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Name (P!ease Print C'eerw) (to be romplerad by mailer)
NCDENR Div -of
Water..-Qu-elf,tu----------------------------
}fe l'ands'/`4'df°'CJnit-1650 Mail
Service Cntr
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----------------------------------------------------
irr "rare ��P_a
Fa�eigh, NC
•----•-----•-----------------------------
27699-1621.

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ROBERT M. CHILES, P.E.
ENGINEERS. CONSULTANTS
6
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW B£RN, NORTH CAROLINA 28564-3496
April 19, 2001
Mr. Danny Meadows
Stormwater Program Administrator
City of New Bern
P. C, Box 1129
New Bern, N. C. 28560
BUSINESS: 252-637-4702
FAX: [phone]
rmcengr'dcconned.nel
Subject: Front Street Developers, Vested Rights
Old Holiday Inn Site
RMC 999093
Enclosures: (1) Letter from City of. New Bern by Mr, Michael W. Avery, Director of Planning and
inspections, dated September 22, 1999.
(2) Letter to NCDEINR, Division of Land Resources dated 3/28/00
(3) Letter of Approvai from NC DENR, Division of Land Resources dated 4/20/00
(4) Letter to NCDENR. Division of Water Quality dated 3/28/00
(5) Letter from NCDENR, Division of Water Quality dated 10131/2000'
Dear Mr. lNleadows:
As you are aware. our firm has been in the process of obtaining the necessary permits tar
development of the Old Holiday Inn site for our client, ivIr, John Haroidson (Front Street Developers). This
permitting process began March 3, 2000 with submittals of design plans to the NC DENR for Sedimentation
and Erosion Control Plan (enclosure (2)) and the Approval of this plan (enclosure (3)) was dated April 20,
2000. On March 20, 2000 the Stormwater Management (Plan was submitted to the NCDENR, Division of
Water Quality and the letter indicating that approval is pending resolution of the Neuse River Buffer
Variance was dated October 31, 2000 (enclosure (5)).
In addition to the above, permit applications with associated design Plans were submitted to CAMA
and request for a variance to the Neuse River Rules was submitted to the Environmental i'vlanagement
Commission to allow construction within the Neuse River Buffer during the year 2000..
The City of ,New Bern Planning Department met with Mr. Haroidsen in the fail of 1999 in order to
assure that our plans were in agreement with those of the City of New Bern. Mr. Avery responded within his
fester, encfosure (1) on September 22, 1999 and in this letter agreed the proposed development was
acceptable.
Since `the iall of 1999 cur client has'nvested a-signlilcani sum of mone,! In Site evaluaticn.
planning, deve#opment costs, consultant fees and reiated expenses. The Sedimentation and Erosion
Control ?Ian has been approved by the NC DENR. The preliminary site specific development Plan has
been acknowledged by the City 'Planning Department as acceptable. The preirminar/ site plan and
architecturai plans have been prepared and included with the CAiLIA Permit cackage copy delivered to the
City Manager.
.MECHANICAL, CIVIL. AND MARINE ENGiNEER4NG
'AARINE HYCROGRAPHIC AND LAND SURVEYS

Mr. Danny Meadows -2- April 19, 2001
In accordance with Division 1, Section 1.6 (pp) ii of the City of New Bern Stormwater Ordinance
"vested right shall be based upon ......having an approved site specific ...... development plan in compliance
with GS 160A-135.1." Section (b)(5) of G.S. 160A -135.1 states "Site specific development plan" means a
plan which has been submitted to the City by a landowner describing with reasonable certainty the type and
intensity of use for a specific parcel of property. Section (b)(5) further states that "such plan may be in the
form of .....a preliminary development plan....." This submittal has been confirmed by Mr. Avery's letter
(enclosure (1)) and also by the receipt of the CAMA application by the City Manager.
We hereby request that the City of New Bern, through the Stormwater Program Administrator,
provide our client with verification that he has a vested right in regards to the Stormwater Management Plan
and in particular that this project does not require submittal and approval of additional stormwater
management plan to the City with the associated mitigation.
Your assistance in this matter will be appreciated.
Ver truly yours,
Ii
Robert M. Chiles, P.E.
RIMC:jrf
Enclosures
cc: Mr. John Haroldson
Mr. John Domey, NCDENR, DWQ
GGCG2tmeadcwsAtr

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Sepc:er ber 22, 1999
John, ija7oj&SCr1
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ROBERT M. CHILES, P.E
RNG(;<ir=?S, CC VSL;L: Aa`ri.3
WRWE Si:n`l=.CRS
fir. Pais�cic i. McOain, P.E.
,assistant Regional Engineer
NC Deparum:ent of EnMronment end I,iaturaf FeSourcas
Civision of L 3nd F�escurceS, Lane C:L:aliiy Section
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State of North Carolina
Deoailment of Environment and Natural Resourc
V�les� ina cn Recicnel Orice
J2mEs B. Hunt, Jr., Gcverncr
S i I I iCIm2in, Sec"et- r/
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
April 20, 2000
LETTER OF APPROVAL
Front Strut Developers, LLC
ATTN ; k1r. John 0. Haroidson, Owner
Post Office Box 1169
`Te';v Bel?i. Noiti Ca:oiina 2S�63
RE : Erosion and Sedimentation Control Plan
Old Hohda:� Iran Site
E. Front Street - Craven Counry
River Basin: Ne'use
Date RecQived: ylarch 29. 2000
Respoesi ie Pany; Front SLre-'t Developers. i LC
Dear Sir'.
Tiffs oii,Cp _.as coo, t;ietea its ot'r-he and sedirntntatlon i:or=ol -'iLn for ±"t
FC ferenl e � % ;� -- di b e �.i "1 --_:1e '11" f1 lever . .L.
1.1 i, 1. C is � C1 �. L':���Sr V�1n�. LJ f:��.0 VI: t, :.1._oI:::GL, L'r: L7To�l3��... :Le
auvi��Ce� �i n :or L7 = ri5 uL" 0?? '.,' a Si d ..::?; �:L '� it _ni_ .; uz�llQin.'��.
ixiit)iemenied_ wiil me-�i• -,he 7--`111�r--1E!rn SSLe 71S LLTTHI
OF aPpRoOV AL,
In 1973, Lhe Sedimentation Poilution Control Act. (copv available uuon-.-:west) Nas
`r4 Z ?r" is rt r e ,Jr .a -en CT _ r ._ � e-
�:laCIt ..SI�.711Si'1.,,: a ;,e__oT;:"C ..�^t '7 wry �?:1 .•..;41z.�li:Q a vr0ic . ���,;;;:�. %r .:c r� C..
to prooteci adieinh-ia-namrai resources and 7rooer des. both durin'2 and alter ConsiiuCzion, I' om the
e fees of acc9lerated erosion. It is YOUR RESPONSIBILITY ro understand and cornnly with
tide following -,=mum requirements or te Act:

Front Street Developers, LLC
ATTN: lair. John 0. Haroldson, Owner
Apn120, 2000
Pace 2
-- an erosion and sedimentation control plan is onPj valid for 3 years
following the dare of initial approval, if no land -disturbing acriviry has been
undertaken;
a copy of the LATEST APPROVED soil erosion and sediment control plan
must be on file at the job site;
-- a bufer lone, suficienT ro restrain visible sedimentation, must be provided
and maintained between the land -disturbing activity and any adjacenr
property or watercourse;
-- ne v or affected cur or filled slopes must be at an anole :har can be retained
byveetarive cover; g
-- new or affected barren slopes must be orovided with a cITOUnd cover
sufficient to restrain erosion within the shorter of IS working or 30
calendar days of comalerion of any phase (rough or final) of grading
(RYE GRASS IS NOT in the approved seeding specilicarions nor is it an
ACCEPTABLE substitute for the arovidirg of a temporari ground cover);
unless a temDorarf, manufacmred, lining material has been spec vied, a
clean srrmv mulch must be applied, ar the minimum rate of ? :onsla-,—e, :o
all seeded areas. one muicn must cover at least 75 c or the seeded area
beer it is either tac.t2d. %t;jth an acceptable rac. n? material. or crimped n
place:
-- in order to COM..Dl'J Wirh th2 intent o(the .:C.. ,-he SCheu.itilnQ OT the ..nd-
disturbing activities is I.,o be sucrz :hat both the area of ,,posur2 r7na Jje
time bei vee.n the land dismroance and the providin; of a ?round cover s
minimized:
-- a oermanerr ?round cover, sufficient restrain erosion, musr be ,orovided
within :he shorter of 30 ,,corking or .' %0 calendar days a, -der completion of
constr=ucrion or develooment on amp por<ion of :he ,ract:

Front Street Developers, LLC
ATTN: 14r. John. O, Haroldson, Owner
April 20, 2000
Page 3
--- except in the case of an emergency, a revised erosion and sedimentation
control plan must be submitted to and approved by this office prior to
initiating any significant changes in the construction, grading or drainage
plans; and,
-- this approval is based, in pan, on the acclzracy of the information provided
in the Financial ResponsibilirylOwnership form submitted with the projecr
plans. You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibilit-�Iliabiliry cited in it does not automatically transfer ;with a
change in project ownership.
Be advise'{ drat to ensure cori_pl ance `."vlih Lae aooroved plan and the xo'zTamu
requirements, unannounced periodic inspections %.ylll be made. It It Is determined Lha: she
implemented plan is inadequate, this or�ace may rewire the installation of additional measures
and/or that the plan be Ievised to comply with state law. (dote: Revisions to the scope of tIPus
project without prior approval of the plan slowing use changes can be considered a violation).
Failure to compiv with any part of the approved plan or with any requirements of this program
could result in the tak;ng of appropriate legal action against the financially responslt}le pare (Front
greet Developers, LLC). One option is the assessing or a civil penakv of tin to S5000 per day for
each day use site is out or compliance.
In reoognizing the desirability of eari,i coordinat?on or sedimentation control, we believe
it would be benetictai for you, and Your contractor io 3 Conle�pincZ C
discus ti- e me:lts of lure auuroV,-d �rrsion anC C—drit of oiarl. It would ;7e
apprec.ated 11 VOU'uould CuntaCi -�Jr1aS o%iCe -C 3QY:Se �1_ . ill �Ie''.
construct, start-tlo date,, cod itrmcmr and on-sne conulcz verson or. please. comptete '_-c
F-Uura t ie atmcnes Projec-, !nFoI-ataon `Pled m 'he above named.
Acceptance and anpIovai of this plan is conditioned upon your compliance wi[h- Federal
-ind Siat2 '•:vat,.- itl2h7i 13ws—),uladons and :'?les. Ir± _cciii:or.. tLe land diSi iri7ln? 3C avii.
descnbed in ibis plan may also require approval or pe: nittin'g morn other agencies - Federal. Stag
or local. These could include the U.S. .Armv Coms of Ena'necrs under Article 4.0.4..
jurisdiction, the Division of Water Quality - Sultace Water Sec -son under stormwater r.-Taiations
(contact Mr. BillMoore, 94b-6�-51 ext. 26 ), county; ciTY or -own agencies ender other local

Front Street developers, LLC
ATTN: Mr. John O. Haroldson, Owner
April 20, 2000
Page 4
ordinances, or other approvals that may be required. This approval does not supersede any other
approval_ or permit.
Please be advised that a temporary rule to protect and maintain, existing buffers along
watercourses in the Neuse River Basin became effective on July 22, 1997, The Neuse River
Riparian Area Protection and Maintenancc Rule (15A NCAC 2B.0233) applies to all perennial and
intermittent streams, lakes, ponds and estuaries in the Neuse River basin with forest vegetation
on the adjacent land or ''riparian area". In riparian areas with e.-isang forest vegetation in the 1--irst
30 feet directly adjacent to the stream, the rule prohibits land disturbance, new development and
fertilizer use within the first 50 feet of land next to the water, In riparian areas with forest
vegetation that is less than 30 feat wide, the rule prohibits Iand disturbance, new development and
fertilizer use within the area ir:at contains forest vegetation (but not uhe enrre 50 foot riparian
a:_ W. For more information about the riparian area rule, please cos:r� ct t_he Division Of Water
QuaH,uy-s Wet1and/:a01 Unit at 919-733-17M.
Jm
Sincerely%,
Paa-:c:{ H..McClain. PE
Assistant Re,,?ional En2mecr
�:��lcs•�res
(wio Inc.)
Robe rL M. Chiles, PE
Jim Mulligan, Division of % ater Quality

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P.O. aox :Asa
N�rr air,, vc�r.-I c.��cLINA z�_o":=ss
iMarch 28, 2000
ROBERT M. CHILES, P.E
SNGNE_.S, CCNSULTAN i 5
a
.MARINE SQR'1T!CRS
,Mr. Jim Nlui igcm, Re,;Ticral Supervisor
Civisicr, of Water Qc21ity
NCOENR
r G43 4N2snjnGtcr1 S Q,L2ra Ma11
Y/asi ing3ton, N. G. 21389
Z 368 036 70E
US Postai Service
Receipt for Certified Mail
No Irsurancs Coverage Provided.
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PROJECT: merit St cc, Ceve!opera, I I S I
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11/ 01/2000 03:44 FA
ZC 2
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
.lames S. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
DIVISION OF WATER QUALITY
October 31, 2000
front Street Developers, LLC
A-=. fir. John 0. Haroldso❑
P.O. Box 1169
New Bern, NC 28503 Subject: Stormwater Pe,-mit No. S'Ri e000321
Old Holiday inn Site
Dear Mr, Haroldson: C;Iven County
Tail orl:c: received for the proposed =0 ec., Born Bob C--iles on : ''S,
2000. Bob and I disc: the overall project, and --he sand diter design par2irleters by phone today.
While the sand dl Le- desi2a :s Ye`.Tly cornDle'.e_ Bob -.viII Tied Co rraK2 some rrod r canons '- ard-'r
to meet all the des:.— rzalara e 1t5 in the State BNIP rranual. Oncz those mcdif-cst;ors ar
su.bmiaed, your stotmix-ater anolicat,'on mould be co=lete- .� Ler a �i re-,Zcw- I w:Il. ureaar� a
::ot °L—rci,r"9?c or .__., to L-31:p -hZ v�U'i +ih3IZ' Tl i
',I-:t;�� t`:C� �ik'".:5:. �L:rler -='i`u' !S rp�.QIT✓�'•- ..
Aa.er caking with our staff is Raleigh. it is my uperstanding that Lhey ee! the sand bite:
treatment option does aot provide for 30 °�� nitrogen re�.oti-.d_ I cr -ws -easom hey may re hire
zzea=nt ouzcns cthc: than proposed sand Eter. I =ue2es :haL You cz)ntac: M.r. Jo0 m Dorn-ey.
Wetlands lj�l Supe risor, ir, our _ a4eigiZ Once a_ (919)r33-9(Y?6.:c di4 sss .:ow ou :-21i�4nt-esolve
the Lsue. Once the bLLE -rs issue Is resolved. I witl .x r to complete inv review and issue th-c
si ate szo=water peanut iu a tiTneiv�er.
l: vou nave xi.:-stions, or need rsr:'r:er assi5za7- ce. to corn-c, 7= at
��r'3Siun"T0C Rect or l 04ice at r7;21)946-6L4 i .
inc=;v.
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7r
C:: Bob t_ hEcs
BobJOLI
IV RO F ues
9-43 YVasnirgton vgtare Mail, W2sringwn. North Caresina 273Ac Teiecncre
.;n cnuai Conoriunity Affirmalive Ac;on Eniaiover Y

LIMITATIONS FOR CONSTRUCTED WETLANDS
FRONT STREET DEVELOPERS SITE
RMC #99093
APRIL 20, 2001
The entire site is only 3.42 acres, the watershed area does not meet the minimum
10 acre requirement for size of the contributing watershed as shown as follows:
a) "Extended detention wetlands that are sifted in watersheds that are too
small will tend to dry out more frequently, and these can become a
nuisance. In most cases this can be avoided by proper sizing, and
providing a drainage area of not less than 10 acres (underline added.
See NC DENR "Vormwater Best Management Practices" April 1999
Pg. 17 Section 24 titled "Disadvantacres" 2nd paragraph.
The added impervious area under proposed development plans for the site would
be 1.1 acres assuming 8576 of total site impervious as allowable under current
development regulation. Even with pocket wetland the watershed does not meet
the minimum allowable for the reason stated in I. above.
Ill. In order to provide a permanent pool within a constructed wetland at this site the
water level must be at the level of the ad)acent Neuse River and/or at the
groundwater elevation of approximately +l foot cbove mean sea level (obv msl).
The permanent pool should include on area equal to 1576 of the total required at
the inlet and another 157o at the outlet where the water depth is approximately 3
feet in depth. The remaining area is divided equally with 35`7o having water depth
of 0"-9" and 3590 having water depth 9" - 18". (See Section 2.6 "Design
Requirement", second paragraph of NC DENR "5tormwcter Best Management
Practices" dated April 1999). With the existing ground elevation at the site being
approximately at +5 feet abv msi or higher, excavation for a constructed wetland
must be seven (7) feet or greater below grade in order to provide the permanent
pool water levels suitable to support the functions of the stormwater wetland. This
excavation is not picctical for the following reasons:
a) Excavation will be required into rubble, debris, unclassified fill ana other
materials placed on the historic waterfront site over the previous 200 years.
Over excavation will be necessary in order to replace the material with fill
suitable to support growth of wetland vegetation. (see attachments (1- i
thru 1-8).
b) Excavation in excess of seven (7) feet below grade within the lot will
require verticci bulkhead walls around the interior cnd above the
permanent pool elevation and with heavy safety fence ct the too of the
wafts. The alternate for bulkheads would be 3:1 side slopes that would
extend 15 to 20 feet outside the entire perimeter of the permanent pool
with considerable cdded impact on the area avaiicbie for development
of the site. (see attachment 1-9)

Limitations for Constructed Wetlands
Front Street Developments
c) An extended extension wetland designed to serve only the added
impervious area of the site could require a 5,000 square foot permanent
pool area. With alternate side slopes in lieu of bulkheads, the area
required would be 9,800 square feet with a 100 foot x 140 foot footprint.
The wetland excavation must be placed a sufficient distance away from .
the shoreline bulkhead to clear the bulkhead tie backs. This setback from
the bulkhead creates interference with the existing City of New Bern
Sanitary sewer and therefore requires additional setback into the site away
from the water in order to clear the sanitary sewer. This location shown on
attachment (1-10) could major impact of the area and availabie for
development of the site.
d) An extended extension wetland designed to serve the entire site would
require 15,000 square feet for permanent pool area. With alternate side
slopes in lieu of bulkheads, the area required would be 27,500 square feet
with a 80 foot x 340 foot footprint. As in (c) above the wetland excavation
must be set back from the shoreline bulkhead and the sanitary sewer into
the center of the site. This locations as shown on attachments (1-1 1 and 1-
121 creates economically unacceptable impact upon the area available
for development cf the site.
990931weilands ENCLOSURE (1)

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01
192,1 Sanborn filaf).

6' FEmCE
i
%xB TREATED CAP
')x8 OR ?00 VFE
GROOVE SHFA"Fi-III-JG 5-10' WIDE
Q- ot�
PEf-mm,lEtI]' POOL
PERT ANENT
POOL
0-9" 9-18" 3'
DEPTH
1�,DC10 SOFT PF:RmP*IEHT POOL SURFACE AREA
1d,600 SG F'i TOTAL ARFA USED
S' WIDE
SA,IqD FILTER
'�jl BtJLICI-IEAD
1.0' MSL
WATER
g,400 SQ.FT SANG FILTER SURFACE AREA
2.400 SOFT. TOTAI AREA USE
FRONT STREET DEVELOPERS, LL
BMP COMPARISON
FOR
d]W'NIC SCAB: OLD HOLIDAY 1NN SITE
I I o �u ao
lOWl4SY51P NO. B COY OF NEW BERN CRAVEN COUNTY
DATE: �PAI ;0 ?OGII ROBERT M. CHILES, P.E.
""k 9999] AND CONSULTANTS
NEW E?ugK NCATH CAROLHA

-w r
.n. ■- roe
THEE 5 dSTAHC"OIFF7-R- F. CM OEEO CESCRIPTiGN
CCRRECT 'CLOSURE _,RCR.
-
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hY THESE 01STAMM 0IFF--JR FRCM DE70 0ESCRIPTICN':':
-0 To CCRRECT,-(:'-OSIJAE
j 4 P'l., TWIAL. fcE_-)
21 ',.31
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PERVIOUS/IMPERVIOUS COVER
FRONT STREET SITE
RMC #99093
APRIL 20, 2001
1. The surface area of the site located within the 50 foot wide Neuse River Buffer covers
approximately 0.75 acres (32,670 sq. feet) and varies as to permeability with 0.23 acres
(10020 square feet) covered with asphalt paving and the remaining 0.52 acres (22,650
square feet) consisting of a mixture of rubble, gravel and landfill. (see attachment.3-1)
2. The 0.52 acres of mixed fill material has been investigated with a shallow soil probe to
approximately 3 feet in depth in six (6) locations within the buffer. These soil probes
confirmed findings from earlier soils and site archeological investigations the existence of
mixed material with varied degree of permecbility (see Garron Report, Item V, in
atfachments 3-2, 3-3 and 3-4).
3. Within the 0.52 acres (22,650 square feet) of mixed fill material located within the 50 foot
Neuse River Buffer, a total of 7,703 square feet will be impacted by fully impervious
development.
4. Soils investigation anticipating construction of the restaurant on the site included two (2)
borings on the existing bulkhead peninsular (see attachments 3-5-,3-6, 3-7, 3-8). These
borings found "dense gray partially cemented to cemented sand and shell fragments.
some clay" and further identified the materiel below the first one f 1) foot as being medium
dense to very loose construction debris, wood and fine scud". This material extended
down 22 feet (13-1) and 18 feet fB-2).
5. Addifionci mapping data included within the CAMA application booklet is attached as 3-
9, 3-10, 3-1 1, and 3-12. These maps show the site as having been developed in the year
1769 (3-9), to include a sawmill and kiln in the year 1888 (3-10) and again in the year 1908
(3-1 1). In the year 1924 the data shows the peninsula portion of the site to be "Gov't
Supplies" (3-12) and in fact this area was the dock for the U. S. Coast Guard C.uTTef for
many years.
99M/pervious
ENCLOSURE f 2)

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IIn,IItI,R SI!!C (1F iSIE llEl15E Irlt-ti R _
HEUSE RIVER

C.A.M.A. NL JOR PER:�IIIT APPLICATION
NCDENR FORMS DCM-MP-1, 3 & 4
submitted for
FRONT STREET DEVELOPERS, LLC
by
ROBERT ?V1. CHILES, P.E.
, ;f-rL:rrriw-r�r�3-zi

.,.
417-A BROAD ST.
— -'_
P.O. BOX 3496
tY
NEW SERN, NORTH CAAOLINA 28564-3446 '
NC DENR
Division of Coastal Management
Morehead City District
Hestron Plaza It
151-B Highway 24
Morehead City, N. C. 28557
- ENGINEERS, CONSULTANTS
- '» • - ~ : MARINE SURVEYORS
SURVEYORS - -
April 4, 2000
9USiNFSS. M-637-4702- - -
FAX:252-537�160 '
rmcangrIDccon necinel
Enclosed: (1) NCDENR Forms DCM - MP-1,2 & 4, Revised 03195 with the following attachments:
Front Street Developers, LL C drawings, sheets 1 thru o as prepared
by Robert M. Chiles, P.E., March 31,2000
Narrative Descdpticn of Project Phase 1
Soil Test Borings Reports prepared by SLIME, Inc., September 2, 1999
Historical and Archeological Investigation Repert prepared by
Gar -,ow & Associates. October 14, 1985.
. . Architectural Renderings of Restaurant, prepared by
Maune Beiangia Faulkenbery, Architects, PA, February 18, 2000
Environmental Assessment for the project site, prepared by
Land Management Group, Inc., November 1996
• Letters, photographs and miscellaneous other supporting date.
RMC Check T23052 in the amount of S250.00 payable tc NCDE.NR
Dear Sir:
On behalf of our client Front Street Developers. LLC, we are submitting this Applicarron To Develop
In North Carolina's Coastal,=.rea and the supporting information it retiuires.
After you have had an opportunity to review this applicanen, and' Suoparing infon a6an, IT you have
any questions orneed. additional information, please contact us•at yoar'cairr�e.���c¢.
y rs very truly,
Rcbert M. CNie5 '-.,_ "C
`�� _ / jam' c,� • � h,
��lrcnae! L. R;c, . E�
ML:�:jr
Er
c!csures
ME-- i"ICAL CIVIL, AND MARINE: ENGINEERING SIAME HYOHOGRAPHIC AND LAND SURVEYS
C-MIAERC•AL INDUSTRIAL, MAAIHE AND RAILROAD FAC:LMES DESIGN aOUNDARY SURVEYS AND IAAPPING SERVICE
ORE4= ENGINEERING AND FASWRE ANALYSIS

f - ` �' _ d: i. 1...-f •1-.ai [' Kxi' FI..,! _ ^4 , S M '4
II -< �­NAR_RATIVEDESCRII'TION..OF FRONT STREET DEN rLOP.=RS,,LLC OLD , :
.r_r.;
_ HOLIDAY INN SITE DEVELOPNIE'NT_PROJECT, PHASE I.,�
A LETTER TO MR. JOHN 0. HAROLDSON DATED SEPTEMBER 22, ' 1999 -
FROM MR. NUCF-. kEL W. AVERY, AICP, DIRECTOR OF PLANNL�G AND
LNSPEC 1IONS FOR THE CITY OF N—EW BERN, NORTH CAROLE,q A
REGARDING TIC PROPOSED DEVELOPMENT ALONG THE NEUSE
RNER.
III SOIL. TEST BORLNG RECORDS PREPARED BY S&NIE, LNC, RALEIGI-I, NORTH
CAROLINA.
A TEST BORLNG RECORD B-1, DATED DRILLED-, 9-2-99
B TEST BORDI G R CORD B-2, DATED DRLLED: 9-2-99
D EX_CER" T f ROy1 A. ARTICLE DC, P " R T I. SECTION 15-1.: 7. Or T T�
- CODE OF ORDLNANCE,S FOR T'riE CITY OF �'�W B RN, NORTH CAROL
I-IIS t OR.Ca , aRC,-:EOLOCICAL Lti-LSTIGATIONS Or 1 rT CI 1 I Or NEW
BERN MOTOR 2, NN SI-1z, NEW BLRN, NORTx1 CAROL ,A, PRE, PPREED 3Y
GAR -ROW & ASSOCL-xTES, ATLA-NNTIA, GEORGIA, REVISED OCTOBER 1 1935.
CO -ALIT iORED BY PA _ � FCK TH. GARROti-v , PR�CIP.A' LN-VESTIGATOR, A_NL -
1.1, V. 10ScP11, F7-LD DR-C T OR.
V-1 LETTER TO NG, W.3. rLkRTVL^,N, NL� GER; CI T Y OF TEW BERG, D: _TLD
APRITL s. 2000 REPRESENTATti rOR rrt �ADJACENRIP �I ARLk� PROPERTti-
�. OVvNILR. 'HAND DELI LRED.
47 VE ARCST Ci uRa} RE.N`DER_ vNGS OF PROPOSED PRE? RED3 Y
NIAL�?v� BELAyGL�, F:'LiI N ERR`' C_T! j �C T S, PA yLW BE__N; NORT•a
CAROLLNA_ DATED TED HBRUrRY 15, 2000.
I a
� ..- I-' ..����. _.1 �LooRpL.aNs
VIE LL iTER TO �tR- P?. SIC . NI��LAL , P. r.; :�.SSIS T _� REC iON.aI ytiG1`'7=.R
r OR THF N 0 R T __ _ C;!R0Li- DEL :ljT _'v ti T OF.
IN' _rn. a K_a! R7__JOLRCES DI Si0�' or i -` \D R`.5�2- URCE5, LAl\i-D QL',; ' 11 Y.
SECTION Dr'-D NLARCI-- 23; 2000 FRONIROBER! NI. Cal! LS, P.E.,
REGAaDL'40 Tr,_: SUBtiQSSION O :�_N EROSION _NTD SEDDvEIN .Ak !ON
CONTROL PL A OR = RON S ET DEti ELOPERS; i .LC, OLD 10i= -.v L� N
SITE PROTCT, INTti u.S.P.S. DONLSTIC RETURN RECEEFT LNDICA G
tiL`RCI_ ?°. 2000 :''_S ;� Dr. _ OF DE� vERY.
RON7 sue; I]EVELaP-ZS. L.c ii R. AC 99093CAMA

IMI­99734 EIEVATM?t
=GM in: J PS aEFT)q-,- -do FED'
Tr UA-M OMIM 9-2--04; UTERLBEVEU _r
MMLM XEiHO'11, WA Sw ECRIA* Ric A ry
1-t —S 73�1 SailOes=ipticm
'Weeedz anC Loamy Soil
MeClUln CeT'Z2 to Very COSE
oe_brls, Wooc, and - nc S.-*Td
Locse Sr2y n e SANG - S,-Gr -::ay
A
Ocn.:P_ 7an :;ne ,L
sea- 571 on !ca�eins
Z
20' of amigers were tallidW'maintain an
-cpen t>0re=e and per�tratt,the in—pjac:e
zons tr TO,

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WATM LEVEU X
I
comtrucilan dabrLs_
CTUU MS-.. A 7Y
StanCard Peftetratic'n le-.&t Oata
S61 > %�
LU
Dense G(4y ?-aftiatl-f Camentil1 tc
Camentsd Szr%dz and Sr%eg Ffa7ment% -
SC -me Clay
c.=—vuereC ai 4v.
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apEn Dotenn ol2 and pee!r3te the in-niact
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DIT �J ED:' D-2=89 IA:ATrr-A LEYEL '3..
construction daoris. .
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l
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30 so
I Soil Oes=ipt]on w 1
TD;
lcznze bray pavdaay cemented to
ICzmL—.-tz:,d Sands and sheH Fragments -
Same CL3?
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FIGURE: 6
18118 Sanborn play,

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1
FIGURE9 •.
1924 Sanborri-rnaR.

STORMWATER MAINTENANCE PLAN 1. NARRATIVE
I GENERAL:
.. The stormwater collection system described herein and on the attached drawings is designed in
accordance with the requirements contained in the INC Department of Environment and Natural Resources,
Division of Water Quality, Water Quality Section's ,November 1995 booklet entitled "Stormwater Best
Management Practices". According to NCDE�IR, sand filters "have been demonstrated to be effective in
removing many of the common pollutants found in urban stormwater runoff, especially those found in
particulate form".
' Sand filters are constructed with two (2) basic components: a sediment chamber and a sand
chamber. The purpose of the sediment chamber is to reduce the amount of sediment that reaches the sand
chamber and to help ensure that the stormwater reaches the sand chamber as sheet flow. The purpose of
the sand chamber is to trap the finer sediment and sediment -bound pollutants, and to provide a media for
microbial removal of bacteria. (NCDENR Stormwater Best Management Practices", p. 26)
In addition to the basic components, a forebay has been included in the design for this project. The
purpose of the forebay is to Provide a means for intercepting floating debris, thus preventing its entry into
the sediment or sand chambers. This function and the inherent trapping of some sediment should work to
extend the time between required sediment chamber cleanings.
The following items will require a modification to the permit: transfer of ownership, project name
1 change, redesign or addition to the approved amount of bui#t-upon area, any revision to the approved plans,
or and further development of the project area. The Division of Water Quality may determine that other
reVision5 to the project reC,�ir�s a mGdiflCatiCn ic' the peri:cIL.
MAXIMUM ALLOWABLE IMPERVIOUS AREA
The maximum allowable impervious area for the entire area (3.42 ±- acres) is 85%. This is based
on the City of New Bern's Laird Use Ordinance, Section 15-389 (a)(4) which states, "Of developments of
three acres or more, 15% of the total lot area shall be planted". Maximum allowable impervious area for 85%
is as follows:
,
Total allowed Max. Impervious = 3.42 t ac., = 148,922 t sq. ft x .85 = 126,584 ± sq. ft.
1" RUNOFF VOLUME CALCULATIONJl�.��
Using the Simple Method as described by Schueler (1987)
3 !, 76
Rv = 0.05 f 0.009(i), 1 = 85% max.
= 0.05 + 0.009(85)
= 0.815
Volume = (Design Rainfall)(Rv)(Drainage Area)
_ (1")(1112 ftlin)(0.815)(3,42 ac)(43560 It'`tac)
=10,118cu. &
FRONT STREET DEVELOPERS. LLC 4 RMC No: 99093 SW

r STORMWATER MAINTENANCE PLAN
II. MAINTENANCE PLAN
Owner shall maintain the sand filter during the construction phase of the project and shall after
construction is completed maintain the sand filter for all routine and non -routine maintenance tasks. Owner
shall be responsible for the perpetual care of the sand filter.
A. CONSTRUCTION PHASE
The Owner shall ensure that aft sedimentation and erosion control devices are checked for
stability and proper operation no less than once every week during construction. All repairs
shall be made immediately and shall be in accordance with the approved Sedimentation
and Erosion Control plan.
i "Sand filters are to be used only for drainage areas that have been stabilized. Sediment
--T. suspended in runoff during construction could quickly clog the sand filter and render it
useless". (NCDENR Stonnwater Best Management Practices", p. 26) For this reason no
stormwater runoff is to be directed to the sand filter until after the surface being served has
been completed and the surrounding areas stabilized. Following parking lot completion,
catch basins and their associated drainage piping shall be inspected and cleaned of all
trash and debris and any damage repaired prior to being placed in service. Roof drains
shall remain capped until they can be connected to properly installed downspouts serving
as conduits for run-off generated by a finished roof. This will prevent construction debris
from entering the roof drain piping.
S. MAINTENANCE REQUIREMENTS
Owner shall maintain a file copy of the approved plans and specifications for a minimum
period of five (5) years following the date of the completion of construction.
Owner shall properly maintain and operate, or provide for the maintenance and operation
of the stormwater management system components at all times to assure the optimum
working order, performance and efficiency of the system. If there is a failure of this system
to perform satisfactorily, including the creation of nuisance conditions, the Owner shall take
—� corrective actions immediately, including those as may be required by the Division of Water
Quality such as the construction of additional or replacement stormwater management
systems.
i
Owner shall maintain records of maintenance activities that shall be available upon request,
p to authorized personnel of the Division of Water Quality. These records shall indicate the
t.
date, activity, the name of the Contractor performing the work and what actions were taken.
" ROUTINE MAINTENANCE
1. Regular_ Maintenance 'Regular maintenance is essential to the long-term
performance and durability of the sand fitter, as it is with all stormwater BMPs. At
least once a year each filter must be inspected after a storm to determine if the
�J` l filter bed is passing the runoff as expected. Depending mostly on the activities
j'- Y` occurring in the drainage area, most filters will show some decrease capacity for
filtration after a few years. Maintenance operations must be performed when
storms a approximately one inch are not passing through the filter within 24 hours.
Maintenance for sand filters consists of removing the first two or three inches of
discolored sand, and replacing this with new sand. The sand that has-been
removed would then be dewatered, if necessary, and then €andfilled. At the same
FRONT STREET DEVELOPERS, LLC
RMC No. 99093 SW

STORMWA T ER MAINTENANCE PLAN
t. NARRATIVE
time that maintenance is performed on the sand chamber, the sediment chamber
should also be pumped and cleaned. It is most likely that the sediment removed
from the first chamber will need to be dewatered before it is allowed to be dumped
at a landfill." (NCDENR Stormivater Best Management Practices", p, 26)
Inspections. The Owner shall inspect the sand filter after every flooding event and
at least:
Quarterly for (but not limited to) the following: trash or sediment accumulation in
the forebay and sediment chamber, especially around the decant device between
the €orebay and sediment chamber, for the condition of all catch basins, drainage
piping, and the concrete sand filter lids. Inspection of the concrete lids shall
included assessment for proper alignment, visible damage, and for presence and
condition of plugs over lifting lugs.
Note: The concrete lids will function as part of the proposed sidewalk. Any missing
plugs shail be replaced immediately since their absence creates a tripping hazard.
Semi-annually in addition to the quarterly requirements: for trash or debris
accumulation or vegetative growth on the filter media and after a storm to ensure
the structure operates in the manner originally intended.
Annuaiiy, in additicn to the semi-annual requirements, for the depth of discolored
sand in the sand &?amber, and for any obstructions at the river and of the Cutlet
pipes.
Inspections shall be carried out with "As -Built" plans. Additional inspections shall
be conducted during wet weather, or times of extreme weather to determine if the
sand filter is functioning properly.
Sediment Removal. The sediment removal/clean-out cycle for the forebay area
shall be performed as follows, or whichever comes first:
a. semi-annually, or
b. when sediment accumulation impairs water `low into the sediment
chamber.
The sediment removallclean-out cycle for the sediment chamber shall be performed
as follows, or whichever comes first:
whenever sediment accumulation averages 8 inches deep over the
entire chamber, or
whenever maintenance must be performed on the filter media.
Filter Media. A clean concrete sand meeting ASTM C-33 (0.02 to 0.04 inch size)
shall be used for the filter media. The sand chamber shall be filled with media to
an average consolidated depth of two (2) feet. By consolidated, methods such as
washing in or vibratory consolidation are implied, not to be confused with
mechanical compaction efforts used in typical backflling op&ations.
FRONT STREET DEVELOPERS, LLC 6 RMC No: 99093 SW

�• - STORMWATER MAINTENANCE PLAN
n
1
rr•p
a. p
It. MAINTENANCE PLAN
When the first two (2) to three (3) inches of sand has become discolored it shall
be removed and replaced with new sand. When an inspection discovers
vegetation growing on the sand, the affected areas shall be removed and replaced
with new sand. Replacement sand shall be of the same quality and gradation as
the original.
The Owner shall ensure that removed sediment and filter media is disposed of in
an appropriate manner and that it is handled in a manner that will not adversely
impact water quality (i.e. discharging into the river) and in accordance with all local,
state, and federal regulation.
5. Debris and Litter Removal. Debris and litter removal from the surface of the
parking lot shall be included as a part of the periodic site maintenance. Particular
attention shall be paid to any debris around the catch basins that may cause
clogging/obstructions. Any trash found shall be removed and disposed of properly
according the City, County, and State regulations.
6. Erosion Control. Protective measures shall be taken during any future disturbance
or development to avoid construction generated sediment from entering the
existing sand filter.
Sediment _Chamber Dewatering. Owner shall have a pump available that is
capable of draining the sediment chamber for maintenance activities or emergency
situations. If the chamber must be drained in an emergency or to perform
maintenance then the pump discharge shall be directed into the sand chamber to
provide a filtering effect and to prevent sedimentation of surrounding areas and
direct discharging of stormwater into the river.
NON -ROUTINE MAINTENANCE:
Structure Repairs and Replacement.
Owner shall replace any system component when damage or deterioration from
use or age causes it to fail and/or function improperly. Replacement shall be in
accordance with original plans and specifications.
CERTIFICATION COMPLIANCE:
Upon completion of the construction and prior to the operation of this Stormwater Management
System, the design Engineer shall submit to the Division of Water Quality a certification stating that the
permitted facility has been installed in accordance with the approved plans, specifications, and any
additional supporting documentation.
MAINTENANCE COST:
Owner shall be responsible for all annual costs associated with the maintenance (routine or
otherwise) and operation of the sand filter system as they occur throughout its existence.
FROM STREET DEVELOPERS, UC
RMC No: 99093 SW
i

STORMWATER MAINTENANCE PLAN
RESPONSIBLE PARTY:
II. MAINTENANCE PLAN
I acknowledge and agree by my signature below that Front Street Developers, LLC is responsible for: not
exceeding the maximum allowable impervious area draining into the Sand Filter, all maintenance
procedures listed above, and all incurred costs of construction and annual maintenance. I agree to notify
NCDENR Division of Water Quality of any problems with the system or prior to any changes to the system
or changes in the responsibility party.
Name of Owner/Responsible Party:
Address:
Phone Number:
FRONT STREET DEVELOPERS, LLC
P.O. Box 1169
New Bern, N. C. 28563
[phone]
Name & Title: JOHN O. HAROLDSON, OWNER
Signature: d
Date:
} �7
Notary Public:
a Notary Public for the State of
County of do hereby certify that
\�' rf��• �'���'�'=ate`.^�::cr�� personally
17 app red before me this ? day of QGc) J , 2000
and acknowledge the due execution of the forgoing wet detention
basin/stormwater system maintenance requireme(%t§v,,AMtPPss
my hand and official seal.
�lc� �-J,/LL4' � • ' SEAL I',
e
Notary PulAic
n a
a '
0C,°ter• •' t
e
My commission expires: �'� %-�=� •�1,,,_••°''•••. ' ''
a r` Tr Q U
FRONT STREET DEVELOPERS, LLC
RMC No: 99093 SW

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
h
MARINESURVEYORS
417•A BROAD ST,
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564.3496
November 1, 2000
Mr. William Moore
N.C. DENR
Division of Wafter Quality
943 Washington Square Mall
Washington, N. C. 27889
BUSINESS! 2 52.6 37-4 702
FAX: [phone]
rmeengrOCeonneol.net
1 N,P.v 3 2000
t
I ray. ,DVVQ _ "Ram.
Enclosures: 1. Sand filter calculations, 2 pages, revised.
2. Drawing; Front Street Developers, LLC, Revised Sandfilter Dimensions,
Prepared by Robert M. Chiles, P.E., November 1, 2000.
Ref: A. Booklet; Stormwater Best Management Practices, NCDENR Division of
Water Quality, Water Quality Section, November 1995.
Subject: Front Street Developers, LLC
Revised Stormwater Sand Filter Dimensions and Calculations
Dear Mr. Moore:
During our telephone conversation yesterday you advised our office that the
NCDENR design standard for the required surface area of sand filter chambers had
been changed. The 360 ft2 minimum surface area indicated on page 27 of Ref. A for
both the sediment chamber and the sand filter has been changed to require 360 ft2 of
surface area per acre of drainage area.
We have changed the dimensions of the project's sand filter to meet this new
standard. A copy of the revised calculations and a dimensioned cross section are
enclosed for your approval.
Should you require any additional information, please contact us at your earliest
convenience. With the expectation that this revision will result in approval of the
stormwater management plan for this project, we remain
Very truly yours,
ROBER� M. CHI ;E.
� � c
Michael L. Rice, E.I.
cc: Front Street Developers
Front Street Developers, LLC 99093Moore
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYOROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINEAND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

ROBERT M. CHILES, P.E.
417-A BROAD ST.
P. 0, BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
email: [e-mail]
FACSIMILE SHEET
TO: f �.c.Y•� // a �S
FAX NO:
FROM:
NO. OF PAGES (Including this Page)
DATE: //TIME: M
REMARKS:
BUSINESS: 252-637-4702
NIGHTS, 252-638-2346
FAX: [phone]
P.m.zw"�_
MECHANICAL, CIVIL, AND MARINE ENGR ESRING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL. MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

4.1' 3.9'
SAND SEDIMENT
CHAMBER CHAMBER
�... E L. 5, 50'
GRADE
4.33'
L 4"0 SLOTTED DRAIN PIPE,-'k��
FABRIC WRAPPED
4-0 CORRUGATED PLASTIC PIPE, OUTLET INVERT 2.0*
SECTION A -A
309.33
I III I fit,
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SEAL
• -0 �i 1
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SHEET 1 OF 1
RONT STREET DEVELOPERS, LU
REVISED SANDFILTER DIMENSIONS
FOR
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
ID,XNOVEMBER 1, 2000 ROBERT M. CHILES, P.E.
99093 AND C0NSATANTS
SCAth 1 OT TO SCALE Q �
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a

61..41414:'-If,
,�R •�"nV � i'� �r�I�
�j��l�{faUl�1'•

ROBERT M. CHILES, P.E.
Engineers & Consultants
DRAINAGE AREA
ENTIRE SITE
Existing impervious area on site
Existing pervious area on site
Off -site area entering project area
PHASE 1 PROJECT AREA
ENTIRE SITE AFTER PHASE 1
Resulting impervious
Resulting previous
Net gain impervious_
Net loss pervious
DESIGN REQUIREMENTS:
3.42 ± acres = 148,922 t sq ft
78,110 t sq ft
70,812 t sq ft
0 sq ft
49,925 t sq ft
3.42 t acres = 148,922 ± sq ft
85,813 f sq ft
63,109 t sq ft
7,703 t sq ft
7,703 t sq ft
SEDIMENT CHAMBER:
VOLUME
Required (540 ft3/acre) x (3.42 acres) = 1,847 ft'
Provided [(300 ft x 3.9 ft) + (7.33 ft x 8.67 ft)] x 2.67 ft = 3,294 ft3 (chamber + forebay)
DEPTH
Required Minimum
Provided
SURFACE AREA
Required Minimum
Provided
SAND CHAMBER:
18 in.
24 in. (to weir), 32 in. (to top of chamber)
360 ft'7/ac x 3,42 ac = 1230 ft2
300 ft x 3.9 ft + 7.33 ft x 8.67 ft = 1234 ft2
FILTER MEDIA SHALL BE CLEAN CONCRETE SAND MEETING ASTM C-33.
VOLUME
Required (540 ft3lacre) x (3.42 acres) = 1,847 ft-1 (chamber)
Provided 300 ft x 4.1 ft x 2.67 ft= 3,284 W
DEPTH (FILTER MEDIA)
Required Minimum
Provided
SURFACE AREA
Required Minimum
Provided
18 in.
24 in.
360 ft2lac x 3.42 ac = 1230 ft2
300 ft x 4.1 ft = 1230 ft2
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FRONT STREET DEVELOPERS, LLC SndF1trCa1csRev 1

FILTER MEDIA CALCULATIONS:
FLOW TO DRAIN IN IDEAL SECTION
(VOID WITHIN LAYER OF SAND)
FLOW TO DRAIN IN ACTUAL SECTION
(PIPE AT IMPERVIOUS BOTTOM)
Water t
Water 4F t
Sand
Sand d
d
SOLUTION r
w a
FOR IDEAL
Impervious bottom
SECTION Q = 27ck(t + d -s) / (In 2d/rd), where
Q = flow
k = C(Ds0)z
k = soil permeability
D10 = 0.2 mm
t = depth of ponded water = 8" = 0,67'
C = 1
d = depth of drain = 24" = 2'
s = water depth above outlet = 0
k = 1 (0.2) = 0.04 cm/sec
In = natural logorithm
k = 0. 00 131 ft/sec
rd = radius of drain = 2" = 0.167'
Q = 2,r(0.00131)(0.67 + 2)/(In[(2[2])/0.167)
Q = 0.00692 ft=lsec per unit length (foot) of drain
Q into the entire 300 ft. of drain
= (0.00692)(300) = 2.076 ft'/sec
Q per square foot of filter media surface area
= (2.076 €t'/sec) / (1230 ft2) = 0.00169 ft/sec
= (0.00169 ft/sec)(7.48 gal/ft') = 0.0126 gal/sec/W
= (0.0126 gal/sec/ft2)(60sec/min) = 0.756 gallmin/ft2
SOLUTION FOR ACTUAL SECTION
Reduction factor 0.5, to account for perforated pipe
Q = (0.756)(0.5) = 0.38 gal/min/ft2
Reduction factor 0.7-0.9, to account for impervious bottom of filter housing.
Q = (0.38)(0.7) = 0.27 gallmin/ffl
DRAW DOWN TIME FOR RUNOFF PRODUCED BY 1" RAINFALL (10,118 ft')
[ (10,118 ft')(7.48 gal/ft') ] / [ (0.27 gal/min/ft2)(1230 ft2)(60 min/hr) ] = 3.8 hours
AH CAROZ�,y'%
���•OSS/.p ••�'�
i 4� do
= S SEA
= 025 66 •
z
;d �r
=, ,% ! FN
,�1/1111i11111
FRONT STREET DEVELOPERS, LLC SndFltrCalcsRevl

NCDENK
May 17, 2000
.TAMES B. HUNT
JR.
GOVERNOR
s
MEMORANDUM:
,;
t�
91LL'HOLMAN
..
TO:
SECRETARY
FROM:
DONNA D. MOFFITr
DIRECTOR
. •-'
L`
�f.
SUBJECT:
Applicant:
Project Location:
j�- Proposed Proj ect:
s;x::re
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DlvisION OF COASTAL MANAGEMENT
Mr. Kerr T. Stevens, Director
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
1�
[_M AY 2 2 2000
WASHINGTON REGIONAL OFFICE
DY40
CAMA/DREDGE & FILL Permit Application Review
Front Street Developers, LLC, c/o Robert Chiles, P.E.
Craven County, adjacent the Neuse River along the 300 block of East
Front Street in downtown New Bern.
Proposes to install a commercial 9 slip dock, a fuel dock, 20 mooring
pilings, five 6' X 40' finger piers, a 735' X 6' access way; construct
a restaurant, a retail shop, concrete sidewalk and a parking area.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by June 7, 2000. If you have any questions regarding the proposed project, please
contact M. Scott Jones 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.
II•
iir l T
MOREHEAD CITY OFFICE
HESYRON PLAZA II, 151-B HIGHWAY 24, MOREHEAD CITY NC 28557
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 1 Oq POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Front Street Developers, LLC c/o Mr. Robert Chiles, P.E.
P.O. Box 3496
New Bern, NC 28564-3496
2. LOCATION OF PROJECT SITE: Adjacent to the Neuse River along the 300 block of East Front
Street in downtown New Bern, Craven County.
Photo Index - 1989: 3-128-16 014-015, P14-1`16 1995: 72-804 05, P4-P6, Q4-Q5
State Plane Coordinates - X: 2,587,700 Y: 499,700
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - July 29, 1999, & April 7, 2000
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Receiver] - April 10, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -City of New Bern
Land Classification From LUP - Developed
(B) AEC(s) Involved: PT, EW, ES
m Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - City of New Bern Treatment Works
Planned - City of New Bern Treatment Works
(F) Type of Structures: Existing -Varied groundcover including, grass, dirt, concrete, asphalt,
and compacted gravel. Service station (no fuel distribution).
Planned - Nine slip dock, fuel dock, finger piers, access walkway,
restaurant, retail space/building, concrete sidewalk and parking
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
Estuarine & Public Trust Waters of
42,000 ft.'
the Neuse River
usurpo by docks
m Other
18,000 ft.2
Estuarine Shoreline High Ground
(D) Total Area Disturbed: 60,000 ft.'
(E) Primary Nursery Area: No
(F) Water Classification: SC SW NSW Open: No

FIELD INVESTIGATION REPORT:
Front Street Developers, LLC
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to install a commercial 9 slip dock, a fuel dock, 20
mooring pilings, five 6 ft. X 40 ft. finger piers, a 735 ft, X 6 ft. access way; construct a restaurant, a
retail shop, concrete sidewalk and a parking area.
9. NARRATIVE DESCRIPTION:
Project Setting
The applicant owns a 3.42 acre tract adjacent to the Neuse River along the 300 block of East Front Street in
downtown New Bern, Craven County. The site formerly contained the New Bern Holiday Inn and an
automobile service station. The motel, which featured a waterward facing restaurant, was razed over a
period of several years with the final section being removed in 1998. The service station ceased operation in
1998 and except for gas pump removal is still intact. The service station building and grounds are currently
an active commercial rental property. Existing ground cover on the tract include a combination of grass,
dirt, compacted gravel, asphalt, and concrete. The waterfront is bulkheaded along its entire length
(approximately 750 ft.) with steel sheet pile and concrete cap. The remains of an old dock structure are still
present immediately waterward of the bulkhead and is scheduled to be removed. The site is bordered on the
west by East Front Street, on the south by Pollock Street, and on the north by a grassed parcel which
contains a sewer lift station owned by the City of New Bern. The site is approximately 4.5 ft. in elevation.
Water depths immediately offshore fall from -3.0 ft. to -10 ft. rapidly. The Neuse River in this area is
classified as SC SW NSW and is not a primary nursery area. The river is over 5200 ft. wide at this location.
All proposed development is greater than 170 ft. from the near edge of the federally maintained channel.
Project Description
The applicant proposes to remove the old dock structure and construct a 9 slip dock with fuel dock. The
dock structure will include five 6 ft. X 40 ft. finger piers, 20 mooring pilings, and a 6 ft. X 735 ft. access
way which will run parallel to shoreline the entire length -of the waterfront. Fuel storage will occur on high
ground along the Pollock Street side of the property. On high ground a 28 ft. X 35 ft. retail space is
proposed which will act as a contact point for dock related services and souvenir gift shop. The restaurant
will be constructed on an existing 64 ft. wide jetty which extends roughly 130 ft. out into the river. It will
provide full service dining for 100 guests and offer scenic views of the river through windows on the north,
east, and south walls of the dining rooms. Outdoor seating will be provided on decking built above the jetty.
A public bar will be situated over the restaurant and seat 34 guests. A 33 space parking lot west of the retail
shop along Pollock Street will serve as the primary vehicular access for the site.
Currently impervious coverage on the site has been calculated at 63.1 %. The aforementioned development
constitutes a 7,703 ft.' increase, of which 5,243 ft.2 is from new buildings and 2460 ft.2 is from the sidewalk.
In addition the graded/filled areas on high ground only account for approximately 1.15 acres of the entire
site. In an effort to alleviate any stormwater runoff issues generated by this project and any future
development on the rest of the tract, the applicant has submitted a stormwater management plan to the NC
Division of Water Quality that will address the entire site. This plan was submitted for approval on March
29, 2000. Likewise a Sedimentation Erosion Control Plan was submitted for approval to the NC Division of
Land Resources on the same day. At this time development for the remaining 2.25 acres has not been
proposed.

FIELD INVESTIGATION REPORT:
Front Street Developers, LLC
PAGE #3
Anticipated Impacts
Approximately 42,000 ft.z of Estuarine Waters and Public Trust Waters would be usurped by the placement
of the proposed docking structures. Additionally some 18,000 ft.Z of high round within the Estuarine
Shoreline would be graded, filled or built upon. Minor, short-term increases in turbidity wou14 be expected
during the installation of the proposed docking structure. Relatively deep water combined with the 170 ft.
setback from the existing channel would minimize impacts to the boating public in an already heavily
trafficked area of the Neuse River. The stormwater management plan utilizes a sand filter underneath the
concrete sidewalk thus eliminating any additional outfalls to surface waters.
Scott Jones
DCM - Morehead City Field Office
May 16, 2000

C.A.NI.A. NIAJOR PERMIT APPLICATION
NCDENR FORIMS DCM-MP-1, 3 &- 4
submitted for
FRONT STREET DEVELOPERS, LLC
by
ROBERT -M. CHILES, P.E.

INDEX
1. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF COASTAL NLANAGEMENT FORMS:
DCM-MP 1, APPLICATION FOR PERMIT TO DEVELOP IN NORTH CAROLINA'S
COASTAL ARE.
II DCM-MP3, UPLAND DEVELOPMENT
III DCM-MP4, STRUCTURES
IV APPLICABLE DEEDS INDICATING OWNERSHIP OF PROPERTY AFFECTED BY
THE PROPOSED PROJECT.
A CRAVEN COUNTY REGISTER OF DEEDS BOOK 1488, PAGE 460
B CRAVEN COUNTY REGISTER OF DEEDS BOOK 1679, PAGE 976
V LETTER FROM MR. JOHN 0. HAROLDSON DATED APRIL 6, 2000 NAMING
ROBERT M. CHILES, P.E. AS HIS AUTHORIZED AGENT FOR THE PURPOSE OF
THIS APPLICATION.
2. APPENDLY
LOCATION MAP, COPY OF NOAA CHART AND PROJECT DRAWINGS
A FRONT STREET DEVELOPERS, LLC, LOCATION MAP AND WRITTEN
DIRECTIONS TO THE OLD HOLIDAY INN SITE, PREPARED BY ROBERT
M. CHILES, P.E., DATED MARCH 31, 2600.
B PORTION OF NOAA CHART 11552, 17m EDITION, DATED OCTOBER 31,
1992.
C FRONT STREET DEVELOPERS, LLC, OLD HOLIDAY INN SITE PLANS,
PREPARED BY ROBERT M. CHILES, P.E., DATED MARCH 31, 2000.
(1) SHEET 1 OF 6, EXISTING CONDITIONS
(2) SHEET 2 OF 6, PHASE 1 DEVELOPMENT PLAN
(3) SHEET 3 OF 6, BUILDING PLACEMENT PLAN
(4) SHEET 4 OF 6, DOCK AND MOORING PLAN
(5) SHEET 5 OF 6, FINGER PIER PLAN AND PROFILE VIEWS
(6) SHEET 6 OF 6, HYDROGRAPH AND CHANNEL LOCATION
FRONT STREET DEVELOPERS, LLC 1 RMC 99093CAMA

H NARRATIVE DESCRIPTION OF FRONT STREET DEVELOPERS, LLC OLD
HOLIDAY INN SITE DEVELOPMENT PROJECT, PHASE 1.
A LETTER TO MR. JOHN 0. HAROLDSON DATED SEPTEMBER 22, 1999
FROM MR. MICHAEL W. AVERY, AICP, DIRECTOR OF PLANNING AND
INSPECTIONS FOR THE CITY OF NEW BERN, NORTH CAROLINA
REGARDING THE PROPOSED DEVELOPMENT ALONG THE NEUSE
III SOIL TEST BORING RECORDS PREPARED BY S&ME, INC, RALEIGH, NORTH
CAROLINA.
A TEST BORING RECORD B-1, DATED DRILLED: 9-2-99
B TEST BORING RECORD B-2, DATED DRILLED: 9-2-99
IV EXCERPT FROM APPENDIX A, ARTICLE IX, PART I, SECTION 15-137, OF THE
- CODE OF ORDINANCES FOR THE CITY OF NEW BERN, NORTH CAROLINA,
V HISTORICAL AND ARCHEOLOGICAL INVESTIGATIONS OF THE CITY OF NEW
BERN MOTOR INN SITE, NEW BERN, NORTH CAROLINA, PREPARED BY
GARROW & ASSOCIATES, ATLANTA, GEORGIA, REVISED OCTOBER 14, 1985,
CO-AUTHORED BY PATRICK H. GARROW, PRINCIPAL INVESTIGATOR, AND
J.W. JOSEPH, FIELD DIRECTOR.
VI LETTER TO MR. W.B. HARTMAN, MANAGER, CITY OF NEW BERN, DATED
APRIL 4, 2000, REPRESENTATIVE FOR THE ADJACENT RIPARIAN PROPERTY
OWNER, HAND DELIVERED.
VII ARCHITECTURAL RENDERINGS OF PROPOSED RESTAURANT, PREPARED BY
MAUNE BELANGIA FAULKENBERRY ARCHITECTS, PA, NEW BERN, NORTH
CAROLINA, DATED FEBRUARY 15, 2000.
A SHEET AI, FLOOR PLANS
B SHEET A2, SECTION AND ELEVATION
VIE LETTER TO MR. PATRICK H. McCLAIN, P.E., ASSISTANT REGIONAL ENGINEER
FOR THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL. RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION DATED MARCH 28, 2000 FROM ROBERT M. CHILES, P.E.,
REGARDING THE SUBMISSION OF AN EROSION AND SEDIMENTATION
CONTROL PLAN FOR FRONT STREET DEVELOPERS, LLC, OLD HOLIDAY INN
SITE PROJECT, WITH U.S.P.S. DOMESTIC RETURN RECEIPT INDICATING
MARCH 29, 2000 AS THE DATE OF DELIVERY.
FRONT STREET DEVELOPERS, LLC II RMC 99093OAMA

IX LETTER TO MR. JIM MULLIGAN, REGIONAL SUPERVISOR FOR THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF WATER QUALITY DATED MARCH 28, 2000 FROM ROBERT M.
CHILES, P.E., REGARDING THE SUBMISSION OF A STORMWATER
MANAGEMENT PERMIT APPLICATION FOR THE FRONT STREET
DEVELOPERS, LLC, OLD HOLIDAY INN SITE PROTECT, WITH U.S.P.S.
DOMESTIC RETURN RECEIPT INDICATING MARCH 29, 2000 AS THE DATE OF
DELIVERY.
X ENVIRONMENTAL ASSESSMENT, MARINA AND RESTAURANT PROJECT,
FRONT STREET DEVELOPERS, LLC, NEUSE RIVER, CRAVEN COUNTY, NORTH
CAROLINA, DATED NOVEMBER, 1996, PREPARED BY LAND MANAGEMENT
GROUP, INC., ENVIRONMENTAL CONSULTANTS, WILMINGTON, NORTH
CAROLINA.
XI PHOTOGRAPHS DEPICTING THE EXISTING CONDITIONS AT THE PROJECT
SITE, TAKEN APRIL 4, 2000 BY NHCHAEL L. RICE, E.I., OF ROBERT M. CHILES,
P.E., NEW BERN, NORTH CAROLINA.
FRONT STREET DEVELOPERS, LLC .. lli RMC 99093C AMA

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Front Street Developers, LLC
Address P . 0. Sox 1169
City New Bern State NC
Zip 28560 Day phone [phone]
Fax
b. Authorized Agent:
Name Robert M. Chiles, P.E.
Address P. 0.8ox 3496
City New Bern
State NC
Zip 28564 Day Phone 252 _637-4702
Fax [phone]
c. Project name (if any)
Front Street Developers, LLC
NOTE: Permit wiU be issued in name of lmdowner(t), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
b. City, town, community or Iandmark
City of New Bern
c. Street address or secondary road number
300 Block of East Front St
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creels, sound, bay) Neuse River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Restaurant. pier & mooring dolphins,
Excavation for the purpose of_constructine
a starmwater management sand filter
SEE APPENDIX ITEM I
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? Commercial
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.
SEE APPENDIX ITEM II
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
3.42± Acres
b. Size of individual Iot(s) 3.42* Acres
c. Approximate elevation of tract above MHW or
NWL 4.5±
d. Soil e s and texture(s) of tract
SE Ala ENDIX ITEM III
e. Vegetation on tract
f. Man-made features now on tract Concrete bulkhead
concrete, asphalt & stone parking areas,
and service station
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land mie plan.)
Conservation
X Developed
Rural
Transitional
Community
Other
h. How is the tract zoned -by local government?
C-2 commercial waterfront district
SEE APPENDIX IV
i. Is the proposed project consistent with the applicable
zoning? x_ Yes No
(Attach zoning compliance cerrificrue, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? Garrow & Associates, Inc.
SEE APPENDIX ITEM V
k. Is the project located in a National Registered
Historic bistrict or does it involve a National
Register listed or eligible property?
X Yes No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) . Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
Municipal sewer
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff and stormwatdr management
sand filter discharge
o. Describe existing drinking water supply source.
Muniripa7 water
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with 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 worst plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an S I/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 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
Revised 03/95

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.
City of New Bern
Name — Mr; W- $. HartMafl, _Manager_
Address P . 0. Box 1129 . New Bern, NC 28563
Phone [phone]
SEE APPENDIX ITEM VI
Name
Address
Phone
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.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the casts of processing the
application.
• A signed ,AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of 1$�Ooo
Print Name
Signature
or AuihoriZrd Agew
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
X DCM MP-3
Upland Development
X DCM W-4
Structures information
DCM MP-5
Bridges and Culverts
DCM M9-6
Marina Development
NOTE. Please sign and dare each attachment in the
space provided at the bottom of each form.
Revised 03195

Dorm i)UA1-A1Y-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h
Permit, Form DCM-MP-1. 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 2 buildings; 1 restaurant,
1 retail space (Bait Shop, Dock office,etc.) i
See Appendix Item VI
b. Number of lots or parcels 1
c. Density (give the number of residential units and the
units per acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.15 Acres
(Phase 1)
e. 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 3-28--00
See Appendix Item VIII
f. List the materials (such as marl, paver stone,
as halt, or concrete) to be used for paved surfaces.
Concrete and asphalt
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?
X Yes No
If yes, date submitted 3-28•-CU
See Appendix'Item IX
Describe proposed method of sewage disposal.
Muhiciaal Sewer
j. Have the facilities described in Item i. above
received state or local approval? _yes _
(Atmch 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).
Surface runoff, and stormwater
management sand filter discharge
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public System
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Front Street Developers, LLC
g. Give the percentage of the tract within 75 feet of Appl. or Cl:' ect2
MHW or NWL; or within 575 feet in the case of an
Outstanding Resource Water, to be covered by s' cure
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for Date
vehicular driveways or parking. *
*75' AEC ccntairs 44663+/- s.f., or +/- S.F. is exist'iN im�JS. Phase 1 construction proposes
an impervious irx:rease of 7103+/- S.F., of which 5243+/- S.F. is from new b rildinr and 2460+/- S.F. is from
Revised 03195a side�,alk covered sand falter.

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1)
X Commercial _Community — Private
(2)
Number - 1
(3)
Length 7351.t total
(4)
Width 6'
(5)
Finger Piers X Yes No
(i) Number 5
(ii) Length 40' *
(iii) Width 6'
(6)
Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width.
(7)
Number of slips proposed 9
(8)
Proximity of structure to adjacent riparian
property lines 15'
(9)
Width of water body 5 , 200' ±
(10)
Water depth at waterward end of pier at
MLW or NWL 6' ±
b. Boathouse
(including covered lifts) N/A
(1)
Commercial Private
(2)
Length
(3)
Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) _ Commercial _Community — Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) X Commercial _Community _ Private
(2) Number 20 mooring pilings
(3) Length
(4) Width
g. Other (Give complete description)
_FRONT STREET DEVELOPERS, LLC
App6 t r Project N4`�� -
S'
c�0 0 0
Date
Revised 03195

$1 50. 00
Tax Lot No ......................................
Verified by ......................................
by....................................................
Real Estate
Excise Tax
;30
................................................. Parcel Identifier No. .................. ..... _... ............ ............ ...................
..
.... County on the ................ day of ......................................................... I9...........
Mail after recording to C. H. POPE, JR................................................
This instrument was prepared by ...... .WILLIAM H. HOLLOWS ......... ........... _ ..... ....
..-- - .-
Brief description for the Index
NORTH CAROLING. GENERAL WARRANTY DEED
THIS DEED made this _. �..... day of .....,.. 19 95 by and between
GRANTOR GRANTEE
RALPH H. DECKELBAUM and wife, VERA M.
DECKELBAUM, RALPH H. DECKELBAUM, Trustee under FRONT STREET DEVELOPERS, LLC
that Agreement recorded in Book 617 at Page
145 and modified in Book 681 at Page 529 of
the Craven County Registry, NB ASSOCIATES,
a General Partnership, and HOLIDAY INN OF
NEW BERM, a General Partnership
Enter In appropriate block for each party; name. address, and, if appropriate, character of entity, e.q. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by contest.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of .......New Bern ....... ....I .............. ...Number..Eight....... .,...... Township.
Craven County, North Carolina and more particularly described as follows:
See EXHIBIT "A" attached hereto.
M

M .l
v v I U L
f 1
Ie property. hereinabove describedwas;scquired'by?Granto by
y instrument recorded in:....:........................................................
map showing the above described property is recorded in Plat Book .................................... page .........................
? HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
e Grantee in fee simple.
Id the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
e same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
fend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
tie to the property hereinabove described is subject to the following exceptions:
Rights of others in the waters of the Neuse River and lands thereunder.
Easement recorded in Book 621 at Page 320 of the Craven County Registry.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this Instrument to be signed In Its
rporate name by Its duly authorized officers and its seal to be hereunto affixed by authority of its Hoard of Directors, the day and year first
ove written.
SEE SIGNATURE PAGE _ (s$AL)
(Corporate Name) r�
z
C
4
----------'------------`-------------------------------------(SEAL)
- __-----__ _President
'TEST: U
---------------------------------------------------- --------(SEAL)
--------------------------'---------------------------------
-____________________-___-Secretary (Corporate Seal) U2
` "" ---(SEAL)
SEAL -STAMP NORTII CAROLINA._________________ _____County.
1, a Notary Public of the County and State aforesaid, ceretfY that ------------------------------------------
c
x---------------------------------------------------------------- --- Grantor,
u
A
yq personally appeared before me this day and acknowledged the execution of the foregoing Instrument. Witness my
V '
a hand and official stamp or seal, this -------- day of ----------------------------------------- 19__-__.
Mycommission expires: ______________________________ ---- Notary Public
SEAL -STAMP NORTIi CAROLINA--------------------------- -------- County.
1, a Notary Public of the County and State aforesaid, certify that _________________ ____- __------___,
d personally came before me this day and acknowledged that --_- he Is --------------------------- Secretary of
q
yX------------------------------------------------------- a North Carolina corporation, and that by authority duly
V
given and as the act of the corporation, the foregoing Instrument was signed In its name by Its ---------------
N President, sealed with Its corporate seal and attested by ----------- as its ___________________________ Secretary.
Witness my hand and official stamp or seal, this -------day of ------------------------ I9---
My commission expires: ___________________ - Notary rublle
r foregoing Certlflcate(s) of - -- -----------------------------^--------------------------__-----------------------
-------------------------------------------------------------------------------------------------------------------------------------------
re certified to be correct This instrument and this certificate are duly registered at the data and time and in the Hook and Page shown on the
Page hereof.
-------------------------------------------------------- -_REGISTER OF DEEDS FOR --------------- QMU11------------ COUNTY
.--------------------------------- _-__-_____-DenulY/Assistant - Reelster nr n--e-

EXHIBIT "A"
Beginning at a point in the eastern right of way line of East Front
Street, said point being the northwest corner of the tract
described in the deed recorded. in Book 725 at Page 31 of the Craven
County Registry, THENCE from said point of beginning so located
North 09 degrees 08 minutes 00 seconds East 233.47 feet to a point;
thence North 34 degrees 54 minutes 00 seconds East 82.10 feet to a
point; thence South 80 degrees 57 minutes 00 seconds East 504.9
feet to a point in the Neuse River; thence South 10 degrees 16
minutes 00 seconds West 432.45 feet to a point; thence North 80
degrees 57 minutes 00 seconds west 460.15 feet to a paint; thence
North 09 degrees 08 minutes 00 seconds East 125.00 feet to a point;
thence North 80 degrees 57 minutes 00 seconds West 72.00 feet to
the point of beginning, containing 5.09 acres, more or less, in
accordance with a survey by Robert M. Chiles, P.E., dated January
12,-..1994, reference to which is hereby made.
My Commission Expires:
p 3
Notary Pub1�.c
{SQL LytM COMR
r4OTARy pUBLr, STATE
OF Marti+ 2 �N
MY Commission E1 r

A81+1.y88 PcyG3(SEAL)
dLP"HH.
VERA M. DECKELBAUM
:-W — (S EAL )
PH H. DECKELBAUM - TRUSTEE
HOLIDAY INN OF NEW BERN, (SEAL)
a General Partn hip
BY: -SEAL
RALPH DECKELBAUM
NB ASSOCIATES, a Gene1ral Partnership
i
BY.
RALPH H. DECKELBAUM
STATE OF MARYLAND
COUNTY OF /YjplVi�n�G�2y
I, 6eeJL _ iii/I� C'vST�� - , a Notary Public in and for
said County and State do hereby certify that Ralph H. Deckelbaum
and wife, Vera M. Deckelbaum, personally appeared before me this
day and acknowledged the due execution of the foregoing instrument.
Witness my hand and notarial seal this ��' day of
, 1995.
My Comrilf�3,sion Expires:
v
STATE OF MARYLAND
COUNTY OF /Y1"MonfEW
Notary Public
CAROL LYNN COSTER
NOTARY PUBLIC STATE OF MARYLAND
My Commission Expires March 28, 1999
I, pL "AlCq,3= , a Notary Public in and• for
said County and 8tate do hereby certify that Ralph H. Deckelbaum,
Trustee, personally appeared before me this day and acknowledged
the due execution of the foregoing instrument.
Witness my hand and notarial seal this %�� day of
1995.
CARD! IYNN COSTER Notary Public
NOTARY PUBLIC STATE OF MARYLAND
MV Commission Expires: A. r___:..:__ �.__ ___ nj___z nn 10r
(SEAL)
(SEAL)

t
J-
02/19/1449
CRAVEN COUNTY -+� •� D (� U' 7
$200.00
OTATt r, 5'mk
O0 pNA .:, . Heal Estate
Excise Tax I u•'� ? 7
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
THIS DEED, made and entered into this the 19th day of
February 1999, by and between KILLIAM T. FORREST, parties of
the first part; and HAROLDSON PROPERTIES, LLC, a North` Carolina
f
limited liability company, having an address of p. ().__Box •1169,
New Bern, NC 28563 party of the second part;
l
W I T N E S S E T H
That the parties of the first part in consideration of
the sum of Ten Dollars ($10.00) and other good and valuable
considerations to said parties paid by the party of the second
4.
part, the receipt of which hereby.is acknowledged, have bargained
and sold and -by these presents do bargain, sell and convey unto the
party 'of the second part, said party's successors and assigns, the
following described property, to wit:
All that certain tract or parcel of land lying
and being situate in Number Eight Township,
Craven County, North Carolina and being more
particularly described as follows:.
Beginning at a point marking the intersection
of the' northern right of way line of Pollock
Street and the eastern right of way line of
East Front Street in the City of New Bern and
running from this point of beginning so
located North 090 08' East 125 feet to a stake
marking a. line of. Front ' Street Developers;-
LLC; thence along and with .the lines of Front
Street Developers,- LLC the- following two
courses and distances: South 80 57' East
72 feet and South 09' 08' West 125 feet to a
stake in the northern right of way line of
Pollack* Street; thence along -and with the
northern; right of way line of Pollock Street
North 80' 57' West 72 feet -.to the point of
beginning.
The aforesaid property is' -.the same property
described by deed recorded in Book 932,
1

Face
0977
Page 57., and devised to William T. Forrest by
Will filed in File'87E279.
TO HAVE AND TO HOLD said property and all privileges and
a ppurtenances-thereunto belonging to the party -of the second part,
i.!said party's.successors.and assigns forever..
' And the parties of the :first part do covenant that said
parties -.are seized of said property in fee and have the right to
convey -,same in fee simple; that the same is free .'from encumbrances'.
except any encumbrances or .restrictions mentioned above and that
said parties will warrant and defend the title to the same against
the lawful claims of all persons whd p oever.
IN .TESTIMONY WHEREOF, the party of the first part has set
said party's hand imereto:and has adopted as said party's seal the
W
typewritten word "SEAL" appearing beside said party's name, this
the day and year first above written.
4
e
rti t�C ['tit t L' (SEAL).
William T. Forrest
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
I, Deborah D. Travis' , a Notary
Public in and for said County and State, do hereby certify that.
WILLIAM T. FORREST personally appeared before me this day and
acknowledged.the due execution of the foregoing instrument.
WITNESS my hand and,notarial seal, this the 19th day of
February 1999.
O` ""°'• Notary` Public
My Commission_zes•.
.0
10/22/1999 .... U
r. 2 .

MEMORANDUM:
FROM: Mr. John Haroldson, Manager
Front Street Developers, LLC
P. 0. Box 1169
New Bern, N. C. 28563
TO: Mr. Robert M. Chiles, P.E., Owner
Robert M. Chiles, P.E.
Engineers, Consultants and Marine Surveyors
P. 0. Box 3496
New Bern, North Carolina 28564-3496
RE: Assignment of right to act as Authorizing Agent for Old Holiday Inn Site Project,
300 Block East Front Street, New Bern, North Carolina, Craven County, N. C.
TO WHOM IT MAY CONCERN:
By my signature below, 1, JOHN 0. HAROLDSON, aurhorize Robert M. Chiles, P.E. to act as the
agent representing Front Street Developers, LLC for the purpose of completing and submitting the North
Carolina Department of Environment and Natural Resources, Division of Coastal Management Application
for Permit to Develop in North Carolina's Coastal Area, and supporting documents.
This authorization is effective on the date signed.
&
JOHN 0. HAROLDSON
CRAVEN COUNTY
NORTH CARD NA
J
I, C,J _/1 _ Notary Public for the aforesaid County and Wte do hereby
certify that Jot 0. Haroldson perso Ny appeared before me this _ day of
2000 and that he acknowledged the execution of /the foregoing instrument.
Witness my hand and notarial seal this Co day of o_� , 2000.
♦�a'$d
NOTARY PUBLIC
1�
:
My commission expires: Si a 03 � .o Puss lC.�
�.
•G o
��oov✓CPS CL say

CfV fNrfu Nrrn
ALDERMAN
JULIUS C. PARHAM. JR.
ROBERT G. RAYNOR, JR.
MACK L'MkV FREEZE
JOSEPH E. MATTINGLY. JR
BARSARA LEE
WILJJAM H. SALIENGER
Suuf4rrn Suryrisr,
FOUNOED1710
PHONE: [phone] P.O. BOX 1129
Cdeiu Pan, N. & 28563-1129
September 22, 1999.
John Haroldson
Post Office Box 1169
New Bern, North Carolina 28563
Subject: Proposed Development along Neuse River
Dear John:
TOM BAYLISS. III
MAYOR
WALTER B. HARTMAN. JR
CITY MANAGER
VICKIE H. JCHNSON
CITY CLERK
MARY A. BRATCHER
CITY TREASURER
I am writing in response to our discussion on the proposed development of a small peninsula of
land you -own at the old Holiday Inn site. We discussed your plans for the construction of a
combination restaurant./office building and the provision of pedestrian access along the river. You
asked for a statement as to the compatibility of your plans with those of the City. y
Following our discussion, Annette Stone, City Planner and I visited the site and reviewed
historical documents pertaining to development along the City's waterfront. We found photographic
and other information addressing the character of waterfront development during the late 1800's and
early 1900's. In John E. Green, III's book entitled A New Bern Albzan, he states, "New Bern has
always presented its most interesting face to the broad waters or the Neuse and Trent." We also
reviewed the City's Historic District Guidelines and other documents such as the Lrban Desr,n Plan
and the City's CA.,VL? Land Use Plan. Based on our reviews, we think there is precedent for
construction along the water's edge on small peninsulas and docks, and that new development along
these lines would be consistent with the community's historical character.
In addition, the proposed development and the fact that it will facilitate an expansion of
pedestrian access along the waterfront are consistent with the City's long range goal of reconnecting
the community to the waterfront as recommended in the Urban Design and CAMA Land Use Plan. v
As you are aware, the Historic Preservation Commission Governs any new construction or exterior
alterations based on its Historic District Guidelines.
Please let know if you have any questions or need additional information.
Sincerely,
Michael W. Avery, . ICP
Director of Planning & Inspections
,Sfriiiing fnr ` ixrA1rnrr

APPENDIX
FRONT STREET DEVELOPERS, LLC RMC 99091CANLA

APPENDIX ITEM I
LOCATION MAP
COPY OF NOAA CHART
PROJECT DRAWINGS
FRONTS REET DEVELOPERS, LLC RMC 99093CAMA

TR
I
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HAVELOCK & M❑REHEAD CITY
f 1194 l
FRONT STREET DEVELOPERS, LL
�— LOCATION MAP & WRITTEN DIRECTIONS
TO THE
OLD HOLIDAY INN SITE
`= TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
DAY[- MARCH 31. 2000 ROBERT M. CHILES, P.E.
XG Nld; 99093 -
ENsIINIeERs ewe 0ONSIATANTS
SCALE: NONE NEW BERN. NORTH CAROLM

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POLLOCK STREET
LEGEND
SURFACE 1: CONCRETE AND ASPHALT
SURFACE 2: ASPHALT
SURFACE 3: COMPACTED GRAVEL
SURFACE 4. GRASS AND DIRT
SURFACE 5: WATER
PROPERTY AREA --
LAND:
148,922t
SF
(3.418 AC)
WATER:
81,709±
SF
(1.876 AC)
PHASE 1:
50300±
SF
(1.150 AC)
EXISTING IMPERVIOUS
SURFACE 1: 9,000t SF (0.206 AC)
SURFACE 2: 56,607t SF (1,300 AC)
SURFACE 3: 12,503± SF (0.287 AC)
EXISTING PERMUS __-
SURFACE 4: 70,812± SF (1,625 AC)
SHEET 1 OF 6
RONT STREET DEVELOPERS,
EXISTING CONDITIONS
AT
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
"W- MARCH .31, 2000 ROBERT M. CHILES, P.E.
AS I'Q 99093 EWERS AM CONSMTANTS
SCAM- 1' - ia0' NEW BERM. NMIH CAMXM

' * THESE DISTANCES DIFFER FROm DEED DESCRIPTION
o TO CORRECT CLOSURE ERROR.
6ra7
pl
n
� s
s`
RTY OF ww $RN
2,47..
I
GF CGNCPETE auvw[AD
HIGH n. tER LP1E • Sli5.01' T T E 4, D')
223,31
)S' twA tME'� {
� _........._._....._..
ON 70P
ILEYRiION =�
................. .._................
PRPPO%D..,SAND Fri TER: DESIGNM
;-JN.ACCOiOANCt MATH NCOIL-NR DOCUMENT
-SIORmWATER BEST MANAGEMENT PRACTICES*
�„_ OAIED„ HpY:MBER,1945
t
D: f
• �
e.`..........__............_....,._._.......
r •
_.._............-'
...... ....
I
3}
'
3 LlU
g
ELEVATION ON TOP
'OF 8mHEA0 46'
t BDUlYfARY - a
TOG EIEY AJ,S' +NY. ELEY. 2.48,
r TOG ELEV. 5.53-
PROPOSED PARKING
.. ., Z�v ...._'Zt: _. —_4 -"-
POLLOCK STREET
60' R/W
INY. F1Ev 27]' ROOF DRAWS
15'a RCP _-..._.._.__._..._.---- -------- (AS , w"o)
:LE ..2.45.1 �'� Imo--_.--_,=«r .�.-.T.--- �2
EARTHENJETTY T �T
PROPOSED BUILDINGS
. �� j ROCf DRMIS� � N BO'SB 21 • W N
NELGED)-
761.23'
i S pS9xw w
25.34'
11 10.U' 7V CJWA UDK
LEGEND
EIP -
EXfST;NG IRON PIPE
IPS
- IRON PIPE SET
OCM
- CONCRETE MONUMENT
- POWER OR UTILITY POLE
Q
- SANITARY SEWER MANHOLE
OH -
OVERHEAD WIRES
CS -
DOT STANDARD 840.02 CONCRETE CATCH BASIN
NOTES: TY
THERE ARE NO JURISDICTIONAL 404 WETLANDS OR COASTAL WETLANDS LOCATED ON THIS SITE. i
THE 75' AREA OF ENVIRONMENTAL CONCERN CONTAINS APPROXIMATELY 44,663 SQUARE FEET. $
(CURRENTLY 20461 t 5F, ;IWER.UIOUS• 24202# SF PERVIOUS)
SHEEN' 2 OF 6
FRONT STREET DEVELOPERS, LL
PHASE 1 DEVELOPMENT PLAN
.. FOR
OLD HOLIDAY INN SITE
;r TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
DATE: MARCH Mw 20M ROBERT M. CHILES P.E_
•) !' • • : S i :1', Joe Not 99093 ENCIINEER5 AND COPMXTANrS
sc,ME: r top' NEW SM NORTH CAROLINA

ELEVATION ON TOP
OF BULKHEAD 4.8'
ROOF DRAINS
(AS NEEDED)
. W—���e147.12'
'EARTHEN J'ETTY
BLDG BUILDING i
ROOF DRAINS 80'58 21' W
(AS NEEDED)
S 75*06'23"
�w
83'21'12'
161.23'
S 08*13'58" W
25.34'
J
I..L.I
W
z
w
F--
O
z
_J
ry
W
BUILDING 1: 4,135± SF, FINISHED FLOOR AT ELEV. 10.5' MSL.
CONTAINING A 100 SEAT RESTAURANT AND A 34 SEAT BAR.
BUILDING 2: 1008± SF, FINISHED FLOOR AT ELEV. 10.5' MSL.
CONTAINING DOCK SERVICES, RETAIL SALES, ETC,
n
g
.1E�flfi�!!il!/�, m
`:'t -;'n �
SHEET 3 OF 6
�' - l' •'_� FRONT STREET DEVELOPERS, LL
_ BUILDING PLACEMENT PLAN
FCR
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
10 29 RCH 093 310 2000
JOB rrOc 99ROBERT M. CHILES, RE.-
JOB DKVXERS AMD CpN9,RTANTS
SCALE: 1, , 50. NEW BERM. NORTH CAROIWA

FACE OF CONCIRETE BULKHEAD
_mmm
AND HIGH 'NATER LINE
0
... .... .. .
.;—ELEVATION ON TOP
<
OF BULKHEAD 5.0'
......... . .
.. ....... ..... ............ .......
--- --------- ---- -
80
........ ....... .... .. .............. .... ....
........... . . ........ . . ........
=40 r-A 0
=4
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TEMPORARY MOORING FOR VESSELS OF
UP TO 120' IN LENGTH, A FUEL DOCK
CAPABLE OF SERVICING 120' VESSELS,
—ELEVATION ON TOP AND DOCKAGE FOR CLIENTELE IS
.. . . ...... . PROPOSED.
rj
- - - - - - - - - - - - -
EARTHENIf
JETTY
BLDG BUILDING 1
2
r---------
C
SHEET 4 OF 6
FRONT STREET DEVELOPERS, LLCI
DOCK AND MOORING PLAN
FOR
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CJTY OF NEW BERN CRAVEN COUNTY
OAR: MARCH Jam.
JM fta.19OS3 ROGERT M. ' CHILES, P.E.
ENC.mCERS AND COPtSuLTANTS
SCAU: I - 50' NEW 8ERN. NORTH CAR"A

DOCK
FINGER PIER APPROXIMATELY 6' X 40'
5 PIERS PROPOSED
PLAN VIEW
I' IJISL APPROXIMATE WATERLEVEL 7
RIPER BOTTOM
VARIES -3 TO -7 MSL
---- - EXISTING BULKHEAD
PROFILE VIEW
SHEET 5 OF 6
FRONT STREET DEVELOPERS, LLC
FINGER PIER PLAN AND PROFILE VIEWS
FOR
OLD HOLIDAY INN SITE
TOWNSHIP NO. $ CITY OF NEW BERN CRAVEN COUNTY
DAIT: LARCH 31. 2000 ROBERT M. CHILES, P.E.
J09 N0 99093 EWERS AND CONSULTANTS
SCALE: 1' m 20 NEII BERN. NORTH CAROLINA

LINE OF'DIVISiON OF RIPARIAN ACCESS AS DEFINED
BY NCDENR` STANDARD T15A: 07H.02015(b)(6)(L)r•
y
FA =NDRE IEP c!_ 'AD t •� ... .
i AND 4rN WATER
/LIH
�.............___.....,�._..._. t5' SE18A. t
ELivADW p1 roP®,, , .
! Or SU JwEA0 sD' n
�• } r
Ili .. ....................: '
.......
LL.J,
O Z
MA O R00F UIS`'__
(AS IUDED)
[AanrtN;�m.,__
HLDG. BUILDING 1
2OR
= r,
(AS AEDEDI
ppp
Nk
i., r fiiV
LINE OF DIVISION OF RIPARIAN ACCESS AS DEFINED `'r�lr�ui tyy
BY NCDENR STANDARD T15A: 07H.0208(b)(6)(L) . • ' .
w
>n
0
m
SHEET 6 OF 6
FRONT STREET DEVELOPERS, LL
CHANNEL DEFINED BY
HYDROGRAPH AND CHANNEL LOCATION
STRUCTURES LOCATED DURING
HYDROLOGIC SURVEY, FOR
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
DATE; MARCH 35. 2000 ROBERT M_ CHILES, P.E.
JO NO; 99093 ENCIINEERS AMID CQN$ILXTANTS
SCALE: - 100' MEIN BERK NORTH CAROLINA

APPENDIX ITEM II
NARRATIVE DESCRIPTION
FRONT STREET DEVELOPERS, LLC, OLD HOLIDAY INN SITE
DEVELOPMENT PROJECT, PHASE 1.
This project site is located in Craven County within the commercial waterfront district of the
City of New Bern, North Carolina, and spans the 300 block of East Front Street. The site formerly
contained the New Bern Holiday Inn and an automobile service station. The motel, which featured a
landward facing restaurant, was razed over a period of years with the final section being removed in
1998. The service station ceased operations in 1998 and except for gas pump removal is still intact.
The service station building and associated grounds are currently an active commercial rental property.
Existing ground cover on the site is a mix of asphalt and concrete pavements, compacted gravel, grass
and dirt. The waterfront is bulkheaded along its entire length, but is not being used for any wrater
dependant activities. In its present condition the site is a barren eyesore, offers no legitimate public use,
and constitutes a waste of otherwise valuable waterfront property.
Front Street Developers, LLC intends to redevelop this site into an active, publicly accessible,
land/water interface consistent with precedented water's edge construction typical of New Bern's past.
The proposed development was presented to the Mr. Michael W. Avery, Director of Planning and
Inspections for the City of New Bern, who described the plan as being "consistent with the community's
historical character." Nfr. Avery's letter is included by reference and a copy followrs this narrative.
During the first phase of redevelopment, construction of a restaurant, a small retail shop,
temporary mooring slips, a parking lot, and a stormwater management system are proposed.
The restaurant will be constructed on an existing 64' wide jem- which extends approximately
130' into the Neuse River. Providing full table service for 100 guests, the restaurant will offer scenic
views of the river through windows along the north, east and south walls of the dinina room. Weather
permitting, outdoor seating will be made available to restaurant guests. A public bar will be situated
directly above the restaurant which offers seating for 34 and equally impressive views of the waterfront.
A small retail space of approximately 1,000 square feet will be constructed adjacent to and
landward of the restaurant. This building is proposed to contain the purchase point for dock related
services in addition to souvenir type gifts, bait, tackle, etc. Proposed dock services include fuel, water
and holding tank pump -out.
The boat docks proposed for the site will span the nearly 650 feet of bullheaded waterfront.
Dedicated docka4,e for nine vessels of lengths up to 120 feet, a fuel dock, and temporary dockage for
restaurant clientele will be provided.
A parking lot for the restaurant will be constructed in an upland section of the site where the last
remaining section of motel recently stood. Access to the parking lot will be via the 100 block of
Pollock Street.
FRONT STREET DEVELOPERS. L.LC RMC 9909: CAMA

APPENDIX ITEM 11
(CONTINUED)
The stormwater management system will include a sand filter which meets design requirements
published by the North Carolina Department of Environment and Natural Resources. Although the first
phase project only involves 1.15 acres, the filter has been sized for the entire 3.42 acre site.
Construction of the features proposed for phase one will begin with installation of erosion and
sedimentation control devices. Excavation for the sand filter, drainage structures and pipe runs will
follow, with construction of these features proceeding more or less concurrently. General site grading
will be followed by construction of the buildings and parking lot. Dock construction and mooring pile
placement will be coordinated with land based construction. Following completion of construction, the
disturbed areas within the phase I boundary will be landscaped.. All work will be performed so as to
comply with applicable local, state and federal regulations.
Daily operations of the proposed facilities will include those associated with a restaurant which
serves mid -day and evening meals, a bar, dock services and walk-in business associated with the retail
shop.
FRONT 5TRI T DEVI—LOPFsRS, LLC RMC 9909:CAMA

APPENDIX ITEIVI VII
ARCHITECTURAL RENDERINGS OF PROPOSED RESTAURANT
PREPARED BY MAUNE BELANGIA FAULKENBERRY ARCHITECTS, PA
NEW BERN, NORTH CAROLINA
DATED FEBRUARY 15, 2000.
� k cr •:
} it
i1 DCi f:
FRONT STRNET DEVELOPERS. LLC RMC 99093C:AMA

F Q .
1.�
n i
MAJOR PEFUMIT FEE MATRIX
Selection Deve;opr..ient Type Fee
D C M %
C)WLi 013
(14300 1601 435100093 1625 6253)
(24340 1602 435100095 2341)
I, Private, non-commercial
development that does nct
$250
100% (S250)
0% ($0)
involve the fiiiing or
excavation of any wetlands
or open water areas:
11. Public or commercial
development that does not
$400
100% ($400)
0% (SO)
involve the filling or
excavation of any wetlands
or open water areas: .
I11. Far, development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A.
-B,"C, or D below applies:
Ill(A), For Private non-.
El commercial development, if
$256'
100% ($250)
0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be a lied:
II1(B). For public or
commercial development, if'
'$400
100% ($400)
0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be applied.
III(C). If General Water
" Quality Certification No.
$400
60% ($240)
40% ($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
Ill(D). If General Water
Quality Certification No.
$400
60% (S240)
40% ($160)
3301 (see attached) cannot
be applied._
IV. For For development that
involves the filling and/oriy
S475
60% ($285)
40% (S 190)
excavation of more than/
one acre of wetlands a dlor
o en water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Front Street Developers, LLC
2. LOCATION OF PROJECT SITE: Adjacent of the Neuse River along the 300 block of
East Front Street in downtown New Bern, Craven County
Photo Index - 2006: 212-6242 grid (F-8/9) 2000: 72-842 grid (0-17)(P-17/18)
1995: 72-804 grid (P-4/5)(Q-4)
State Plane Coordinates - X: 499819.267 Y: 2587752.044 Rover## L010811B
LAT 35006'26.49121 LON 77002'04.63609
3. INVESTIGATION TYPE: CAMA/D & F
4, INVESTIGATIVE PROCEDURE: Dates of Site Visit — 1/8/08
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received — CC 12/3/07
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City Of New Bern
Land Classification From LUP — Developed/Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) ' Wastewater Treatment: Existing — City Sewer
(F) Type of Structures: Existing — Dock Office, Restaurant
Planned - 21 permanent boatslips/8 transient boatslips
(G) Estimated Annual Rate of Erosion: NIA
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Highground Disturbance
NIA
NIA
252 ft2
(B) Open Water
19,905 ft2
N/A
24,075 ft2 Incorp.
9469 ft2 shaded
(D) Total Area Disturbed: 53,701 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC -NSW Open: No
8. PROJECT SUND4ARY: The applicant is proposing to construct a 29-slip marina with
excavation.

Front Street Developers, LLC
Page 02
9. Narrative Description:
This project has been reviewed by the State Clearing House and a Finding of No Significant
Impact has been received.
The East Front Street Marina project is located along the 300 block of East Front Street in
downtown New Bern, Craven County. The project site is found by traveling on Hwy. 70 West
toward the City of New Bern, taking the downtown New Bern exit off Hwy. 70 west, crossing
the drawbridge into the downtown area, and the subject property is 1/a miles on the right hand
side of the road before you get to the traffic circle. Alternative directions are necessary due to a
closure of the drawbridge going into downtown New Bern. The site can also be reached by
traveling on Hwy. 70 West towards the City of New Bern, exit at the Pembroke ramp, turn right
at the top of the ramp, and turn right at the "T" intersection. At the traffic circle, take the first
right and the property is immediately on the left hand side of East Front Street in downtown New
Bern.
The subject property is one lot totaling 3.21 acres and averages 5 1/2' in elevation above
NWL. Currently on the high ground portion of the site is a restaurant and dock office. There
is an associated floating platform and fueling facilities. Vegetation on the tract consists of
cedar trees and lawn grass. The waterbody is approximately 4500' at this location and the
subject parcel has 345' of shoreline. The property presently has a concrete bulkhead and the
upstream parcel is stabilized with a concrete bulkhead as well. The property on the
downstream side of the project site has no shoreline stabilization. Substrate composition at
the project site is silty sand. Neither adjacent property has a pier, although a pier is present
approximately 400' downstream from the project site. Water depths at the location of the
proposed marina range from 5 1/Y near the bulkhead to 10' at the most waterward point of the
proposed docking facility. An archaeological assessment has been conducted and no
archaeological resources have been found at the project site. There are no coastal wetlands
on the subject property.
The Division of Water Quality classifies this area as SC -NSW waters. This area is not a
Primary Nursery Area. This portion of the Neuse River is closed to the taking of shellfish and
no visible shellfish were observed. The City of New Bern Land Use Plan dated classifies this
area as Developedand Conservation within the AEC's.
The proposed project involves the construction of a 29-slip marina with excavation. The
proposed project involves dredging of the open water to a connecting depth of —8' NWL.
10. Proiect Description:
The applicant is proposing to construct a marina with 21 permanent slips and 8 transient slips
with a wave attenuator on the North and East side of the proposed slips. The wave attenuator
to the North will measure 12' X 207' and be accessed from a 4' X 20' gangway. There are (2)
transient slips proposed on the North side of the wave attenuator. There will be (4) finger
piers accessed from the wave attenuator to the North. Three of the finger piers will measure
55' X 6' and (1) finger pier will measure 75' X 6' . The wave attenuator to the East will

Front Street Developers, LLC
Page 03
measure 12' X 264' and will have (6) transient slips. Additionally. a pier measuring 10' X
122' with a 105' X 8' "T"-Head accessed by a 5' X 20' gangway is proposed. The landward
portion of the pier widens to 15' for a distance of 23 feet. There are 6 finger piers proposed,
all measuring 4.5' X 45'. The entire docking facility is proposed as a floating structure.
The proposed docking facility will extend 223' into the Neuse River, which is the Army Corps
of Engineers Harbor Line. Although the location of the docking facility is proposed in the
setback, correspondence determined that this is allowable and an email referencing this
decision is attached. A pumpout facility is proposed on the wave'attenuator to the North. The
wave attenuator to the North will be placed on the riparian line and a waiver is attached.
The applicant is proposing to excavate 19,905 square feet of sandy silt bottom to a connecting
depth of —8' NWL. The will remove 2,446 cubic yards of silty sand material. This area has
not been previously excavated and will be excavated using the bucket to barge method. No
SAVs were present at the site visit and aerial photography did not show SAVs present. There
was no shellfish resourced observed in the area. The spoils from the proposed excavation will
be placed on -site as referenced in the Environmental Assessment.
On the highground portion of the site, there are (3) 6' X 14' wooden slatted walkways
proposed. The walkways will connect the existing storm water system to the proposed
gangways.
11. Anticipated Impacts:
The dredging of the open water area will disturb 19,905 ft2 and remove 2,446 cubic yards of
sandy silt material. There will be an increase in turbidity during the excavation. The
proposed docks and wave attenuators will shade 9469 ft' of open water and incorporate
24,075 ft2 of public trust waters. There will be a minor increase in turbidity during the
installation of the pilings. The 6' X 14' walkways will disturb 252 ft2 of highground.
Jonathan Howell Morehead City January 10, 2008

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