20060829 Ver 2_Minor Variance_20060809

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OFFICE USE ONLY: Date Received _ _ _.__.._. Request #
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State of North Carolina ~ ~ - ~ g a q ~ 2
Department of Environment and Natural Resources
Division of Water Quality
Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
NOTE: This form maybe photocopied for use as an original.
Part 1: General Information
1. Applicant's name (the corporation, individual, etc. who owns the project):
Bridge Pointe Development, LLC
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Mr. Joseph E. Thomas
Member/Manager
1315 So. Glenburnie Rd.
New Bern, NC 28561
[phone]
[e-mail]
3. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Bridge Pointe
4. Location of Facility ~ ~c @ ~ U i;l 1.
Street address: 100 BLOCK, HOWELL ROAD
City, State, Zip: New Bern, NC 28560 A~~ (? 9 ZOU6
County: Craven
Latitude: 35d05'51 " N p ht - ~rtil'~R C1UN~i'TY
Longitude: 77d02'23" W !~~!'l~~At•H
5. Directions to facility from nearest major intersection (Also attach a map):
Project site is at the base of the US HWY 17 Business off-ramps into downtown New Bern.
6. Contact person who can answer questions about the facility:
Robert M. Chiles, PE
PO Box 3496
New Bern, NC 28564-3496
[phone] ofc 637-3100 fax
[e-mail]
7. Requested Environmental Management Commission Hearing Date: November 8-9, 2006
Version 1: September 1998

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PART 1: Paragraph 5, Directions to Facility
BRIDGE POINTE
BRIDGE POINTE DEVELOPMENT, LLC
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BRIDGE POINTE VICINITY MAP
NOT TO SCALE

Part 2: Demonstration of Need for a Variance
NOTE: The variance provision of the Neuse Riparian Area Rule allows the Environmental Management
Commission to grant a variance to an affected party when the following conditions apply on a given project: ',
(a) practical difficulties or hardships would result from strict application of the rule: ',
', (b) such difficulties or hardships result from condition which are peculiar to the property involved; and
(c) the general purpose and intent of the Rule would be preserved, water quality would be protected and
substantial justice would be done if the variance were granted.
This part of the application is to explain how the project meets criteria (a) and (b).
Attach a detailed description (2-3 pages) explaining the following:
• .The practical difficulties or hardships that would result from strict application of the Rule.
• How these difficulties or hardships result from conditions that are unique to the property
involved.
• Why reconfiguring and/or reducing the built-upon area to preserve a greater portion of the
riparian area is not feasible on this project. If economic hardship is the major
consideration, then include a specific explanation of the economic hardship and the
proportion of the hardship to the entire value of the project.
Part 3: Water Quality Protection
NOTE: This part of the application is to explain how the project meets criterion (c): the general purpose and
intent of the Rule would be preserved, water quality would be protected and substantial justice would be done if
', the variance were granted. ',
1. Briefly summarize how water quality will be protected on this project. Also attach a detailed
narrative (1-2 pages) describing the nonstructural and structural measures that will be used
for protecting water quality and reducing nitrogen inputs to surface water.
Stormwater will be piped to either the existing or the proposed new stormwater wet detention basin
for treatment depending upon location within project site.
2. What is the total project area in acres? 16.42 acres
3. Which of the following permits/approvals will be required for this project?
CAMA Major -Permit No. 106-06 issued July 27, 2006
Stormwater Management -Stormwater Permit No. SW7060520 issued June 2, 2006
Sediment/Erosion Control -ESC Plan Approval CRAVE -2006-056 issued May 23, 2006
401 Certification - WQC GC3400 and Authorization Certificate, DWQ Project No. 06-0829
issued June 12, 2006
US ACE -Notice of Jurisdictional Determination, ORM ID SAW-2006-32643-125
issued June 16, 2006
404 Permit -Not yet required
Variance Request Form, page 2
Version 1: September 1998

PART 2, Demonstration of Need for Variance
BRIDGE POINTE
BRIDGE POINTE DEVELOPMENT, LLC
Background Information
This project is located on and involves the development of a 16.42-acre parcel
of land located along the James City waterfront at the confluence of the Trent and
Neuse Rivers, opposite from downtown New Bern. Owing to its location, the project site
is subject to the regulatory control of 15A NCAC 02B.0233, the Neuse Riparian Area Rule
(aka Neuse River buffer rules), and 15A NCAC 07H.0209, the Division of Coastal
Management (DCM) Coastal Shorelines Area of Environmental Concern (AEC), among
others. At the project site, both zones of the buffer rules are contained within the 75-
feet wide AEC as measured landward from the normal water line of the Trent River, and
these areas contain approximately 3.07 acres of the site's waterfront.
The project site has approximately 1,830 feet of shoreline and 1,865 feet of
existing bulkhead/retaining wall. The existing configuration includes approximately
1,050 feet of concrete capped, concrete sheet-pile bulkhead, 258 feet of tongue and
groove wooden bulkhead and 557 feet of tongue and groove wooden retaining wall.
(Where there is land on one side and water on the other of the wall, we refer to it as a
bulkhead, and where there is land on both sides of the wall, we refer to it as a retaining
wall.)
The existing surface area of the project site is approximately 90-95% impervious,
primarily due to a compacted gravel surface that is present throughout most of the
site. The site contains the existing Bridge Pointe Hotel, a marina office building, and
parking areas associated with both. Work associated with the project includes
preparation of the site for construction of 3 residential condominium buildings, a new
marina office, parking areas and roads, and a new hotel. Demolition of the existing
hotel and marina office will be scheduled to coincide with the new construction.
Modification of the existing stormwater management system, construction of an
additional stormwater management system, and installation of required utilities will also
be performed.
There are approximately 0.68 acres of 404 jurisdictional wetlands contained
within the project site along the waterfront (between the existing retaining wall and the
normal water line). The disturbed area created by the proposed work includes most of
the upland 15.74 acres of the existing 16.42 acres site.
The location of the project site places it within the extra-territorial jurisdiction (ETJ)
of the City of New Bern and subjects the site to the City's Land Use Ordinance. Among
the various reviews and permissions required as part of the Land Use Ordinance, a
Conditional Use Permit was required for the project. A conditional use permit was
issued for this project with the specific condition that the developers "dedicate and
construct a public, pedestrian walkway along the Trent River waterfront from the North
Carolina Department of Transportation right-of-way at the Trent River Bridge to the

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northwestern boundary of the subject property near the North Carolina Rail Road right-
of-way..." In essence, the requirement is for a public walkway (sidewalk) along the
entire waterfront of the project site.
The public walkway included in this variance request is the result of the City of
New Bern Planning Office's desire for the construction of a public walkway/sidewalk/
promenade that extends the entire length of the City's waterfront. Although such a
sidewalk currently exists only within a select portion of the City's downtown, the
reported intent is to connect all City owned portions of property with a continuous
walkway through use of easements and permit conditions as waterfront portions of
property are re-developed. The widths of the proposed walkway are the result of a
series of meetings between the City's planners, and the project's representatives.
Because the waterfront portion of the project site containing the proposed
public walkway is located within the Neuse River Buffers, the buffer requirements
contained in the coastal shorelines AEC regulations yield to the Neuse River buffer rules.
The chart contained in section 02B.0233(6)of the buffer rules, Table of Uses,
designates all of the uses that are exempt, allowable, allowable with mitigation, or
prohibited by the rule, in accordance with additional requirements for those use
classifications provided in 02B.0233(7), which is the following section. It is the common
interpretation of the Division of Water Quality representatives that uses not present in
the Table of Uses are prohibited by default.
The Table of Uses does not specifically make a provision for a paved pedestrian
walkway located adjacent and parallel to the shoreline, regardless of width. There are
however, allowable provisions for "greenway/hiking trails," and "water dependant
structures." Typically, sidewalks are neither water dependant structures, nor considered
a greenway, although some hiking trails are paved.
A six (6) feet wide proposed sidewalk located directly behind and parallel to a
proposed replacement bulkhead was depicted in the proposed plans submitted for
approval as part of the application package that resulted in CRC (CAMA) Major
Development Permit No. 106-06, issued July 27, 2006. It was reportedly under the
general category of "greenway" that the sidewalk was granted a minor variance
during DWQ review of the CAMA major application. The six foot maximum width is
reportedly based upon and meant to duplicate the "six feet in width or less" regulatory
limit provided for within 07H.0209(d)(10)(D), one of the portions of the coastal shorelines
regulations that yield to the buffer rules. Although not the governing rule in this case,
that same section also provides for widths "greater than six feet ... if it is to serve a
public use or need."
Owing to the low elevation of the existing property (approximately elevation 3,
NAVD 88) and City of New Bern required minimum elevations for residential
construction (elevation 10, NAVD 88), it is mandatory that the site receive a certain
amount of fill material prior to construction of the residential condominium buildings.
Because the requested public sidewalk is located along the waterfront immediately

adjacent to proposed private condominium units, it is desired to establish an elevation
difference between the public and private areas of the project. In order to provide
such a separation, it is proposed that abench-height retaining wall be installed along
the landward side of the public walkways and fill material be sloped upward from the
top of the retaining walls to the required fill height for construction of the private areas.
Grading and revegetation of approximately 4,700 square feet of Neuse River Buffer
Zone 1 is proposed in order to achieve this goal. Similar to the sidewalk's absence from
the Table of Uses, grading in zone 1 is not specifically authorized. There are however, a
sufficient number of references contained within the descriptions of other uses to imply
an intent with regards to zone 1. Two of the references include "diffuse flow and the
health of existing vegetation in Zone 1 is not compromised," and "planting to enhance
the buffer." The existing regulated portions of zone 1 that will be impacted are relatively
flat and are maintained as aloes-growing grass lawn. If constructed as depicted in the
plans provided for the variance, the slopes established will serve to maintain diffuse
flow, the retaining wall and sidewalk will function to some extent as a level spreader
device, and the regraded area of zone 1 will be vegetated with a variety of tree and
shrub species and ground cover, and should serve to increase the amount of infiltration
currently provided by the affected areas.
Demonstration of Need for a Variance
f a) practical difficulties or hardships would result from strict application of the rule:
In this project, the City of New Bern requested that the proposed public walkway
be included in the variance request at the widths indicated as a condition of the City's
permit to construct the project. Since there is no specific provision for a paved
pedestrian walkway located adjacent and parallel to the shoreline, regardless of
width, strict application of the Neuse Riparian Area Rule would preclude construction
of the walkway at the desired widths now proposed for construction. Not constructing
the walkway according to the agreement with the City constitutes a failure to comply
with a special condition of the conditional use permit, and subjects the project to
potential enforcement action by the City and possibly the preclusion of the project.
jb) such difficulties or hardships result from conditions which are peculiar to the
property involved; and
The project site is a combination of property within the ETJ of the City subject to
the City's Land Use Plan, waterfront property with an apparent connection to the
waterfront portion of the City of New Bern, and waterfront property in general (subject
to the riparian rule). If the project site was not in the City's ETJ then the previously
submitted and approved 6 feet wide walkway at the bulkhead would be sufficient for
the project. If the project was not in a location that was relevant to the City planners'
desired continuous waterfront walkway, then the previously approved 6 feet wide
walkway at the bulkhead would be sufficient, and the walkway would probably not be
part of a special condition of the conditional use permit. Obviously, if the project site

was not waterfront property (in a regulated basin) the buffer rules would not apply and
the coastal shorelines rules (and its provision for wider walkways) or other applicable
CAMA rule would govern. It is the combination of the three circumstances that are
peculiar to the property and precipitate the difficulties that could result from strict
application of the rules.
(cl the general purpose and intent of the Rule would be preserved, water quality
would be protected and substantial justice would be done if the variance were
granted.
The purpose of the Neuse Riparian Areas Rule is to protect and preserve existing
riparian buffers and maintain their nutrient removal functions.
This variance, if granted, will result in a slight increase in the impervious surface
area already approved for construction within the existing buffers on the project site.
However, the project as a whole will result in a significant (approximately 31%)
reduction in the amount of existing impervious surfaces on the total site. Additionally,
when constructed according to the plans granted DWQ stormwater approval
(SW7060520), runoff from all impervious surfaces will be directed to and through a
treatment device, and the resultant post-construction nitrogen load being discharged
to the Trent River will be approximately 44~ to 56% less than existing pre-development
discharges. Additionally, the proposed stormwater treatment devices will provide an
approximate 85 to 90% reduction in total suspended solids contained within the runoff
that is being discharged, a function not currently being provided at the site.

Part 3: Water t,;;~,~~:.y Protectiai~, continued
4. Complete the follo4ving information for each drainage basin. If there are more than two
drainage basins in the project, attach an additional sheet with the information for each basin
provided in the same format as below.
Basinlnfornlation Drainage Areal
Receiving Stream Name Trent River Drainage Areal
Trent River
Receiving Stream Class SB Sw NSW SB Sw NSW
Drainage Area 11.38 AC. 5.04 AC
Existing Impervious* Area 9.91 AC 5.04 AC
Proposed Impervious `Area 7.15 AC 2.79 AC
%Impervious * Area (on-site) 62.8% 55.4%
%Impervious `Area (totah) 62.4% 55.4%
Impervious ~ Surface Area
On-site Buildings Drainagz Area 1
3.67 AC Drainage Area 2
0.44 AC
On-site Streets 3.48 AC 2.35 AC
On-site Parking
On-site Sidewalks
Other on-site
TOtaI OIl-s1tE' 7.1J AC ~.~9 AC
Otf-site = 1.?3 AC 0
Totals 8.38 AC 2.79 AC
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Total means on-site plus off-site area that drains through the project.
z Off site impervious shown is treated offsite also (discharge is from adjoiner's wet detention basin).
5. How was the off-site impervious area listed above derived? 1.23 acres is impervious portion of
Outback Steakhouse site on adjoining property. Wet detention basin on the 2.03 acre site
discharges through drainage area one (existing) wet detention basin. See NCDENR DWQ Permit
sw~onng2~
6. What will be the annual nitrogen load contributed by this site after development in pounds per
acre per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)?
Attach a detailed plan for all proposed structural stormwater BMPs.
Drainage Size of Pre- Pre- Post- BMP Final Post- Effective
basin drainage development development development nitrogen nitrogen development Nitrogen
basin nitrogen nitrogen nitrogen .removal loading nitrogen Reduction
(ac) loading rate loading from loading rate efficiency5 rate loading from (%)
without BMPs° drainage basin without BMPs° (%) (Ibs/ac/yr) drainage basin
Ibs/ac/ r Ibs Ibs/ac/ r Ibs
1 11.38 18.6 211.9 13.8 25 10.33 117.6 44.5
2 5.04 21.2 106.8 12.3 25 920 46.4 56.6
Tofals 16.42 ------ 3 i 8.7_ ------ ------ ------ 164.0 ------
a Attach calculations and references.
s Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998

PART 3: Paragraph 6, NITROGEN EXPORT
BRIDGE POINTE
BRIDGE POINTE DEVELOPMENT, LLC
TOTAL NITROGEN EXPORT COEFFICIENTS (LB/AC/YR)
Undisturbed Open Space (forest, unmown meadow) = 0.6
Managed Open Space (grass, landscaping, etc) = 1.2
Impervious Surfaces (roads, parking, roofs, buildings, etc.) = 21.2
NITROGEN REDUCTION PROVIDED BY BMP
Wet Detention Basin (WDB) = 25%
PRE-DEVELOPMENT NITROGEN EXPORT
PROJECT SITE TOTAL ACREAGE: 16.42 acres
Drainage Area 1: 11.38 acres
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Existing Impervious Surfaces: 9.91 acres
(9.91 ac.) (21.2 Ib/ac/yr) = 210.1 Ib/yr
Existing Grass, Landscaping Surfaces: 1.47 acres
(1.47 ac.) (1.2 Ib/ac/yr) = 1.8 Ib/yr
Total (Ib/yr) 21 1.9 Ib/yr
Total (Ib/ac/yr) 211.9 Ib/yr / 1 1.38 ac = 18.62 Ib/ac/yr
Drainage Area 2: 5.04 acres
Existing Impervious Surfaces: 5.04 acres
(5.04 ac.) (21.2 Ib/ac/yr) = 106.8 Ib/yr
Existing Grass, Landscaping Surfaces: 0 acres
(0 ac.) (1.2 Ib/ac/yr) = 0.0 Ib/yr
Total (Ib/yr) 106.8 Ib/yr
Total (Ib/ac/yr) 106.8 Ib/yr / 5.04 ac = 21.2 Ib/ac/yr
Site Total: (Ib/ac/yr) 211.9 Ib/yr + 106.8 Ib/yr = 318.7 Ib/yr
POST-DEVELOPMENT NITROGEN EXPORT
PROJECT SITE TOTAL ACREAGE: 16.42 acres
Drainage Area 1: 1 1.38 acres
Existing Impervious Surfaces: 7.15 acres
(7.15 ac.) (21.2 Ib/ac/yr) = 151.6 Ib/yr
Existing Grass, Landscaping Surfaces: 1.47 acres
(4.23 ac.) (1.2 Ib/ac/yr) = 5.1 Ib/yr
Total (Ib/yr) 156.71b/yr
Total (Ib/ac/yr) 156.7 Ib/yr / 1 1.38 ac = 13.77 Ib/ac/yr

t
BMP Reduction (25%) 13.77 Ib/ac/yr (.75) = 10.33 Ib/ac/yr
Nitrogen Discharged 10.33 Ib/ac/yr(1 1.38 ac) = 117.56 Ib/yr
Drainage Area 2: 5.04 acres
Existing Impervious Surfaces: 2.79 acres
(2.79 ac.) (21.2 Ib/ac/yr) = 59.1 Ib/yr
Existing Grass, Landscaping Surfaces: 2.25 acres
(2.25 ac.) (1.2 Ib/ac/yr) = 2.7 Ib/yr
Total (Ib/yr) 61.8 Ib/yr
Total (Ib/ac/yr) 61.8 Ib/yr / 5.04 ac = 12.26 Ib/ac/yr
BMP Reduction (25%) 12.26 Ib/ac/yr (.75) = 9.20 Ib/ac/yr
Nitrogen Discharged 9.20 Ib/ac/yr (5.04 ac) = 46.37 Ib/yr
Site Total: (Ib/ac/yr) 1 17.6 Ib/yr + 46.4 Ib/yr = 164.0 Ib/yr
Effective Pre-development to Post Development Nitrogen Discharge Reduction:
Drainage Area 1: 11.38 acres
®~®®a~ C ~ ~e®~/'
[(21 1.9 Ib/yr - 117.6 Ib/yr) / 21 1.9 Ib/yr] 100 = 44.5% >"~ q~ e • • e ~~ ~i
Drainage Area 2: 5.04 acres ~., ~~ ~ e~.~
e
[(106.8 Ib/yr - 46.4 Ib/yr) / 106.8 Ib/yr) 100 = 56.6 ~~
e ~
®~/119t1,\~

.-
Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-109 Innovative BMPs Supplement
Part 4: Submittal Checklist
A complete appplication submittal consists of the following components. Incomplete submittals
will be returned to the applicant. The complete variance request submittal must be received 90
days prior to the EMC meeting at which you wish the request to be heard. Initial below to
indicate that the necessary information has been provided.
Applicant's
Initi~s~~-~
None~Exist
Item
• Original and two copies of the Variance Request Form and the attachments
listed below.
• A vicinity map of the project (see Part 1, Item 5)
• Narrative demonstration of the need for a variance (see Part 2)
• A detailed narrative description of stormwater treatment/management (see Part
3, Item 1)
• Calculations supporting nitrogen loading estimates (see Part 3, Item 6)
• Calculations and references supporting nitrogen removal from proposed BMPs
(see Part 3, Item 6)
• Location and details for all proposed structural stormwater BMPs (see Part 3,
Item 6)
• Three copies of the applicable Supplement Form(s) for each BMP and/or
narrative for each innovative BMP (see Part 3, Item 7)
• Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firm
0 Legend and north arrow
0 Scale (1" = 100' or 1" = 50' is preferred)
0 Revision number & date
0 Mean high water line (if applicable)
0 Dimensioned property/project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off-site), drainage easements, pipe sizes, runoff
calculations
0 Drainage basins delineated
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 4
Version 1: September 1998

s
Part 5: Deed Restrictions
By your signature in Part 7 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 6: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Robert M. Chiles, PE
PO Box 3496
New Bern, NC 28564-3496
[phone] ofc 637-3100 fax
[e-mail]
Part 7: Applicant's Certification
I, Joseph E. Thomas (print or type name of person listed in Part I, Item 2), certify that the
information included on this permit application form is correct, that the project will be constructed
in conformance with the approved plans and that the deed restrictions in accordance with Part 5
of this form will be recorded with all required permit conditions.
Signature:
Date: gust , 2006
Title: ember/Manager
Variance Request Form, page 5
Version 1: September 1998

i~_~! ~~
~~ ~i
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
HAND DELIVERED
Ms. Allison Ward
NCDENR, DLR, Land Quality Section
943 Washington Square Mall
Washington, N. C. 27889
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
May 18, 2006
ScC ~^5~ ~it1}tn!/n~~-S
~ ~ /
B U S I N ES 5:252-637-4702
FAX: [phone]
o`rice~~ robertmchilespe.com
mikerice~a~roberimchilespe.com
off- o g 2~ Y ~
Enclosures: (1) 2 Copies, Bridge Pointe Erosion and Sediment Control Plan (Existing Conditions) for
Bridge Pointe Development, LLC, Sheet ESC 1.00, plotted May 18, 2006, prepared
by Robert M. Chiles, PE.
(2) Copy, Craven County Register of Deeds Book 2338, Pages 361-67.
(3) Flow velocity calculations, prepared by Robert M. Chiles, PE.
(4) Copy, Bridge Pointe Stormwater Management Plan (Various-Sheet Names) for
Bridge Pointe Development, LLC prepared by Robert M. Chiles, PE. (Drawings and
narrative)
(5) Copy, Cover letter to Mr. McClain, dated May 15, 2005.
(6) Copy, "Project Phasing" diagram from Erosion and Sediment Control Plan Sheet
ESC 1.20, prepared by Robert M. Chiles. PE.
Dear Ms. Ward:
In response to your request for additional information dated May 17, 2006 we provide the
following response and these enclosures, with references to your checklist.- -
Enclosure 1 is provided in response to the first checklist item requesting a more detailed vicinity
map. Note that the vicinity map is larger and additional labels have been added to provide a better
correlation to the site plan. The "general construction ihformation and sequencing notes" contained on
this sheet is also revised to indicate the correct time frames for ground cover establishment, as indicated
by the third checked item on checklist page 2
The apparent encroachmen#s indicated by the fourth checked item on page 2 of the checklist
have been reviewed by Mr. Kyle Barnes, Mr. Pat McClain, Mr. David Moye, and Mr. Scott Vinson of the
NCDENR Washington Regional Office during apre-submission meeting. The site has been visited in the
past by Mr. Barnes and others, and a letter regarding the application of buffer protection afforded to this
site is supposed to be provided by Mr. Barnes. Please note that the construction activities within the
Neuse Riparian Buffer are also addressed within the revised note on enclosure 1.
Enclosure 2 is provided in response to the second checked item on checklist page 1 requesting a
copy of the latest deed.
Enclosure 3 is provided in response to the third checked item on checklist page 1 requesting
runoff calculations that indicate quantity and velocity of runoff in each ditch, channel or Swale section
and each pipe outfall. Note that there are no new ditches, channels or swales proposed for construction
by this project. Calculations are presented for each of the three pipe runs entering the existing pond,
each of the two pipe runs entering the proposed pond, and the outflow from the outlet structures of both
ponds. Additionally, enclosure 4 provides a copy of the Stormwater management plan and the
calculations therein contained. The drawings of enclosure 4 also contain the Stormwater pond cross
section requested by the second checked item on checklist page 2.
As indicated in enclosure 5 and on the previously submitted financial responsibility form, the
anticipated disturbed area associated with this project is 16.42 acres. As indicated on the erosion control
r~ntCHr,NIC,AL, ;,INTL. ArvD MAkIr;L ~NViNcERwv MARIN~'nYDROGkAPNIC AND LANG SURVEYS
COMMERCIAL, INDUSTRIAL MARINE, AND RAILROAD FACfLIllES DESIGN
F~.'IRFNCIC' rN~INFFRINC: ANrI FAIT I~~G gNAi VCIC R(111NhaRV CIIRV FVC ANrI nAGPPIN(; CFA/ir'F

i ~ ~ ROBERT M. CHILES, P.E.
~~~ ENGINEERS, CONSULTANTS ~~~;
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
May 18, 2006
BUSINESS :252-637-4702
FAX: [phone]
offce~robertmchilespe.com
mikerice` robertmchilespe.com
plans, the total project site contains 16.42 acres. This information, together with the depiction on drawing
sheet ESC 1.20 of silt/sediment fence along almost the entire property line perimeter of the project site
should indicate that the entire site will disturbed. For clarification, we anticipate that the entire site will be
disturbed (except for areas contained within protected buffers and waterward of the existing wooden
bulkhead/retaining wall). We apologize if this was unclear and anticipate that this explanation will satisfy
the disturbance limit indication requested by the fourth checked item on checklist page 1.
Enclosure 6 is a copy of the proposed phasing diagram contained on previously submitted
drawing sheet ESC 1.20. We feel that this information together with the construction sequencing notes
mentioned earlier satisfies the first checked item on checklist page 2 which requests "general sequence
of construction activity with emphasis on minimizing erosion control problems."
The last item on your checklist requests that we either indicate where check dams are proposed
or remove the check dam standards from the drawings. Currently there are no check dams proposed for
this project. However, stormwater discharges from this site will flow into the existing roadside Swale
alongside NCSR 1004. The check dam standard and details are included in the plans to provide an
established reference in the event that their installation becomes necessary within the roadside Swale at
some point during the construction of the project. As such we would prefer not to remove them from the
plans.
Should you require additional information or have any questions, please contact us at your
convenience. Additionally, any of the NCDE~iR personnel mentioned earlier may be able answer a
number of questions related to the project based upon information covered in previous project planning
sessions. _
Very truly yours,
BERT M. CHILES, P.E.
Michae L. Rice, P.E.
~a~,.n,:~vr,.r,~, ~.,vi~,:,~~;; ivy rciiv~ tNVOVt~i?iNV MARINE HYDROGRAPHIC AND LAND SURVEYS
COnnnnERCIAL, INDUSTRIAL nnARWE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANAI YSIS or~n.m.~~ ~~io. ,r~~ ..~.. ...,,,,~. ~,- ~..., ,..-.~

ROBERT M. CHILES, P.E.
• Engineers & Consultants
NEW BERN, NC 28564
[phone]
FAX [phone]
SHEET NO. ' OF
.A~ D' i
CALCULATED BY_ /•/ /~ ~ DATE 5 /~
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ROBERT M. CHILES, P.E. SHEET NO. ~^ OF ~'
• Engineers & Consultants /~
NEW BERN, NC 28564 CALCULATED BY /~'! /G G.G DATE
[phone]
FAX [phone] CHECKED BY DATE
SCALE
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a17-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
HAND DELIVERED
ROBERT M. CHILES, P.E.
ENGINEERS. CONSULTANTS
MARINE SURVEYORS
May 15, 2006
~~,
BUSINESS :252-637-4702
FAX: [phone]
office `robertmChilespe. Com
mikerice•~ robertmchilespe.com
Mr. Patrick McClain, P.E.
NC DENR, DLR, Land Quality Section
943 Washington Square Mall
Washington, N. C. 27889
Enclosures: (1) 2 copies, Financial Responsibility/Ownership Form, SPCA Express Review Permitting
Option.
(2) 2 Sets of Drawings, Bridge Pointe Erosion and Sediment Control Plan (Various Sheet
Name) for Bridge Pointe Development, LLC prepared by Robert M. Chiles, PE. (~
sheets each set)
Dear Mr. McClain:
On behalf of our client, Bridge Pointe Development, LLC we submit the enclosed forms, and plans
for express review and approval.
This project involves the development of a 16.42-afire parcel of land located along the
James City waterfront at the confluence of the Trent and Neuse Rivers, opposite from downtown New
Bern. The existing site contains the Bridge Pointe Hotel, and is approximately 95~ impervious overall. Work
associated with the project includes preparation of the site for construction of 3 residential condominium
buildings, a new marina office, the destr~cfion oT` the existing hotel and construction of a new hotel.
Modification of the existing stormwafsr mariagemer;t system, construction of an additional stormwater
management system, parking and roads will also be performed. The disturbed area created by the
proposed work includes most of the existing 16.42 acres.
Proposed erosion and sedimentation control measures for this site include temporary and
permanent seeding or sodding, temporary construction en'rahces, silt fence, rip rap and drop inlet
protection.
Should you require additional information or have any questions, please contact us your
convenience.
Very truly yours,
OBERT M. CHILES P.E.
C~ `y~:-~p.c-C a„~ c„
Michael L. Rice, P.E.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name BRIDGE POINTE
2. Location of land-disturbing activity: County_CRAVEN, CITY of NEW BERN
Highway/Street_100 BLOCK, HOWELL ROAD Latitude 35d05'51" N Longitude 77d02'23" W
3. Approximate date land-disturbing activity will commence: UPON RECEIPT OF PERMITS
Purpose of development: MIXED USE; PRIMARILY RESIDENTIAL
Total acreage disturbed or uncovered (including off-site borrow and waste areas): 16.42
6. Amount of fee enclosed: $_850_. The Express Permitting application fee is a dual charge. The
normal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount. In
addition, the Express'Permitting supplement is $250.00 per acre up to eight acres, after which the
Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed XXX
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name: Robert M. Chiles, PE
PO Box 3496
New Bern, NC 28564-3496
[phone] ofc 637-3100 fax
[e-mail]
9. Landowner(s) of Record:
BRIDGE POINTE DEVELOPMENT, LLC
1315 SO. GLENBURNIE RD.
NEW BERN, NC 28561
[phone]
Mr. Joe Thomas, Member/Manager
[e-mail]
10. Deed Book No._2338_ Page No._361_ Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
BRIDGE POINTE DEVELOPMENT, LLC
1315 SO. GLENBURNIE RD.
NEW BERN, NC 28561
[phone]
Mr. Joe Thomas, Member/Manager
[e-mail]

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone,
Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Robert M. Chiles, PE bob(a~robertmchilespe.com
Engineering Firm or other consultant E-mail Address
Robert M. Chiles, PE [phone] ofc 637-3100 fax
Individual contact person
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney-in-
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there by
any change in the information provided herein.
Jose h E. Thomas Member/Mana er
Type or print n e Title or hority
`C S~OJ-~
Signa re Date
1, ~~ ~ , a Notary tP-ublic of the County of ~+~ V~-~.~
State of North Carolina, hereby certi that ~)_~.,~J--~ c . ~mGt.S appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my
seal, this ~~ day of MQ , 20
~~ S
i _
No ~" ~OZ~+'1~C~
~~~~-
My commission expires MCI,U (~ oZCO~
r~ rr -.... V .~ • ~~
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State of North .Carolina
~?'~c.~.~ s v,e,~
oc~-Dg2.q v2
Department of Environment and Natural Resources
Washington Regio;,al „iC~
IVGchael F. Easley, Governor William G. Ross, Jr., Secre~ry
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
May 23, 2006
Bridge Pointe Development, LLC
ATTN: Mr. Joseph E. Thomas, Manager
1315 South Glenburnie Road
New Bern, North Carolina 28561
RE: Erosion and Sedimentation Control Plan No. Crave-2006-056 ~ ~ ~ ~ ~ V ~ D
Bridge Pointe
US Highway 17 South and US Highway 70 East -Craven County Al1G 4_ ~ 200.6
River Basin: Neuse
Date Received: May 15, 2006 and May 19, 2006 ~r~t~ws~rEu
Responsible Party: Bridge Pointe Development, LLC
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the
referenced 16.5 acre disturbance. Based on the information provided, we have determined the
submitted plan for the demolition of the existing hotel, filling and regrading of the site for
constzuction of condominiums and a hotel, if properly implemented and responsibly mainta~ne~,
should meet the intent and mininnim requirements of the Act. We, therefore, issue this LETTER
OF APPROVAL.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was
enacted. It established a performance oriented program with the OBJECTIVE of PREVENTING
SEDIMENT DAMAGE to adjoining properties and/or natural resources resulting from land
disturbing activities through the use of reasonable and appropriate Best Land Management
Practices, based on the approved plan and changing site conditions, during the course of the
project. AS THE DECLARID RESPONSIBLE PARTY, YOUR LEGAL RESPONSIBIIITY
is to understand the Act and comply with the following minimum requirements of the Act and the
above listed modifications (if any):
-- an erosion and sedimentation control plan is only valid for 3 years
following the date of initial approval, if no landdisturbing activity has been
undertaken;'
.~.. ..c.'~~i - ii J.,.+ V ~.i .Gig _ ~~. iVJ~.i. rG. Ui~~~G ..~w~ ~.~ .~r.~~-.,--Jii~ J~.G ~. ~1i~-J-.~.1~ .~i
An =qual ~pr~rtunity =m~ioyeer 5?°.-e~y~i~~"ID°.: cos-ans;t^,=- pap-

Bridge Pointe Development, LLC
ATTN: Mr. Joseph E. Thomas, Manager
May 23, 2006
Page 2
-- the LATEST APPROVED soil erosion and sediment control plan will be
used during inspection to determine compliance and a copy of the plan must
be on file at the job site;
-- erosion and sediment control measures or devices are to be installed to
safely withstand the runofj'resulting from a IO year storm event - 6.5 - 7
inches in 24 hours or at the rate of 6.5 - 7 inches in 1 hour.
-- unless the o,,~site borrow and/or disposal sites are identified in the erosion
control plan, no earthen material is to be brought on or removed from the
project site;
-- except in the case of a storm related emergency, a revised erosion and
sedimentation contnvl plan must be submitted to and approved by this
office prior to initiating any significant changes in the construction,
grading or drainage plans;
-- a btc~`er zone, stc,~icieni to restrain visible sedimentation, must be provided
and maintained between the land-disturbing activity and any adjacera
property or watercourse,
-- new or a,,~`ected cut or filled slopes must be at an angle that can be retained
by vegetative cover, AND mu be provided with a Pround cover stcfjicient
to restrain erosion within 2_1 calendar dayc~f completion of~~p ~.~o
lrouPh or,LQf g (RYE G SS 1S N[IT in the APPROVED
seeding specifccations ~Q$ is it an ACCEPTABLE substitute for the
providing of a temporary ground cover);
-- the ('FR77F1C,4TE OFPLAN PPRnVA7 must be posted at the primary
entrance to the job site and remain until the site is permanently stabilized;
-- unless a temporary, manufactured, lining material has been specified, a
clean straw mulch must be applied, at the minimum rate of 2 tons/acre, to
all seeded areas. The mulch must cover at least 75~ of the seeded area
ajler it is either tacked, with an acceptable tacking material, or crimped in
place;
-- in order to comply with the intent of the Act, the scheduling of the land-
disturbing activities is to be such that both the area of exposure and the
time between the land disturbance and the providing of a ground cover is
minimized;
-- a permanent ground cover stcfficiera restrain erosion, must be provided
within the shover of 15 working or 90 calendar days after completion of

Bridge Pointe Development, LLC
ATTN: Mr. Joseph E. Thomas, Manager
May 23, 2006
Page 3
construction or development on any portion of the tract (RYE RA S4 I
lYS1T in the APPROVED seeding spec{fications ~Q$ is it an
ACCEPT Rl_F. substitute for the providing of a nurse cover for the
permanent grass cover); and,
-- this approval it bored, in part, on the accuracy of the irforntation provided
in the Financial Responsibility/Ownership form submitted with the project
plans. You are required to file an amended form if there is any change in
the information- included on the forma This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that to ensure compliance with the approved plan and the program
requirements, unannounced periodic inspections will be made. If it is determined that the
implemented plan is inadequate, this office may require the installation of additional measures
and/or that the plan be revised to comply with state law. (Note: Revisions to the scope of this
project without prior approval of the plan showing the changes can be considered a violation).
Failure to comply with any part of the approved plan or with any requirements of this program
could result in the taking of appropriate legal action (civil or criminal) against the financially
responsible parry (Bridge Pointe Development, LLC). Some options are Stop Work Orders and
the assessing of a civil penalty of up to $5000 for the initial violation plus up to $5000 per day
for each day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe
it would be beneficial for you and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion and sedimentation control plan. Prior to
beginning this project, YOU ARE REQUIRED TO either CONTACT THIS OFFICE TO
ADVISE Ms. Allison Ward (252-946-6481, ext. 385' OF THE CONSTRUCTION START-
UP DATE,- contractor and on-site contact person OR complete and return the attached Project
Information Sheet to the above named.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations and rules. In addition, the land disturbing activity
described in this plan may also require approval or permitting from other agencies -Federal, State
or local. These could include the U.S. Army Corps of Engineers under Article 4.0.4.
jurisdiction, the Division of Water Quality -Surface Water Section under stormwater regulations
(contact the Stormwater group at 252-946-6481), county, city or town agencies under other local
ordinances, or other approvals that may be required. This anoroval does not ~~Dersede anv
~li_ er apArov or Fg~rt. --
Please be advised that a rule to protect and maintain existing buffers along watercourses
in the Neese River Basin became effective on July 22, 1997. The Neese River Riparian Area
Protection and Maintenance Rule (15A NCAC 2B.0233) applies to a 50 (horizontal} foot wide
zone along all perennial and intermittent streams, lakes, ponds and estuaries in the Neese River

.Bridge Pointe Development, LLC
ATTN: Mr. Joseph E. Thomas, Manager
May 23, 2006
Page 4
basin. In riparian areas, the rule prohibits land disturbance, new development and fertilizer use
in the first 30 (horizontal) feet directly adjacent to the stream and/or coastal wetland vegetation.
Clearing, seeding and aone-time fertilizer use to establish the grass is allowed within the riparian
area 20 feet landward of the first 30 feet of riparian area, but new development is prohibited. For
more information about the riparian area rule, please contact the Division of Wazer Quality`s
Wetland/401 Unit az 919-733-1786.
Please be advised that all land-disturbing activities affecting 1 or more acres are required
to have a (Federal} NPDES permit. Enclosed is the Construction Activities General NPBES
Permit - NCGO10000 for this project. The responsibility for understanding and complying with
this permit rests with you, the financially responsible party. Be aware that failure to comply with
this permit could result in both the State and Federal governments taking appropriate legal action.
Contact the Division of Water Quality -Surface Water Section at [phone] should you have
any questions regarding monitoring and record keeping re+c~~zirements of the permit.
Sincerel ,
C
~~
P 'ck H. McClain, PE
Regional Engineer
:pm
enclosures
w/o enc. cc: Michael Rice, PE, Robert A. Chiles, PE ~
Alton Hodge, Division of Water Quality
Tere Barrett, Division of Coastal Management
David Moye, Division of Coastal Management

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STORMWATER MANAGEMENT PLAN
FOR
BRIDGE POINTS
100 HOWELL ROAD,
NEW BERN,' NORTH CAROLINA
DEVELOPED BY
BRIDGE POINTS DEVELOPMENT, LLC
1315 SO. GLENBURNIE RD.
NEW BERN, NC 28561
JOSEPH E. THOMAS, MEMBER/MANAGER
BRIDGE POINTS DEVELOPMENT, LLC
CONTACT PERSON
[phone]
PREPARED BY
e•••.
t ~-R' ~ $
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Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
Engineers 8~ Consultants
417-A Broad Street
P.O. Box 3496
New Bern, N.C. 28564-3496
May 10, 2006
Job No. 2005210

TABLE OF CONTENTS
APPLICATION FORMS
STORMWATER MANAGEMENT PERMIT APPLICATION FORM, SWU-101, VERSION 3.99
WET DETENTION BASIN SUPPLEMENT, SWU-102, VERSION 3.99 (Drainage Area 1)
WET DETENTION BASIN SUPPLEMENT, SWU-102, VERSION 3.99 (Drainage Area 2)
PART III. ITEM 1. DETAILED NARRATIVE, PAGE 2A OF 4
SUPPLEMENTAL DRAWING:
PORTION OF USGS QUADRANGLE NEW BERN
MANAGEMENT PLAN
NARRATIVE
PROJECT DESCRIPTION
PHASED CONSTRUCTION
SITE DESCRIPTION
ADJACENT PROPERTY
SOILS
MAXIMUM ALLOWABLE IMPERVIOUS AREA
COMPLIANCE CERTIFICATION
STORMWATER BEST MANAGEMENT PRACTICES
SYSTEM OVERVIEW
WET DETENTION BASINS
CALCULATIONS
MAINTENANCE
CONSTRUCTION PHASE
ROUTINE MAINTENANCE
NON-ROUTINE MAINTENANCE
MAINTENANCE COSTS
RESPONSIBLE PARTY STATEMENT
DRAWINGS
BRIDGE POINTE
STORMWATER MANAGEMENT PLAN
(See Sheet Names Below)
FOR
BRIDGE POINTE DEVELOPMENT, LLC
prepared by
ROBERT M. CHILES, P.E.
SW 1.00: Existing Conditions
SW 1.10 : Proposed Conditions
SW 1.20 : Proposed Pipe Network
SW 1.30 : Drainage Area 1
SW 1.40 : Drainage Area 2
NCDOT Standard Drawings 840.02 and 840.14

STORMWATER MANAGEMENT PERMIT APPLICATION FORM SWU - 101
WET DETENTION BASIN SUPPLEMENT FORM SWU - 102 (DRAINAGE AREA 1)
WET DETENTION BASIN SUPPLEMENT FORM SWU - 102 (DRAINAGE AREA 2)

OFFICE U5E ONLY
Date Received Fee Paid Permit Number
State of North Carolina Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
T1iis fo~7~~ mad be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. ti~ho oti~ns the project):
BRIDGE POINTE DEVELOPMENT LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Toe Thomas Member/Mana egg r
3. Mailing Address for person listed in item 2 above:
1315 So. Glenburnie Rd.
New Bem, NC 28561
[phone]
j oe(a,thomas dev. com
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
BRIDGE POINTE
5. Location of Project (street address):
_100 Block, Howell Road
City: New Bern County: Craven
6. Directions to project (from nearest major intersection):
Project site is located at base of US HWY 17 off-ramp into do~~ntown New Bern
7. Latitude 35d05'S1" N Longitude 77d02'23" W of project
8. Contact person who can answer questions about the project:
Nan1e: Robert M. Chiles. PE Telephone Number: [phone]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): XX New
Form SWU-101 Version 3.99 Page 1 of4

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) N/A
3. Specify the type of project (check one):
Low Density _ High Density XX Redevelop _ General Permit _ Other
4. Additional Project Requirements (check applicable blanks):
XX CAMA Major XX Sedimentation/Erosion Control 404/401 Permit XX 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 will be piped to an existing
or a new stormwater wet detention basin for treatment depending upon location ~~ithin project site
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Project Area: 16.42 acres 4. Project Built Upon Area: _ 9~% Existing / 61 % Proposed %
~. How many drainage areas does the project have? Two (2)
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.
Basin Information
P.eceiving Stream Name ..Drainage Area 1
Trent River Drainage Area 2
Trent River
Receiving Stream Class SB Sw NSW SB Sw NSW
Drainage Area 11.38 AC. 5.04 AC
Existing Impervious` Area 9.91 AC 5.04 AC
Proposed Impervious Area 7.15 AC 2.79 AC
°~ Impervious * Area (total) 62.8% 5J 4%
Impervious" Surface Area
On-site Buildings DrainagaArea 1
3.67 AC Drainage Area 2
0.44 AC
On-site Streets 3.48 AC 2.35 AC
On-site Parking
On-site Sidewalks
Other on-site
Off-site " 1.23 AC
Total: 7.15 AC Total: 2.79 AC
impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks,
gravel areas, etc.
** Off site impervious shown is treated offsite also (discharge is from adjoiner's wet detention basin).
Form SWU-101 Version 3.99 Page 2 of4

.~
PART III, ITEM 1. DETAILED NARRATIVE
BRIDGE POINTE
BRIDGE POINTE DEVELOPMENT, LLC
This project involves the development of a 16.42-acre parcel of land located along
the James City waterfront at the confluence of the Trent and Neuse Rivers, opposite from
downtown New Bern. The existing site contains the BridgePointe Hotel, and is approximately
95~ impervious overall. Work associated with the project includes preparation of the site for
construction of 3 residential condominium buildings, a new marina office, the destruction of
the existing hotel and construction of a new hotel. Modification of the existing stormwater
management system, construction of an additional stormwater management system,
parking and roads will also be performed. The disturbed area created by the proposed
work includes most of the existing 16.42 acres.
The project site is divided into two drainage areas for the purposes of stormwater
management, with one area containing approximately 11.38 acres and located on the
waterfront portion of the site, and the other containing approximately 5.04 acres and
located on the landward portion of the site. The site is divided by an adjoining property
that currently contains the Outback Steakhouse. Treated stormwater discharged from the
Outback's wet detention basin passes through the existing onsite detention basin enroute to
the Trent River. Because this stormwater is added to the drainage area 1 runoff, the
drawdown time for the storm pool in this pond is set closer to the 5 day maximum limit.
An existing stormwater wet detention basin serves the waterfront portion of the
project site. The permanent pool of this basin has an existing depth ranging from
approximately 2 to at least 6 feet deep. This basin will be modified to a 6 feet deep
permanent pool, a new outlet structure will be installed, and designed to provide treatment
for this portion of the project site and the Outback discharge mentioned above.
A new wet detention basin is proposed to treat the stormwater runoff from the
landward portion of the project site. The permanent pool is 4 feet deep.
Both the existing (modified) and proposed basins provide the required SA/DA ratios
as indicated by coastal stormwater chart 4, 90~o TSS removal.
2A OF 4

7. How was the off-site impervious area listed above derived? _ 1.23 acres is impervious portion of Outback
Steakhouse site on adioinin~ property. Wet detention basin on the 2 03 acre site discharges through drainage area
one (exishnQ) wet detention basm See NCDENR DWQ Permit SW7000927
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. Tire following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued h~ the Division of Water Quality. These covenants may not he changed
or deleted without t)ze consent of the State.
2. No more than square feet of any lot shall he covered by structures or impeivinus nzate~zals. Iznpezvious
materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood decking or the
water szn face of swinnning pools.
3. Swales shall not he filled in, piped, or altered except as necessazy to provide dzzveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted z~urzoff fironz outparcels nr future development s]zall be directed into the pez7nitted stoz7nwater control system.
These connections to the stormwater control system shall he performed in a manner that maintains the integ-r7h~ and
pezformance 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 FORMS
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 forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

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.
1. 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 X420 (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 8~ 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 sizes, 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, PE
PO Box 3496
New Bern, NC 28564-3496
[phone] ofc 637-3100 fax
bob@robertmchilespe. com
VIII. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in General Information, item 2)Joseph E. Thomas 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 r or d, and that the propose project complies with the requirements of 15A NCAC 2H .1000.
Signature: ~. 5 \ 0
Date:
c
Form SWU-101 Version 3.99 Page 4 of 4

e `
~ Permit No.
(to be provided by DWQ~
State of North Carolina Department of Environment and Natural Resources Division of
Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Tltis form mad be photocopied for use as ari original
DWO Stormwater Management Plan Review A complete stonnwater management plan submittal
includes an application form, a wet detention basin supplement for each basin, design calculations,
and plans and specifications showing all basin and outlet structure details.
I. PROJECT INFORMATION
Project I~Tame: BRIDGE POINTE
Contact Person: Robert M. Chiles PE Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:__ Drainage Area 1
elevations
Basin Bottom Elevation ft.
Permanent Pool Elevation ft.
Temporary Pool Elevation ft.
Areas
Permanent Pool Surface Area
Drainage Area ac.
Impervious Area ac.
-3.0 (floor of the basin)
3.0 (elevation of the orifice)
4.5 (elevation of the discharge structure overflow)
24,700 sq. ft. (water surface area at the orifice elevation)
11.38 (on-site and off-site drainage to the basin)
7.15 (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume cu. ft. 116,100 (combined volume of main basin and forebay)
Temporary Pool Volume cu. ft. 39,300 (volume detained above the per-maraer~t pool)
Forebay Volume cu. ft. 23,400 (approximately 20% of total volume)
Other parameter s
SA/DA~ (Chart 4) 3.65 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice in. 2_0 (2 to 5 day temporary pool draw-down require
Design Rainfall 1 in.
Design TSS Removal 2 90 % (minimum 85% required)
Fonn SWU-102 Rev 3.99 Page 1 of4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed
based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine
the correct value for nonstandard table entries.
2
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is
designed to provide 90%TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal
and 90%TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative
Code Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
licants Initials
. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
. The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
/ The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the ountleLt (includ/e non-erosive flow calculations)
f. The basin length to width ratio is greater than 3:1. ~`'~ - ! " e~ ~-sS US tct
,~
g. ~ The basin side slopes above the permanent pool are no steeper than 3:1. No ~~
h. ~v A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
5~.~ l~ p~escNt'
i. ~ Vegetative cover above the permanent pool elevation is specified.
2. ,~.jAcervT :o Pus~lc
j. ~ A trash rack or similar device is provided for both the overflow and orifice. MtvE ~,4 ~,~` ss
k. No A recorded drainage easement is provided for each basin including access to nearest right-of--way.
1. ~If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
rn~ '~~A mechanism is specified which will drain the basin for maintenance or an emer enc
g Y
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and
the vegetated filter if one is provided.
This system (check o~ie) O doesJ~ does not incorporate a vegetated filter at the outlet. This system
(check one) O does does not incorporate pretreatment other than a forebay.
Fonn S~'U- ] 02 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool
occurs within 2 to 5 days as designed.
1. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
2. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
3. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water
quality (i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5
When the permanent pool depth reads 4.5
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 3
Sediment
Bottom
El. - I. S 17~
------------
on - 3
SedimentRe.moval Elevation-~'S
Bottom Elevation ' 3
FOREBAY MAIN POND
750.0-
"~a,o
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perfornl maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form S WU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basis. _~~s'r.m ;call re maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to
any changes to the system or responsible party.
Print name: Mr. Joseph E. Thomas
Title: Member/Manager
Address: 1315 So. Glenburnie Rd.
New Bern, NC 28561
Phone:
Signature:
Note:
(2~ 637-7985
~~
Date:
ly responsible party should not be a homeowners association unless more than 50% of the lots have
: of the subdivision has been named the president.
The 1
been sold and a resi
I, ~--15C~ ~ . ~b 2(~ p , a Notary Public for the State of
ter--I-~ cAl'~~ l ('~,~County of C f~,l(I~.h , do hereby certify that
S45~ph ~ - 1 r~-' Mc~S personally appeared before me this day of
~"~ ~ OZ~o ,and acknowledge the due execution of the forgoing wet detention basin
maintenance requirements. Witness my hand and official seal,
\\\\``~~1~11111II f!l// j~~~i
`\\\~P~, M o2~~Ci,,~~/
v ' ~OTARy~~'
_
~9s pUe~~G ~.~
~~~~ ~ i / / /F N / C I o I v 1 N . ~ ` \ \ \ `~
SEAL
My commission expires 5 ~ I ~ I a~ l
Form SWU-102 Rev 3.99
~~~~
Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina Department of Environment and Natural Resources Division of
Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
TI2is form may he photocopied for use as an original
DWO Stormwater Management Plan Review A complete stormwater management plan submittal
includes an application form, a wet detention basin supplement for each basin, design calculations,
and plans and specifications showing all basin and outlet structure details.
I. PROJECT INFORMATION
Project Name: BRIDGE POINTE
Contact Person: Robert M. Chiles PE Phone Number: X252) 637-4702
For projects with multiple basins, specify which basin this worksheet applies to: Drainage Area 2
elevations
Basin Bottom Elevation ft. 1.0 (floor of the basin)
Permanent Pool Elevation ft. 5.0 (elevation of the orifice)
Temporary Pool Elevation ft. 6.0 (elevation of the discharge structure overflow)
Areas
Permanent Pool Surface Area 12,588 sq. ft. (water surface area at the orifice elevation)
Drainage Area ac. 5.04 (on-site and off-site drainage to the basin)
Impervious Area ac. 2.79 (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume cu. ft. 31,000 (combined volume of main basin and forebay)
Temporary Pool Volume cu. ft. 13,250 (volume detained above the permanent pool)
Forebay Volume cu. ft. 5,950 (approximately 20% of total volume)
Other parameters
SA/DA1(Chart 4) 5_3 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice in. 1_5 (2 to S day temporary pool draw-down required)
Design Rainfall 1 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed
based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine
the correct value for nonstandard table entries.
2
In the 20 coastal counties, the requirement for a vegetative filter maybe waived if the wet detention basin is
designed to provide 90%TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal
and 90% TSS removal.
II. REQtiIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative
Code Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a ~ .The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b~?. The forebay volume is approximately equal to 20% of the basin volume.
c The temporary pool controls runoff from the design storm event.
d• The temporary pool draws down in 2 to 5 days.
e. ^t~~- If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow calculations)
f. The basin length to width ratio is greater than 3:1. C ~ U0~ TS (JS ~~
g The basin side slopes above the permanent pool are no steeper than 3:1.
h• -~ A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail). ~~,J
~ ~' `=~ J R~Gg/uT TO
i. Vegetative cover above the permanent pool elevation is specified. v /
J• A trash rack or similar device is provided for both the overflow and orifice.
k• Q A recorded drainage easement is provided for each basin including access to nearest right-of--way.
1. ~ If the basin is used for sediment and erosion control during construction, clean out of the
~/f basin is specified prior to use as a wet detention basin.
m• (~" ~~ A mechanism is specified which will drain the basin for maintenance or an
emergency
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and
the vegetated filter if one is provided.
This system (check one) ~ does does not incorporate a vegetated filter at the outlet. This system
(cl:eck one) Q does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99
Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool
occurs within 2 to 5 days as designed.
1. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
2. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
3. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water
quality (i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to deternine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads _3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _3 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
p Permanent Pool Elevation ~
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Sedim ent Re oval El. 2 7j ,o
-------------- - SedimentRemoval Elevation ~ -
7~°,'0
Bottom Ele •ation / o,o ______________________________________
Bottom Elevation / _'j°,'u
FOREBAY MAIN POND
Form SWU-102 Rev 3.99
Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the perforn~ance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to
any changes to the system or responsible party.
Print name: Mr. Joseph E. Thomas
Title: Member/Manager
Address: 1315 So. Glenburnie Rd.
New Bern, NC 28561
Phone: (2,~L~ 637-79
Signature ~~ Date: J ` ©~
NOte: The le lly responsible party should not be a homeowners association unless more than 50% of the lots have
been sold and a resident of the subdivision has been named the president.
I~ ~( ~,,~/~~ ~~~ - ~~ ~ ~0 , a Notary Public for the State of
(~pf~ \LhJ~C.~~t~}~-~-,,, County of C y~(~'~ , do hereby certify that
~o~-,~h ~ • - Y `~~"`~~S personally. appeared before me this day of
o~.~(o, and acknowledge the due execution of the forgoing wet detention basin
maintenance requirements. Witness my hand and official seal,
\\~~~~111tf 111111/ll~~b
~~~~~ 8' M ~2/ ~~~~i
v~ ~OTARy:O
s
=~'
9•• A~/BL,G ~
SEAL
My commission expires ~ ~ ~ a-~
Form SWU-102 Rev 3.99
~~~~
~is~B hl~~n~ya
Page 4 of 4

SUPPLEMENTAL DRAWING
PORTION OF USGS QUADRANGLE NEW BERN

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Name: NEW BERN
Date: 4/21/2006 Location: 035° 05' 51.6" N 077° 02' 17.3" W
Scale: 1 inch equals 2000 feet Caption: BRIDGEPOINTE SITE
NEW BERN, NC
~cl

MANAGEMENT PLAN
NARRATIVE
PROJECT DESCRIPTION
This project involves the development of a 16.42-acre parcel of land located along the
James City waterfront at the confluence of the Trent and Neuse Rivers, opposite from
downtown New Bern. The existing site contains the BridgePointe Hotel, and is approximately
95% impervious overall. Work associated with the project includes preparation of the site for
construction of 3 residential condominium buildings, a new marina office, the destruction of
the existing hotel and construction of a new hotel. Modification of the existing stormwater
management system, construction of an additional stormwater management system,
parking and roads will also be performed. The disturbed area created by the proposed
work includes most of the existing 16.42 acres.
PHASED CONSTRUCTION
Construction of this project is proposed to be divided into three phases. Understanding the
phases requires knowledge of the assumed building numbering that is as folows; building
one is located on the peninsula, building two is located south of building one, and building
three is located where the existing hotel is currently. The location of these three buildings is
within the waterfront portion of the project site (north of Outback Steakhouse) .The
proposed hotel will be located on the landward portion of the project site (south of
Outback Steakhouse).
During phase one, the existing stormwater basin will be modified to the proposed
dimensions, a new outlet structure constructed, the proposed forebay wall constructed, and
the stormwater pipe network for buildings one and two installed. Construction of buildings
one and two will follow, with appropriate site preparation and manipulation. Both
proposed driveways and connecting road portions will also be constructed during this
phase to the extent that access to the existing hotel, the new buildings, and Outback
Steakhouse will be established or improved.
Phase two will probably begin with demolition of the existing hotel and associated
improvements, and conclude with the construction of building three. Replacement of the
existing wooden bulkhead will occur during this phase. Note, the alignment of the existing
wooden bulkhead shall not change, however, in portions of the alignment, the height of the
structure will be increased. Replacement or new construction of sidewalks immediately
behind the bulkhead (similar to those already present), new connections to the existing
marina, and other provisions required to provide public access along the bulkhead will be
installed. The stormwater pipe network intended to serve building three will be installed
toward the beginning of this phase.
Construction of the proposed new stormwater basin and associated pipe network will
initiate phase three. Construction of the proposed hotel, attendant parking and drives will
follow.
It is unclear which phase will involve the demolition of the existing dock master's/marina
office or during which phase construction of the proposed dock master/marina office will
occur. It is anticipated that construction of the new office will precede demolition of the

NARRATIVE (cont'd)
existing office, with construction probably occurring as a final portion of phase one.
Accordingly, demolition of the existing office will likely occur during the demolition portion of
phase two.
Depending upon information that arises during construction, phases two and three as
described above may be reversed. It is also likely that there will be some overlap of
activities within the phases herein described.
Phases one and two construction is primarily located within drainage area one, and
improvement or modification of the existing stormwater system will be correspond with the
proposed construction.
Phase three construction is contained entirely within drainage area two. Construction of
the stormwater system proposed for this drainage area will occur prior to construction of any
impervious surfaces other than roads.
SITE DESCRIPTION
The project site is located along the James City waterfront at the confluence of the Trent
and Neuse Rivers, opposite from downtown New Bern. The site contains 16.42 acres, and is
divided into drainage areas by the adjoining property containing the Outback Steakhouse.
Drainage area one contains 11.38 acres and is the waterfront portion of the site. Drainage
area two contains 5.04 acres and is the landward portion of the site. Jurisdictional wetland
areas are located waterward of the existing bulkhead, near the existing hotel, along a
portion of the drainage feature located between the site and US 17/70 Business, and within
the adjacent railroad right-of-way.
ADJACENT PROPERTY
The site is bounded to the north by the Trent River, the east by US Highway 17/70 Business, to
the south by Howell Road, and to the west by a Norfolk Southern/East Carolina Railroad
right-of-way.
SOILS
According to the USDA Soil Survey of Craven County, soils at the project site are classified as
Udorthents, loamy (Ud) and a fill area. Site specific geotechnical investigations have been
performed and the report of findings is available for review upon request.
MAXIMUM ALLOWABLE IMPERVIOUS AREA
The stormwater management system is designed to meet the requirements for the proposed
re-development of the site as indicated on the stormwater plans. Proposed impervious
percentages were rounded to the next highest S% to provide an allowance in the system for
minor changes in the building and attendant road alignments that may arise during plan
finalization.

NARRATIVE (cont'd)
COMPLIANCE CERTIFICATION
Upon completion of construction and prior to 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
drawings, specifications, and any additional supporting documentation.
STORMWATER BEST MANAGEMENT PRACTICES
SYSTEM OVERVIEW
The stormwater management system proposed for this site consists of pipes and two wet
detention basins. One wet detention basin is located in each of the proposed drainage
areas. The basins are sized to treat the runoff from their respective drainage areas at
buildout. The basin in drainage area 1 is an existing pond that is slightly modified to include
a forebay wall, a re-established 6-feet deep permanent pool, and a new outlet structure.
The basin in drainage area 2 is designed with a permanent pool depth of four (4) feet, and
side slopes according to current DWQ design standards. The basins discharge into an
existing roadside Swale that discharges to the Trent River a tributary of the Neuse River.
WET DETENTION BASINS
The ponds shall be located as shown in the stormwater drawings and constructed or
modified as indicated in the applicable details. Basin one is intended to retain asix-feet
deep permanent pool of water with a surface at elevation 3 feet. Basin two is intended to
retain afour-feet deep permanent pool of water with a surface at elevation 4 feet. The
design bottom elevations are -3 feet and 0 feet, respectively. The maximum temporary
storm pool elevations are at 4.5 feet in basin one and 5 feet in basin two.
Discharge risers shall be installed in the ponds as indicated and detailed in the stormwater
drawings. The riser in basin one shall be constructed using 3 runs of 24-inch diameter
reinforced concrete pipe, and aesthetically incorporated into the proposed retaining wall
adjacent to the basin. The discharge structure in basin two shall be constructed using a 4-
foot diameter corrugated metal riser and a 36-inch diameter discharge pipe constructed of
the same material. Pipe inverts, riser crests, discharge orifices, and pipe slopes are indicated
on the stormwater drawings.
Rip rap outlet protection shall be installed where the stormwater pipes discharge into the
basins and outlet swales. The rip rap shall be placed at a thickness that is approximately 1'/2
times the nominal size of the stones or six inches, whichever is greater. The area where rip
rap is proposed for installation shall be undercut so that the resulting rip rap surface is at or
slightly higher than the grade indicated in the stormwater drawings. See the rip rap outlet
protection detail on the stormwater drawings for other dimensions.

i
CALCULATIONS
The following calculations are presented by drainage area. The calculations assume that all roof
drains from the proposed buildings are connected to the stormwater pipe network and directed
through the respective stormwater basin.
Drainage Area 1
Project Area 1 1.38 acres
Impervious (buildings) 3.67 acres
Impervious (pavement, sidewalks) 3.48 acres
Lawns, Landscape, woods, etc. 4.23 acres
Off-site area entering pond
(Discharge from Outback Steakhouse stormwater system)
PERMANENT POOL SURFACE AREA REQUIRED /PROVIDED
Projected Percent impervious
Proposed Permanent Pool Depth
SA/DA Ratio (Chart 4, 90% TSS Removal)
Surface Area Required = 495,700 x 3.65 / 100
Surface Area Provided
STORM POOL STORAGE VOLUME REQUIRED /PROVIDED
1"Runoff from Impervious Area (31 1,500 sq, ft., Proposed)
311,500 sq. ft. x 1 / 12 ft =
1 "Runoff from Pervious Area (20% Runoff Coefficient)
184,200 sq. ft. x 0.20 = 36,840 sq. ft.
36,840 sq. ft. x 1 / 12 ft =
Total Volume Required:
Storm Volume Provided (Estimated) _
STORM POOL DRAWDOWN (1 Inch Rainfall)
Orifice Flow Cd =
Orifice =
A =
h =
Note: Calculated daily discharge rate
Inflow from Outback (Outback's drawdown rate)
Realized discharge rate
0.60
2.0" dia. hole
0.0218 sq. ft.
32.2 ft/sec
0.75 ft. (0-18" rise avg.)
495,700 sq, ft.
159,900 sq. ft.
151,600 sq. ft.
184,200 sq. ft,
88,580 sq. ft.
= 62.8 % (use 65%)
= 6.0 ft.
= 3.65
= 18,093 sq. ft.
= 24,700 sq. ft.
25,958 cu. ft.
3,070 cu. ft.
29,028 cu. ft.
39,300 cu. ft.
Q = CdAf2gh
Q = 0.0909cfs
Q = 5.45cfm 1`~t~'~
Q = 327 cfh ~\\~N C q ~~~/~
Q = 7,854 cfd\~~~Q,'~o~E$Sj~•~1~~/~
~O•
7,854 cfd =? ~ Q~ ~~ S'
SEAL •~~ ;
1,604 cfd ~ 28925
6,250 cfd ~ ~ ~ •:
~r'~iC S;G1N~~ ~~~`
Drawdown: 29,028 cu. ft. stored runoff / 6,250 cu. ft./day = 4.64 days l/~~~{, ~,1~~\ ,;

CALCULATIONS (cont'd)
Drainage Area 2
Project Area 5.04 acres
Impervious (buildings) 0.44 acres
Impervious (pavement, sidewalks) 2.35 acres
Lawns, Landscape, woods, etc. 2.25 acres
Off-site area entering pond
PERMANENT POOL SURFACE AREA REQUIRED /PROVIDED
Projected Percent Impervious
Proposed Permanent Pool Depth
SA/DA Ratio (Chart 4, 90%TSS Removal)
Surface Area Required = 219,540 x 3.65 / 100
Surface Area Provided
STORM POOL STORAGE VOLUME REQUIRED /PROVIDED
1"Runoff from Impervious Area (104,350 sq. ft., Proposed)
104,350 sq. ft. x 1/12 ft =
1"Runoff from Pervious Area (20% Runoff Coefficient)
98,000 sq. ft. x 0.20 = 19,600 sq. ft.
19,600 sq. ft. x 1 / 12 ft =
Total Volume Required:
Storm Volume Provided (Estimated) _
STORM POOL DRAWDOWN (1 Inch Rainfall)
Orifice Ffow Cd =
Orifice =
A =
9 =
h =
0.60
1.5" dia. hole
0.0218 sq. ft.
32.2 ft/sec
0.50 ft. (0-18" rise avg.)
219,540 sq. ft.
19,100 sq. ft.
102,440 sq. ft.
98,000 sq. ft.
0 sq. ft.
= 55.4 ~ (use 60%)
= 4.0 ft.
= 5.30
= 1 1,636 sq. ft.
= 12,588 sq. ft.
8,696 cu. ft.
1,633 cu. ft.
10,329 cu. ft.
13,250 cu. ft.
Q = CdAf2gh
Q = 0.0419cfs
Q = 2.51 cfm
Q = 151 cfh
Q = 3,618 cfd
Drawdown: 10,329 cu. ft. stored runoff / 3,618 cu. ft./day = 2.85 days
~~v~N6CAR~~/~
~~~~-4oFfc83i0 ~1~~~~
`~ 28925
~'~'~~ E; t ! 11\~\

CALCULATIONS (cont'd)
ELEVATIONS OF PROPOSED WET DETENTION BASIN ELEMENTS (NAND '88)
Drainage Area 1
Bottom Elevation -3.0'
Permanent Pool Elevation 3.0'
Storm Pool Elevation 4.5'
Outlet Riser Crest (Emergency Spillway) 4.6'
Top of Bank Elevation 5-8.0'
Drainage Area 2
Bottom Elevation ~ 0'
Permanent Pool Elevation 5.0'
Storm Pool Elevation 6.0'
Outlet Riser Crest (Emergency Spillway) 6.1'
Top of Bank Elevation ~ p~
MAINTENANCE
CONSTRUCTION PHASE
The Owner shall ensure that all erosion and sediment control measures are installed prior to
the start of construction. Their proper operation shall be checked not less than once every
week during construction, and following every runoff-producing rainfall. All deficiencies
shall be repaired immediately and in accordance with the permitted Erosion and Sediment
Control plan.
The stormwater management system shall be constructed in its entirety, vegetated, and
made operational for its intended use within the appropriate drainage area prior to the
construction of any impervious surfaces other than roads.
At least weekly during, and at the close of the construction phase of the project, the wet
detention basin shall be inspected, repaired as needed, cleaned of sediment and trash,
and otherwise restored to the design grades. The inspections shall include the following:
• Check the embankments for erosion damage, (i.e., loss of vegetative cover,
piping, sloughing, settlement)
• Check the wet detention basin outlet structure for proper function, damage
and/or blockages.
• Check the basins for accumulated sediment, trash and other debris.
• Check the wet detention basin fences for accumulated trash and damage.
Any damages discovered during an inspection shall be repaired immediately. Re-
sod/reseed/replant bare areas as needed to maintain specified vegetative coverage.
Regrading or repairing of the side slopes shall include re-seeding, trimming and/or mowing,
as needed. All necessary repairs shall be performed prior to close-out of the construction
phase.

MAINTENANCE (cont'd)
ROUTINE MAINTENANCE
The Owner shall maintain a copy of the approved stormwater drawings and specifications
for a period equal to the life of the permit unless otherwise required by the permit.
The Owner shall properly maintain and operate, or provide for the maintenance and
operation of the approved stormwater management system 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 system.
The Owner shall maintain records of all maintenance activities and these shall be made
available, upon request, to authorized personnel of the Division of Water Quality. These
records shall indicate the date of the activity, the name of the person performing the work
and what actions were taken.
The Owner shall not fill in, alter, or pipe any vegetative practices (swales, ponds) shown on
the approved drawings as part of the stormwater management system without submitting a
revision to the stormwater permit and receiving approval from the Division of Water Quality.
Also, the following items will require a modification to the permits: transfer of ownership,
project name change, redesign or addition to the approved impervious surfaces area, and
any revision to the approved plans. The Division of Water Quality may determine that other
revisions to the project require a modification to the permits.
Mowing
The side-slopes, embankments, buffer areas, and other grassed areas shall be
mowed as required to maintain a maximum height of six inches during the main
growing season and at least two other times during the year to prevent woody
growth and to control weeds.
Inspections
The Owner shall inspect the stormwater management system after every significant
runoff-producing rainfall event and at least;
Monthly for (but not limited to) the following:
sediment accumulation; trash accumulation; erosion, subsidence, cracking
or bare areas on embankments or side slopes; obstructions or clogging of the
stormwater pipe culverts, the wet detention basin outlet structures and
discharge pipe outlets;

MAINTENANCE (cont'd)
Quarterly in addition to the monthly requirements:
for permanent pool depth; for the condition of all swales, rip-rap, and
ditches.
Semi-annually in addition to the quarterly requirements:
to ensure the intended function is still provided; to determine the rate of
sediment accumulation; to check the condition of the fences; for any
modifications which have occurred to the contributing watershed (beyond
those proposed) that will increase the amount of runoff directed to the
system.
Inspections shall be carried out with the approved stormwater plans (specifications
and drawings).
Occasionally inspections shall be conducted during wet weather, or times of
extreme weather to determine if the system is functioning properly and if not, to
identify problem areas.
Deficiencies identified during inspections shall be corrected immediately.
Erosion Control
Corrective measures and repairs shall be done immediately to the project area and
stormwater management system where settlement, sloughing, and/or erosion have
occurred. Re-sod, reseed or replant as necessary to maintain good vegetative
cover. All repairs shall be done in accordance with the approved erosion and
sediment control and stormwater management plans.
Sediment Removal.
Sediment removal from the wet detention basin shall be performed when the basin's
permanent pool is reduced to 75~ of the original design depth, unless otherwise
specified by the permitting agencies.
The measuring device used to determine the wet detention basin's permanent pool
depth shall be such that it will give an accurate depth reading and not readily
penetrate into accumulated sediments.
Drainage Area 1
When the permanent pool depth reads 54 inches (4.5 feet) in the main pool,
the sediment shall be removed.
When the permanent pool depth reads 54 inches (4.5 feet in the forebay,
the sediment shall be removed.

MAINTENANCE (cont'd)
Drainage Area 2
When the permanent pool depth reads 36 inches (3 feet) in the main pool,
the sediment shall be removed.
When the permanent pool depth reads 36 inches (3 feet) in the forebay, the
sediment shall be removed.
Sediment removal from other portions of the stormwater system shall occur when
accumulations affect system function and/or designed grades.
The Owner shall ensure that removed sediment is disposed of in accordance with
applicable regulations and that it is not handled in a manner that will adversely
impact water quality (i.e., stockpiling near a wet detention basin, discharging into or
near a stream, wetlands, etc.).
Debris and Litter Removal
Debris and litter removal from the wet detention basin shall be included as a part of
the inspection process and periodic mowing operations. Particular attention shall
be paid to areas around drainage structures where debris may cause
clogging/obstructions. All trash and debris removed shall be disposed of in
accordance with applicable regulations.
NON-ROUTINE MAINTENANCE:
Emergency Draining
The Owner shall have a pump(s) available that is (are) capable of draining the wet
detention basins for maintenance activities in the event that the decant structures
become clogged or for other emergency situations.
If a basin must be drained in this manner, then the flushing of sediment through the
outlet shall be minimized to the maximum extent practical.
Structure Repairs and Replacement.
The Owner shall replace all deteriorated inlet/outlet works when deterioration from
use or age causes them to fail and/or function improperly.
MAINTENANCE COST:
The Owner shall be responsible for all costs associated with the maintenance (routine or
otherwise) and operation of the stormwater retention pond/wet detention basin system.

RESPONSIBLE PARTY
I acknowledge and agree by my signature below that Bridge Pointe Development,
LLC is responsible for 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 that will
require a modification to the permit.
Name of Owner/Responsible Party: Bridge Pointe Development, LLC
Address: 131 S So. Glenburnie Rd.
New Bern, NC 28561
Phone Number: (252) 637 - 7985
Name 8~ Title: Mr. Joseph E. Thomas
ber/M Hager
Signature: ~`
Date: ~ S.O
rrII
Notary Public: I, ~-I SQ ~ - ~~Z(~X> a Notary Public for the State of r--~-}'~
Count of -~ ~~Inc~
y --~-~'-~ , do hereby certify that
personally appeared before me this~ay of
- 20~C~, and
acknowledged the due execution of the foregoing stormwater system
maintenance requirements. Witness my hand and official seal.
otdry Public SEAL
r~~k3. ~(ozr n5a
My commission expires: ~ jg ~ a~c~

DRAWINGS
DRA-WINGS
NCDOT Standard Drawings 840.02 and 840.14
BRIDGE POINTE
STORMWATER MANAGEMENT PLAN
(See Sheet Names Below)
FOR
BRIDGE POINTE DEVELOPMENT, LLC
prepared by
ROBERT M. CHILES, P.E.
SW 1.00: Existing Conditions
SW 1.10 : Proposed Conditions
SW 1.20 : Proposed Pipe Network
SW 1.30 : Drainage Area 1
SW 1.40 : Drainage Area 2

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`~ (i William G. Ross Jr., Secretary
~ r North Cazolina Department of Environment and Natural Resources
~ .~ Alan W. Klimek, P.E. Director
Division of Water Qualify
June 2, 2006 ~ ~ - 17 ~ 2~ V a
Mr. Joe Thomas, Member/Manager
Bridge Pointe Development, LLC
1315 So. Glenburnie Rd.
New Bem, NC 28561
Subject: Stormwater Permit No. SW7060520
Bridge Pointe
High Density Project -Redevelopment
Craven County
Dear Mr. Thomas:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Bridge Pointe Redevelopment on May 19, 2006. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Reggulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7060520 dated June 2, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 2, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 1506 of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
Sincerely,
I
~>... ~-
AI Hodge O 1 '~
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7060520
cc: Rober M. Chiles, PE u ~~
New Bern Building Inspections ~11M~
Washington Regional Office U l'! D
Central Files A(lG ~ ~
9 2on6 ~tu a
all~~~q
North Carolina Division of Water Quality Washington Regional Office Phone [phone] F T~'~ ~ t mcr Service
Internet: www.ncwaterquality.org 943 Washington Squaze Mall, Washington, NC 27889 """'~rOI~My~,~~~ 748
An Equal OpportunitylAffirmative Action Employer- SD% Recycled110% Post Consumer Paper

State stormwater Management Systems
rciiiu~ivv. ovv~vuu:~w
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bridge Pointe Development, LLC
Bridge Pointe
Craven County
FOR THE
construction, operation and maintenance of two wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules'
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 2, 2016, 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 in Section 1.6 on page 3 of this permit. The stormwater
controls have been designed to handle the runoff from 9.94 acres of impervious
area with existing 1.23 acres of off-site area.
3. The tract will be limited to the 9.94 acres of built-upon area within the total project
area of 16.42 acres as indicated on the application and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from .all built-upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems per
approved plans.
Page 2 of 7

State stormwater Management Systems
Permit No. SW7060520
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Pond 1 Pond 2
a. Drainage Area, acres: 11.38 5.04
b. Total Impervious Surfaces, ac: 7.15(+1.23off--site) 2.79
treated sw
c. Design Storm, inches: 1.0 1.0
d. Pond Depth, feet: 6.00 4.00
e. TSS removal efficiency: 90% 90%
f. Permanent Pool Elevation, FMSL: 3.00 5.00
g. Permanent Pool Surface Area, ft2: 24,700 ~i2,588
h. Permanent Storage Volume, ft3: 116,100 31,000
i. Permitted Forebay Volume, ft3: 23,400 5,950
i. Temporary Storage Elevation, FMSL: 4.50 6.00
j. Temporary Storage Volume, ft3: 39,300 13,250
k. Controlling Orifice: 2.0" ~ pipe 1.5" ~ pipe
I. Receiving Stream/River Basin: Trent River / Ne use
m. Stream Index Number: 27-101-(39)
n. Classification of Water Body: "SB; Sw, NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management systems shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State stormwater Management Systems
Permit No. SW7060520
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. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of
Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed
certifying.that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other supporting
.documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be
required for those deviations,
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all propertyy owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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.
Page 4 of 7

State stormwater Management Systems
Permit No. SW~060520
13. This permit shall be effective from the date of issuance until June 2, 2016.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 2"d day of June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- ~-- O -- ' - for
Alan W. Klimek, P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page5of7

State Stormwater Management Systems
Permit No. SW7060520
Page 1 of 2
Bridge Pointe Redeveloppment
Stormwater Permit No. SW7060520
Craven County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW~060520
Page2of2
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Bern Building Inspections
Page7of7

M
h
C'~.©5 ~2>c ~~
~r/ 17(~slin-G5 ~j
D ~O - o g 2 °~ V ~--
CAMA MAJOR PERMIT APPLICATION
FOR
BRIDGE POINTS
100 HOWELL ROAD,
NEW BERN, NORTH CAROLINA
DEVELOPED BY
BRIDGE POINTS DEVELOPMENT, LLC
1315 SO. GLENBURNIE DR.
NEW BERN, NC 28561
JOSEPH E. THOMAS, MEMBER/MANAGER
BRIDGE POINTS DEVELOPMENT, LLC
CONTACT PERSON
[phone]
PREPARED BY
~t,`~ a .. ~,~, ,/
~~~ SEAL ~ ~~=
e
28925
,.
~~i, i F,~,Q I N~,~Q;•~`~
Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
Engineers 8~ Consultants
417-A Broad Street
P.O. Box 3496
New Bern, N.C. 28564-3496
~~4
bin
AEG 0 U
'~ ?006
~~~~u~~~
~4VCy
May 16, 2006
Job No. 2005210

TABLE OF CONTENTS
APPLICATION FORMS
APPLICATION FORM DCM-MP-1
EXCAVATION AND FILL FORM DCM-MP-2
UPLAND DEVELOPMENT FORM DCM-MP-3
NARRATIVE
PROJECT DESCRIPTION
SITE DESCRIPTION
PHASED CONSTRUCTION
RIPARIAN ADJOINERS
ATTACHMENTS
COPY, AUTHORIZED AGENT ASSIGNMENT
US ARMY CORPS OF ENGINEERS WETLAND DETERMINATION
CRAVEN COUNTY DEED BOOK 2338, PAGE 361
COPIES, ADJOINER NOTICES W/DRAWINGS 8~ USPS CERTIFIED MAIL RECEIPT
ZONING COMPLIANCE CERTIFICATE
WATER AND SEWER PROVISION LETTER
DRAWINGS
BRIDGE POINTE
CAMA PERMIT APPLICATION
(See Sheet Names Below)
FOR
BRIDGE POINTE DEVELOPMENT, LLC
prepared by
ROBERT M. CHILES, P.E.
CAMA 1.00: Existing Conditions
CAMA 1.10 : Proposed Conditions
CAMA 1.20 : Peninsula Area Plan and Sections
CAMA 1.30 : Existing Hotel Area -Plan and Sections
CAMA 1.40 : Proposed Building 3 Area -Plan and Sections
CAMA 1.50 : Proposed Hotel Area -Plan and Sections
CAMA 1.60 : Architectural Elevations

APPLICATION FORM DCM-MP-1
EXCAVATION AND FILL FORM DCM-MP-2
UPLAND DEVELOPMENT FORM DCM-MP-3

Form DCM-IISP-1
APPLI A
TI
N
(To be compkxed by all applicants)
b. Ci ,town community or landmark
~~ ~ ~~~
1. APPLICANT .
a. Landowner:
Name ~ ~-'~~-~ 1"a~„~.c-~ I J~~w P.n E,u ~ ~. ~
Address 1~3 ~S S v t~~c~v~3U2rurE ~n
City

State N C-
Zip Z~S~ l Day Phone( z~ ~ 3? 795
Fax
b. Authorized Agent:
Name ~~3=zi ~ ~-ic.~'S ~~
Address ~O g vx, 3 ~~ ~
City `+~ gs ~ State ~ ~'
Zip ~~ Day Phone ~Zy2~ X37 `~7o Z
Fax ~~ ~37~3r `7L~
~v~i ~ rc~ic.~'-t-.n-, c.1.;1es (? a ;w~
c. Project name (if any) ~~~UE ~~rN'iF
1V~D7E: Pern~it will be issued is mm~e of kwdowner(sJ, ad/or
Pro1td IIQfit.
2. LOCATION OF PROPOSED
PROJECT
c. Street address or secondary road number
d. Is proposed work within city Limits or planning
jurisdiction? ~_ Yes No
e. Name of body of water nearest Qr_o,~ect (e.g. river,
creek, sound, bay) i ~E,,-~- ~ ~ y6-t
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 fjlling activities.
5 5%rtvcTuftFs 3 r2i:5ioCrq'rAL ~n^lonNNlv~~
( MA ~i! Nr. ofFt c~ .. / t~'o'jZ [J S i ~ G Q~~NCa~
~~~ k ~ -P[/lc.E.MENi ~S^.h~ p-~rc,NrnEN~
~uAt.Du~rs~k P~~Uc.S~OcwA21t
b. Is the proposed activity maintenance of an existing
project, new work, or both? r3o~rrf
c. Will the project be for public, private or commercial
use? ~2luq.%Z Qrc7los.,tcES~. /~~n,,uc GlA~2~,to+~
i}~~ ffo~G
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.
G O~S?7[u cT~ oN -'/i C-7~O 1~S C+O MMO/') ~'Q
S ~'1~ y(LsnrM4 . P~~ "r~~ca /r>'Jc.,. U?~LIr~ES
~ySTALt.A~AoNI CpntsTTttl cr1oN o F ~/uCE-'~
f~+d~ sTr£L /-tU~T7si3~ 8u1~PrnlaS krnlG
CnA+cP~y£5 lA~/c~nc~ A,,,~~ .cA+~~schP~Nci
a. County ~~~'~~ ~
o ~ ~Q~ p
AU G ~ 9 2006
~~a o3~s
u~ano~ AND ST EORMWI-'~ DRAI~ICN

- Form DCM-IISP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ~ ~ • ~ Z-
b. Size of individual lot(s) ^1 ~"
c. Approximate elevation of tract above MHW or
NWL 3 ~~ ~ -
d. Soil type(s) and textuce(s) of tract
Co~a~-c.Tc:.~ C9~ec. ~ P~,~.~~~-: SEc
5 O t~.5 ~cPcutt' j~j ti v~-DE~uy~~lC9 5 0~~
e. Vegetation on tract i.1.wi~,~ L,A-~~s ~Aflnly
I~CfF^~3 s G~S~S A.(Z~V*ip 6,YjS%l~Pk !}'gTEL
f. Man-made features now on tract t3ti ~4~ P ~ ~c
f"~'~L } X11}-/tlntA~
g. What is the CAMA Land Use Plan land
classification of the site? (conat~lt the local lard ~~ ~./
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
.titiXCn US~r Go.rtmC-rcciA2 } G-3
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning taom~plianee cYrtifiaate, ~appliaable)
Has a professional
done for the tract?
If yes, by whom? .
archaeological assessment bees
Yes _~, ~No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register fisted or eligible property?
Yes k No
1. Are there wetlands on the site? x Yes No
Coastal (marsh) ~_ Other ~
If yes, has a delineation been conducted? ~~
(.laocit doatn~entation, iJa-nilable)
m. Describe existing wastewater treatment facilities.
M ynl ~ c,, PA-L r./r--s~~~`1~~- e.E,4~+n ~uT
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.)
v 2f~4c$ QV N o FF
o. Describe existing drinking water supply source.
-i ~ 3c..t L c..Ja~-G ,2- S ~~AL,-.
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 aamrate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2' by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
IPlease 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

_ 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 Dopy of the application and plats
by certified mail. Such landowners must be advisod
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.
Name ~ ~ o~
Address ~9 So. G1~~gv~cNrt Zu
Phone Nt ~ l3ta.X ~l c zss bo - 2T~!!
Name r~ S K2
Address i ~5 SPruNCz ST, 5 W
Phone }~'~+~'+a 4Pr 3b3o3
Name ~ ~- ~Z
Address 2809 ~~~~~~ 31vn s~~q~ /g~>
Phone R~c..~14~~ ~/c 27~o~-ro4o
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
~oNC-
• A check for 5250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - i to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
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 +~ the permit.
I certify that to the best of my lowwledge, 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
pfOject.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the / 2 day of ~, X90 ~ .
Print Nam ~ c L
~oac~- M C1hcEs PL'
Signature .u
La~downrr or Antlior;zed Agnu
Please indicate attachments pertaining to your proposed
project.
~~[ DCM MP-2
DCM MP-3
DCM MPS
DCM MP-S
DCM MP-6
Excavation and Fill Information
Upland Development
Strucxures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCM-MP-2
EXCAVATION
AND FILL
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 that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. Al! values to be given in feet.
Average Final
Eristing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION ~ f h
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL ,~ l ~
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/45

'Form DCM-MP-2
`e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
~_ Bulkhead Riprap
i
b. Length Q~~ autlctf-~1~D `Z~P~~+cCrn~'NT
5t'`' /Ze~r4~ N W C~ 4~A~-~~ 2t~t-hcEME~
c. A~ragT istance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
Z ~fi
e. Shoreline erosion during preceding 12 months
~~~~
(Source of information)
f. Type of bulkhead or-r~r-a~-x~a~er~ .Stf~'~?
~tccs wr%H CAP ~, n~A~,tt~t-~ ~v; yc:T'
~p e`rt Rm~ ~J~'D
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill C Rss"~`~N~
Z'.kro~ x !'d¢eP x Z58' 1vNa
h. Type of fill material 7r~%
i. Source of fill material 0<z1= 5 rTLs $ uRR~ ~
~ ~ f f~/ f-2u ri. G~C~ S TiN cp ?E~ZM r-77~ A
FI-cr<<rrc.s ~~-`~- ?2vTE cT st7~
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? SC-nrmr~r FCNCt"_
Sir-z~~a Sc.oPc 67RJ~y~~JCv, dEyCT.~4-i"'1ya`
~,TY~-3- t-- Z+4i 1 w~I ~ '~`s'TP'F~N ln/t* ti/i4'1C1.5~ 4
~~ 1 kd~~s
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
~~Ryy E4/rPn-a~rT gw~a TD ~ lt£ 1Jr~i d2E:
---r
c~ ; ~ ~ ?zor~~T : c/tA~~`'S ~cA~A-7o~s, ~r~E
v2~/d~ts, A~~P Titvc.KS,~/tt ~uZc:res, ~~,
c. Wilt wetlands be cr:,ssed in transporting equipment
to project site? Yes C No
If yes, explain steps that will be taken to lessen
environmental impacts.
~~ 2n ~ Csc~ {~~ ~~r
potent or Project tvame
~ P.~: ~,~ .C~; M c.~~?~ P~
Signature
-~ f.=
Date
Revised 03195

lrorm UI:M-MJt"-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed _5 3ur~7r,,~G,,S ~ I µor~'c.,
f_-n~-~ciN~ or-Fr~t_r ~ ZCs~~c>/r~~-L co~oo- i.
M~nituvHS
b. Number of lots or parcels _ N ~ A
c. Density (give the number of residential units and the
units per acre) 3o'7t~ R~sro~nl~t,,4~ ~~ris
~ ~n P~S~c D W t'f'4~t t N I f . ~ PK ~C ~ OR.a t 0 tl
o R S r'T-L-
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. / ~ . ~ Z '"/-
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 CoN Gu~>y %t, y w r %N
Thf-r 5 ?e 2r'rtri /~-fpLJ cig77d~.!
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 7 ~ % Ekrs%iNy
SY % pKOPoS~A
Revised 03/95
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
~_ Yes No
If yes, date submitted ~'cr,1 cu,crt~uny ~ ~ %rr
'fin s ?c rt,+~ ri AQP L,l G4•~ o tl
Describe proposed method of sewage disposal.
~:n~a£c~"to~ `rte vhunlcc.tPA-~ a/f~s?L~JM''8rL
sj'y~?c-nn.
j. Have the facilities described in Item i. above
received state or local approval? ~s _
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
~c~~QFi~c~ R~~oF+^- s %RGs~c Sro2rh~Jr~rTLe~
s~FP~v ENT AL~~a y vJ~ ~ Frtont ~ ~nrzT7o~J
~+a sr~ E
1. Describe proposed drinking water supply source
. (e.g. well, community, public system, etc.)
m. Will water be impounded? ~,_ Yes ~o
If yes, how many acres? ~PP~~X 2 k~ (s%t~~m -
~.J+~+T't.2 y,rET pcTENT/PN ~j/4SiN,S~
n. If the project is a oceanfront developme t, when
was the lot(s) platted and recorded?
+~' I~ t aJCy ~ ~(~nu T~
C\=~~~~ t ProJed Name
!?
A ~
lure
lL
Drk

NARRATIVE
PROJECT DESCRIPTION
This project involves the re-development of a 16.42-acre parcel of land located
along the James City waterfront at the confluence of the Trent and Neuse Rivers,
opposite from downtown New Bern. The existing site contains the Bridge Pointe
Hotel, and is approximately 95~ impervious overall. Work associated with the
project includes preparation of the site for construction of 3 residential
condominium buildings, a new marina office, the destruction of the existing hotel
and construction of a new hotel. Modification of the existing stormwater
management system, construction of an additional stormwater management
system, parking and roads will also be performed. The disturbed area created by
the proposed work includes most of the existing 16.42 acres.
SITE DESCRIPTION
The project site is located along the James City waterfront at the confluence of the
Trent and Neuse Rivers, opposite from downtown New Bern. The Division of Coastal
Management Area of Environmental Concern (AEC) at this location measures 75
feet landward from the normal water line of the Trent River, and contains
approximately 3.07 acres of the project site. The project site has approximately
1,830 feet of shoreline and 1,865 feet of existing bulkhead/retaining wall. The
existing configuration includes approximately 1,050 feet of concrete capped,
concrete sheet-pile bulkhead, 258 feet of tongue and groove wooden bulkhead
and 557 feet of tongue and groove wooden retaining wall. (Where there is land on
one side and water on the other of the wall, we refer to it as a bulkhead, and
where there is land on both sides of the wall, we refer to it as a retaining wall.)
In its existing configuration, the project site is approximately 90-95% impervious,
primarily due to a compacted gravel surface that is present throughout most of the
site. The site also contains the existing Bridge Pointe Hotel, a marina office building,
and parking areas.
PHASED CONSTRUCTION
Construction of this project is proposed to be divided into three phases.
Understanding the phases requires knowledge of the assumed building numbering
that is as follows; building one is located on the peninsula, building two is located
south of building one, and building three is located where the existing hotel is
currently. The location of these three buildings is within the waterfront portion of the
project site (north of Outback Steakhouse) . The proposed hotel will be located on
the landward portion of the project site (south of Outback Steakhouse).
During phase one, the existing stormwater basin will be modified to the proposed
dimensions, a new outlet structure constructed, the proposed forebay wall
constructed, and the stormwater pipe network for buildings one and two installed.
Construction of buildings one and two will follow, with appropriate site preparation

NARRATIVE (cont'd)
and manipulation. Both proposed driveways and connecting road portions will
also be constructed during this phase to the extent that access to the existing
hotel, the new buildings, and Outback Steakhouse will be established or improved.
Phase two will probably begin with demolition of the existing hotel and associated
improvements, and conclude with the construction of building three. Replacement
of the existing wooden bulkhead/retaining wall will occur during this phase.
Replacement of the existing wooden bulkhead will be performed by installing a
new bulkhead in an alignment no more than two feet waterward of the existing
bulkhead's alignment. Replacement of the existing wooden retaining wall will be
performed by removing the existing and installing a new bulkhead in the same
alignment. In some places, the height of the existing retaining wall structure will be
increased. Replacement or new construction of sidewalks immediately behind the
bulkhead (similar to those already present), new connections to the existing
marina, and other provisions required to provide public access along the bulkhead
will be installed. The stormwater pipe network intended to serve building three will
be installed toward the beginning of this phase.
Construction of the proposed new stormwater basin and associated pipe network
will initiate phase three. Construction of the proposed hotel, attendant parking
and drives will follow.
It is unclear which phase will involve the demolition of the existing dock
master's/marina office or during which phase construction of the proposed dock
master/marina office will occur. It is anticipated that construction of the new office
will precede demolition of the existing office, with construction probably occurring
as a final portion of phase one. Accordingly, demolition of the existing office will
likely occur during the demolition portion of phase two.
Depending upon information that arises during construction, phases two and three
as described above may be reversed. It is also likely that there will be some overlap
of activities within the phases herein described.
Phases one and two construction is primarily located within drainage area one,
and improvement or modification of the existing stormwater system will be
correspond with the proposed construction.
Phase three construction is contained entirely within drainage area two.
Construction of the stormwater system proposed for this drainage area will occur
prior to construction of any impervious surfaces other than roads.
Upon completion of the proposed construction, approximately 54% of the AEC will
be impervious. This represents an approximate 25% reduction in the amount of
impervious surfaces within the AEC from the existing configuration.

NARRATIVE (cont'd)
RIPARIAN ADJOINERS
NC Department of Transportation
Mr. Aaron Everett, District Engineer
209 So. Glenburnie Rd.
New Bern, NC 28560-2741
North Carolina Railroad Company
Mr. Justin Madigan, Assistant Corridor Manager
2809 Highwoods Blvd., Suite 100
Raleigh, NC 27604-1000
Norfolk Southern Corporation
Mr. J.H. Rader, RLS
175 Spring Street, S.W.
Atlanta, Georgia 30303

ATTACHMENTS
COPY, AUTHORIZED AGENT ASSIGNMENT
US ARMY CORPS OF ENGINEERS WETLAND DETERMINATION
CRAVEN COUNTY DEED BOOK 2338, PAGE 361
COPIES, ADJOINER NOTICES W/DRAWINGS 8~ USPS CERTIFIED MAIL RECEIPT
ZONING COMPLIANCE CERTIFICATE
WATER AND SEWER PROVISION LETTER

MEMORANDUM:
FROM: Mr. Joseph E. Thomas
Member/Manager
Bridge Pointe Development, LLC
PO Box 14165
New Bern, NC 28561
TO: Robert M. Chiles, P.E.
Engineers, Consultants, & Marine Surveyor
P.O. Box 3496
New Bern, N.C. 28564-3496
RE: Assignment of right to act as Authorized Agent for Bridge Pointe Development,
LLC, "BridgePointe" project, Howell Road, New Bern, N. C.
TO WHOM IT MAY CONCERN:
By my signature below I, Joseph E. Thomas ,authorize Robert M. Chiles, P.E. to act as
the agent representing Bridge Pointe Development, LLC for the purposes of completing and
submitting Erosion and Sediment Control, Stormwater Management, and CAMA permit
applications and supporting documentation to the North Carolina Division of Environment and
Natural Resources, and answering questions pertaining thereto with respect to the project named
above.
This authorization is eff tive on the date signed
Jo eph E. Thomas D
ate
COUNTY /'PAV~~/
STATE ~loeTt/ cA,exi~vq
I, ~' ~Ni~s ~~ Notary Public for the aforesaid County and
State do hereby certify that ,iosEPN E 'TFIon~A 5 personally appeared before
this ~_ Day of,gnRic, , 20o`and that he acknowledge the execution of
the foregoing instrument.
Witness my hand and seal this Z S' Day of APR«
NOTARY PUBLI
My commission expires: ~~ ~ ~o y
.~
`~~!.~~TAR1- .~,~
_ _,_
n'• '0UBL1G U
3~yL ~~r

(Page 1 of 7)

~ Craven NC - Dataent Stara
~ Belo Thomson, Resister of Qee~
o, Date 48/01/2005 Tire 15:36:45 1 of 7 Pas
tio: 2005-00132168
x° 8001( ~~3~ Fase ~~i
l; ~++
Fee Art : 32.00
E~ccise Tax: .04
0
~~
^c~C~`
QUITCLAIM DEED
STATE-9F~N TH OLINA Reveaue stases: So
Parcel: 7-001-3000; 7-001-006;
COUNTY F CR N ~-001-5000; ~-ool-ooz; ~-ool-oos;
7-001-012; 7-001-OOA;
QU EED, made and entered into this the J -~ day of
~''~'.~ y tw n S ARD PROPERTIES, INC. and SHIPYARD
MARINA, LLC, parties o he st p d ID E POINTE DEVELOPMENT, LLC, party
of the second part; ([~~ ~
in and to that certain tract or parcel of land more particularly descri as fo ow~
All of that certain parcel or tract of land located in Numbe ven
Township, Craven County North Carolina that is bounded on e l~rth
the Trent River, on the West by the right of way of the Atlantic an Ea!
Carolina Railroad, and on the East by the right of way of U.S. High
and the right of way of NCSR 1004 (Howell Road) and being particula!
described as:
That the parties of the first p in co a sum of Ten Dollars
($10.00) and other good and valuable consider n to aid p 'es paid by the party of the
second part, the receipt of which hereby is acknowl ed, a remis d relea~se~d, and by
these presents do remise, release, and forever quitclaim unto he s 'd art ihe~s cond part,
said party's successors and assigns, alI right, title, claim and in st o th parti of the first part
BEGINNIIVG at a concrete monument located at the intersection of the
eastern right of way line of thc Atlantic and East Carolina Railroad and the
western right of way line of NCSR 1004 and thence from this point of
beginning Notch OS° OS' 00" West 719.50 feet along and with the eastern
right of way line of the Atlantic and East Carolina Railroad to a concrete
monument at the southwest comer of City of New Bern utilities site as
described in Deed Book I900 Page 133 in the Office of the Register of
Book:2338,Page:361

(Page 1 of 7)
~f
Date 08/41/2005 Tire 15:36:45 2 of 7 Fay
No:2005-40132168 ~r
Book ~~~~ Page 1?~~
/De of Craven County; thence North 84° 55' 00" East 63.94 feet to an
i n pin at southeast corner of said utilities site; thence North OS° OS' 00"
42.31 feet to a point at the northeast corner of said utilities site;
ence outh 84° 55' 00" West 63.94 feet to an iron pin in the eastern right
of w ine the Atlantic and East Carolina Railroad; thence North OS°
05' est 400.41 feet along and with the eastern right of way of the
tic olina Railroad to a point at the bulkhead on the
sou ern relin f Trent River; thence along and with the shoreline
bulkhea a fo o ing a gs d distances: North 47° 08' 48" East
1.63 feet, ° 09' ' Ea 6. 5 feet, North 18° 06' 25" East
33.14 feet, No OS° 7" feet, North 16° 49' 37" East
3.30 feet, North 23° 51" t 23 t, orth 68° 08' 32" East
95.72 feet, South 55 3' 33 53.4 t, uth OS° 36' 29" East
356.35 feet, North 84° 1 t 62. fee No 04° 22' S3" West
198.34 feet, North 84° 51' S "East t, orth 87° 37' S6" East
31.17 feet to a point in the no e f the Ikhead; thence leaving
the bulkhead and following the norm water ~ Trent River as
found on July 7, 2005 the following 'n s d di N 66° 19'
35" East 60.66 feet, North 62° 24' S0" Eas .65 f t, Sou ° 1 54"
East 58.77 feet, South 81° 02' S4" East 81.09 t, ° 3 'East
45.90 feet, South 64°37' 11"East 69.94 feet, Sou 3 55" t
43.98 feet, South 38° 29' 45" East 33.39 feet, South 1 °56' 07' E t
38.25 feet, South 25° 46' 47" East 23.64 feet, and South 7° t
22.79 feet to a point in the western right of way line of U.S. igh~Y 70
Business; thence from this point in said right of way along an ~t~"i said
right of way line South I S° 12' 00" West 430.76 feet to the point o
intersection with the western right of way line of NCSR 1004; thence fr
this point along and with the right of way line of said NCSR 1004 South
58° 26' 00" West 160.59 feet and South 17° 17` 30" West 93.80 feet to an
iron pin at the northeastern corner of Lot 4 of the Bridge Pointe Plaza
Subdivision as shown on that certain plat recorded in Plat Cabinet G
Slide 104H in the Office of the Register of Deeds of Craven County;
thence along and with the line of said Lot 4 North 72° 42' 30" West
230.61 feet to a point in the centerline of a 20 foot sewer easement as
shown on that certain plat recorded in Plat Cabinet G, Slide 104H in the
Office of the Register of Deeds of Craven County; thence continuing
2
Book:2338,Page:361

(Page 3 of 7)
`- - -.._
Date OB/O1f2005 Tire 15:56:45 3 of 7 Pss
Na: 2005-00132168
Book ~~~$ Page ~~~
Norttl 72° 42' 30" West 108.64 feet to a point; thence North 89° 42' 10"
est 100.07 feet to an iron pin at the northwestern comer of said Lot 4;
South OS° OS' 00" East 211.69 feet to the southwestern corner of
'd I.o • thence South 72° 42' 30" East 354.37 feet to an iron pin in the
west righ of way line of NCSR 1004; thence along and with said
w to righ of way line South 17° 17' 30" West 452.26 feet to a railroad
the a ing with said right of way South 28° 19' 36" West
16 . 4 f o a c re monument; thence South 67° 14' 18" West
186.23 ee{ to tint f gtnn' and containing 16.42 acres more or
less. \ ~~~JJJ i ~ (1
Also conveyed is all righ
part in and to any d an~
conveyance is made subs
and subject to governmental
of the patties of the first
aforesaid property. This
ors t public trust waters
such docks and piers.
The aforesaid property is conveyed s jest tq~z g finances,
easements of record or on the ground, try t e co an of rd,
rental agreements of tenants including Fr Ga es me s,
dated May 3, 2005, permitted exceptions, mat rs s o reco
maps, riparian and littoral rights, rights of others ' 1' trust aters and
to all of the other matters set forth in the Special W ty D f om
Shipyazd Marina, LLC to Bridge Pointe Development, C o i
Book~~ Page 3}~ and the Special Warranty Deed from hip~d
Properties, Inc. to Bridge Pointe Development, LLC recorded t
Book ~.iP Page 3~Q.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all p 'vil ges
and appurtenances thereunto belonging to the said party of the second paR, said party's
successors and assigns free and dischazged from all right, title, claim or interest of the party of
the first part.
3
Book:233B,Page:361

(Page d of 7)
- -
bate 48/01/2605 Tire 1S:3bs45 4 of 7 P~
No: 2445-00132168
X338 Pa3e 3~4
SONY WHEREOF, the parties of the first part have caused this
4
Hook:2338,Page:361

(Page 5 of 7)
bate 08/01/2005 Tire 15:36:45 5 of 7 Pes
-io: 2005-00132168
Book t3~~ Fa9e ~~~
STATE OF
CAROLWA
~~ ~`' ~~'' ~' ~ ~ ' ~ , a Notary Public in
and for sal ounty S , do hereby certify that JAMES E. McCOTTER personally
appeared be re e t is da and acknowledged that he is President of SHIPYARD
PROPERTIES, ., a c and that he, as President being authorized to do so, executed
the foregoing on alf f he c~ra 'on.
WITNESS
My Commission Expires:
Y" A M `~
......~,
~oTg9~
~~
.o ~'
GBLtG
`' .,.~
y~~_..~... ~
~~aUNTV , N ;d
an ari this the i ~ day of ~- , 2005.
... _ i
~~L
Public
O
rio~ary seal or stamp must appear within this box.
5
Book:2338,Page:361

(Page 6 of 7)
Date 08/61/2005 Ii4e 15:36:45 6 of 7 P9s
No: 20x5-04132168
so°,< X338 P~~ 3~6
STA?`E OF
E>I CAROLINA
~E~
said Count d S o h
me this day d n wled ~
corporation whi 's a m
as the act of the co ra ,
that the act of the Manag is
word "SEAL" appearing i
the limited liability company
"^ ~ FOR ~ ~'~ , a Notary Public in and for
~y certify that JAMES E. MCCOTTER personally came before
that he is President of SHIPYARD PROPERTIES, INC., a
1PYARD MARINA, LLC; that by authority duly given and
a w its corporate seal, and attested by him as its President;
,e t of he ~mi liability company; and that the typewritten
e n f tl~li ted liability company has been adopted by
} WITNESS my hand
~~ I f, 15 ~' , 2~5.
My Commission Expires:
~! ~ /~~~
A M.
~OTq,9~
~~
A ~
GBL1G
N
:~ ~
d no 'al al, i th ~ day of
otary bl~ O
0
Notary seal or stamp must appear within this box.
6
Sook:2338,Page:361

(Page 7 of 7)
Rate 48/41/2005 Tire 15:36:45 7 of 7 P9s
No:2005-4013882168 tt
Book ~~~0 Pa9e ~U?
STA OF N RT CAROLINA
O Y VEN
e for oing certificates of er.L ~/f~j _
Notaries Public of said
County/ies ,and to (s), certified to be correct. This instrument was presented for
registration this and Iy recorded in the office of the Register of Deeds of Craven
County, North Caz 'na t Boo ,Page ~ls/ .
This the of
~.M.
_, 2005, at /'~~ 1~ o'clock
~Y~mi~O~o~Gc~
l QJIt1.K~LC "
of Deeds
NBMAIN164 2 1 2411
7
^\
~;` ji
Book:2338,Page:361

>~ ROBERT M. CHILES, P.E. ~~
riGn,FaS, coNSUriA~.~~s
P
~s,l.PV~1E s~.r~_v~oF~s
<17-P. BROAD Sl
P.O BOX 3496
NEW Bcp~.t IJ~aT:+ r'APO~ IN ~ - _
May 12, 2006
BUSINESS :252-637-4702
FAX: 252-63J-3100
orifice e'rob~rtmchil°soe.com
mii:~ric° c robB; tr rchil°soe..o^'~
Certified Mail Receipt ~~lo. 7005 1 160 0004 9282 6630
NC Department of Transportation
Mr. Aaron Everett, District Engineer
209 So. Glenburnie Rd.
New Bern, NC 28560-2741
Re: CAMA PJ~ajor Permit Application Notification
Enclasure: (1) Copy of Division of Coastal Management Forms I~PI, MP2, MP3 and MP4, with
drawings CAMA Permit Application for Bridge Pointe Development, LLC, depicting
existing and proposed conditions, prepared by Robert M. Chiles, P.E.
Dear Mr. Everett:
On behalf of our client, Bridge Pointe Development, LLC, we are providing enclosure (1) for your
review and comment. Craven County records indicate that NCDOT owns property on the Trent River that
is adjacent to our client's property where it redches the river. That makes NCDOT an adjacent riparian
property owner.
In compliance with the Division of Coastal Management. (DCMj application process, we are
required to notify adjacent riparian property owners of the proposed project and infon ~~ them that they
have 30 days from receipt of their notification to provide comments':
The proposed project involves the construction of 3 residential condominium buildings, a new
hotel, a new dock master building, and the demolition of the existing hotel and dock master building.
If you have any cor~nments, please direct them to Mr. David Moye at the North Carolina Division of
Environment and Natural Resources (NCDENR), Division of Coastal Management (DCM), Washington
Regional Office, 943 Washington Square Mall, Washington, NC 27889. Indicate clearly that your
comments regard this project.
Should you have any questions, contact either DCM at [phone] or our office at 637-4702.
Very truly yours,
ROBERT M. CHILES, P.E.
a '~
Michael L. Rice, P.E.

ROBERT M. CHILES, P.E.
P.O. BOX 3098
NEW BERN, NC 285843488
~~
705 1160 ~0~4 9282 6630
705 1160 ~~~4 9282 6630
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ROBERT M. CHILES, P.E.
r,.,~,i~~rF~s, coi~surrA~~~s
MARI!dE iURVEYORS
517-A BROAD S.
°.O. BOX 3496
rJEW BERN. LI'JP?P `~l,RO~I!J7. 7p5.h~-3195
May 12, 2006
Certified Mail Receipt No. 7005 1 160 0004 9282 6647
Norfolk Southern Corporation
Mr. J.H. Rader, RLS
175 Spring Street, S.W.
Atlanta, Georgia 30303
BUSINESS 252-63J-x702
FAX: [phone]
price e rob~rimchilesae.com
li;e'iC° c rpborirYiCh~l°SpB.COT
Re: CAMA Major Permit P,pplication Notification
rnCOSUre: (1) Copy of Division of Coastal Management Forms MP1, I~P2, MP3 and MP4, v,rith
drawings CAMA Permit Application for Bridge Pointe Development, LLC, depicting
existing and proposed conditions, prepared by Robert M. Chiles, P.E.
Dear Mr. Rader:
On behalf of our client, Bridge Poihte Development, LLC, we are providing enclosure (1) for your
review and comment. Craven County records indicate that NS Corporation owns property on the Trent
River that is adjacent to our client's property where it reaches the river. That makes NS Corporation an
adjacent riparian property owner.
In compliance with the Division of Coastal Management (DCM) application process, we are
required to notify adjacent riparian property owners of the proposed project and inform them that they
have 30 days from receipt of their notification to provide comments.
The proposed project involves the construction of 3,residential condominium buildings, a new
hotel, a new dock master building, and the demolition of the existing hotel and dock master building.
If you have any comments, please direct them to Mr. David Moye at tl~e North Carolina Division of
Environment and Natural Resources (NCDENR), Division of Coastal Management (DCM), Washington
Regional Office, 943 Washington Square Mall, Washington, NC 27889. Indicate clearly that your
cor~nments regard this project.
Should you have any questions, contact either DCM at [phone] or our office at 637-4702.
Very truly yours,
ROBERT M. CHILES, P.E.
~/ ~=--~
Michael L. Rice, P.E.

ROBERT M. CHILES, P.E
P.O. BOX 3496
NEW BERN, NC 26564-3496
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ROBERT M. CHILES, P.E.
FM1I~;II~JEFRS, COIJSULTA!JTS
IJ,ARINF SURVFYOP,$
May 12, 2006
Certified Mail Receipt No. 7005 1 1 60 0004 9282 6623
North Carolina Railroad Company
Mr. Jusfin Madigan, Assistant Corridor Manager
2809 Highwoods Blvd., Suite 100
Raleigh, NC 27604-1000
~~
BUSIN"cSS :252-637-4702
FAX: [phone]
o~`ice ~'robertmchileso~.com
mile ice? roberimchil°soe.ccm
Re: CA~~'~A Major Perm rii Application Notification
Enclasure: (1) Copy of Division of COasial hanagement Forms MP 1, MP2, MP3 and I~P4, with
drawings CAMA Permit Application for Bridge Pointe Development, LLC, depicting
existing and proposed conditions, prepared by Robert M, Chiles, P.E.
Dear Mr. Madigan:
On behalf of our client, Bridge Poirite Development, LLC, we are providing enclosure (1) for your
review and comment. Craven County records indicate that North Carolina Railroad Company owns
property on the Trent River that is adjacent to our client's property where it reaches the river. That makes
North Carolina Railroad Company an adjacent riparian property owner.,
In compliance with the Division of Coastal Management (DCM) application process, we are
required to notify adjacent riparian property owners of the proposed project and inform them that they
have 30 days from receipt of their notification to provide,: doniments.
The proposed project involves the construction of 3 residential condominium buildings, a new
hotel, a new dock master building, and the demolition of the existing hotel and dock master building.
If you have any comments, please direct them to Mr. David Moye at the North Carolina Division of
Environment and Natural Resources (NCDENR), Division of Coastal Management (DCM), Washington
Regional Office, 943 Washington Square Mall, Washington, NC 27889. Indicate clearly that your
comments regard this project.
Should you have any questions, contact eitl~er DCM at [phone] or our office at 637-4702_.
Very truly yours,
ROBERT M. CHILES, P.E.
a `1~~~
Michael L. Rice, P.E.

ROBERT M. CHILE, P.E.
P.O. BOX 3498
NEW BERN, NC 285643498
a
7~~5 116 004 9282 6623
705 1160 004 9282 6623
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Label/Receipt Number: 7005 1160 0004 9282 6647
Status: Delivered Tack ~ l;onfirm
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Your item was delivered at 2:25 pm on May 17, 2006 in ATLANTA, GA
30303.
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Label/Receipt Number: 7005 1160 0004 9282 6623 - ----- -----
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Your item was delivered at 12:54 pm on May 16, 2006 in RALEIGH, NC
27604.
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Label/Receipt Number: 7005 1160 0004 9282 6630 ~------------------------
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Your item was delivered at 12:43 pm on May 16, 2006 in NEW BERN,
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VICINITY MAP
CENERAE CONSTRUC11011 INf011MAT1pN ANp SEQUENCING NOTES
THE PURPOSE D< THIS PROJECT IS 10 REDEVELOP THE t6.~Z
ACRE PROJECT SITE. THE E%ISTRiC 9SfG iMPERNOUS,
HISTORICAUr COMAAERpAt OEVELOPMENi TRLL BE CONVERTED
TO A MIX(D USC (PRIMARILY RESIDENTIAL) WITH APPROxIMATELY
e5s IuptRVlous.
LAND DISTURBING ACTIN TIES SHALL NOT BEGIN UNTIL RECEIPT
OF EROSION ANO SCDIM(NT CONTROL, ANO LAMA PERMITS.
THERE SHALL BE NO CONSTRUCTION IN NEUSE RIVER BUffER
ZONE i NITHOUT APPLICABLE DINSION Of WATER DUALITY
APPROVAL AND/OR ENVIRONMENTAL MANAGEMENT COMMISSION
VARIANCE.
WORK WRIL INCLUDE MANIPULATING THE EXISTING GRADES,
IN$TAlLAT10N Of UTILITIES, MOOIfICA TION Of EXISTING
STORMWATER MANAGEMENT, CONSTRUCTION Qi NEW
SiORYWATER MANAGEMENT SYSTEMS (AS NEEDED), DEMOLITION
Of EXISRNC BUILDINGS, AND CONSTRUCTION tK PROPOSED
ROADS, PARKING AREAS ANO BUILDINGS.
EXISTING WOODEN BULKHEAD R[MOVAI AND REPLACEMENT
SHAH 8E ACCOLIPUSHED WITHOUT CHANGING THE EXISTING
ALIGNMENT.
[XISTING SIOC-TO DOCK WATERWARD OF EXISTING WOODEN
BUIKHEAO SHALL BE REMOVED.
ExISi1NC 6 fi. WIDE CONCRETE SIDEWALK AT BACK OF
BULKHEAD SNAIL BE REPLACED AS NCEDED AND ExTENOED TO
PRONOE PUBLIC ACCESS ALONG ENTIRE LENGTH Of BULKHEAOED
WATERfRpN T.
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OVERHEAD ELECTRIC LW(
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ACC AREA pf (NNRONMENTAI CONCERN
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_NGIN_ EER/SURVEYOR
ROBERT 4. CHILES. P.E.
ENGMEERS tr CONSIA TANTS
P.O. BOx .196
HEW BERN, NORTH CAROLINA 20561-)196
(252) 657-702
WNER/D V 1OPER
RRIpGE POINTS DEVELOPMENT, lLC
MR. JOSEPH E. THOMAS, MEMBER MANAGER
IJI$ 5. GLENRURNIE ROAD
NEW BERN, NORiN CAROLINA 2ESA2
(252) 6J6-2100
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(.~ °_ TOWNSHIP NO. B CRAVEN COUNTY
U. NEW BERN. NC
DATE: Mpy Iz. zoos ROBERT M. CHILES, P.E.
Joe no: zooszlo ENDS AND CONSULTANTS
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BRIDGE POINTE
CAMA RIPARIAN ADJOINER NOTICE
(PROPOSED CONDITIONS)
FOR ~
BRIDGE POINTE DEVELOPMENT, LLC
TOWNSHIP NO. 8 CRAVEN COUNTY NEW BERN, NC
DAT[: - y°y 12 zoos ROBERT M. CHILES, P.E.
.cos No: __ 2ooszlo E1~IDII~EIItS AND E(~NN9ULTAN7S
SCALE: ~• -zoo• New Bf]tN, NDR1H CARDUNA

CITY OF NEW BERN
CONDITIONAL USE PERMIT GRANTED
On the date(s) listed below, the Boazd of Alderman for the City of New Bern met and held a
public. hearing to consider the following application.
Owner/Applicant: Bridge Pointe Development, LLC (application dated February 22, 2006; as
amended March 28, 2006)
Property Location: 1004 Howell Road, New Bern, N.C. ("Bridge Pointe Hotel/Marina Site")
Proposed use of property: Multi-family residential use
Meeting date: March 28, 2006
Having heazd all the evidence and argument presented at the hearing, the Boazd finds that the
Applicant has offered competent, material, and substantial evidence to satisfy the six (6) elements
established in Code Section 15-56(d) for the issuance of a conditional use permit as follows:
(1). The requested permit is within the Board's jurisdiction according to
Section 15-146 of the Code of the City of New Bem and all relevant sections of the Code of the
City of New Bern.
(2). The Applicant's application for a conditional use permit is complete.
(3). If completed as proposed in the application, the development will comply
with all of the requirements of the City's Land Use Ordinance, Appendix A of the City Code.
(4). The use of the Subject Property will not materially endanger the public
health or safety if located where proposed and developed according to the plan as submitted and
approved.
(5). The use of the Subject Property will not substantially reduce the value of
adjoining or abutting property.
(6). The location and chazacter of the use of the Subject Property, if developed
according to the plan submitted and approved, will be in harmony with the area in which it is to
be located and in general conformity with the plan of development of the City in that the
proposed use of the Subject Property is permitted by the City's Table of Permissible Uses.
This Conditional Use Permit is subject to all applicable provisions of the Land Use Ordinance, as
well as the following condition: The Applicant shall dedicate and construct a public, pedestrian
walkway at least five (5) feet in width along the Trent River waterfront from the North Carolina

~*
Department of Transportation right~~c ' -way a' Chu ''rent River Bridge to the northwestern
boundary of the subject property near the North Cazolina Rail Road right-of--way, generally as
reflected on the drawing attached hereto as Exhibit A, which walkway shall be constructed of
brick, concrete or such other material and at such location as shall be approved by state and
federal environmental regulations and requirements. The pedestrian walkway easement shall be
conveyed by the Applicant to the City by Easement and Agreement substantially in the form of
Exhibit B attached hereto, such easement to become effective and be delivered to the City upon
(a) the completion and opening to public use of the presently planned new Trent River Bridge
containing a pedestrian walkway thereon of not less than five (5) feet in width and with a
protective barrier from the vehiculaz lanes of travel over said bridge and (b) completion of
Building 3 as described on the application for this permit, such completion to be evidenced by
the request for a Certificate of Occupancy from the City by the owner of such building.
IN WITNESS WHEREOF, the City of New Bern has caused this permit to be issued in
its name and the applicant and all of the property owners of the property above described, do
hereby accept this Conditional Use Permit, together with all its conditions, as binding on them
and their successors in interest.
Ordered this 28~' day of Mazch, 2006.
MAYOR
CITY CLERK
050922-00001-001
NBMAIN1679874\ 1

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ALFRED D. WARD
ALFRED D. WARD, JR.
JOHN A.J. WARD
MICHAEL SCOTT DAMS
I. CLARx WRIGHT, JR.
HAND DELIVERED
Robert M. Chiles, P.E.
417 Broad Street
New Bern, N.C. 28560
WARD ANn DAVIS,LLP
A'1'I'ORV' I ~:YS A'1' ] „AW
May 15, 2006
409 POLLOCx STREET'
PO DRAWER 1426
NEW BERN, NC 26541
752-6333101 PAX 252fi)39400
da~[e-mail]
Re: Bridge Pointe Development, LLC
1004 l Iowell Road, New Rern, N.C. ("Bridge Pointe Hotel/Marina Site")
Dear Bob:
This letter is to advise that the City of New Bern is prepared to provide water and sewer service to
the above-referenced property for the development of a 300-unit condominium and marina project.
The City's obligation to prop ide water and sewer service to the above-referenced property is further
evidenced by a written agreement between the parties.
If you have any further questions, please do not hesitate to contact me.
Kindest regards.
Yours ve>~truly
MICHAEL SCOTT DAMS
MSD/sd
Pc: Walter B. Hartman, Jr., City Manager
David Muse, P.E.. City Engineer

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BRIDGE POINTE
CAMA PERMIT APPLICATION
(See Sheet Names Below)
FOR
BRIDGE POINTE DEVELOPMENT, LLC
prepared by
ROBERT M. CHILES, P.E.
CAMA 1.00: Existing Conditions
CAMA 1.10 : Proposed Conditions
CAMA 1.20 : Peninsula Area Plan and Sections
CAMA 1.30 : Existing Hotel Area -Plan and Sections
CAMA 1.40 : Proposed Building 3 Area -Plan and Sections
CAMA 1.50 : Proposed Hotel Area -Plan and Sections
CAMA 1.60 : Architectural Elevations
DRAWINGS

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NCDENR
North Carolina Department of Environment and Natur~a~ hesources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Dlr@CtOr William G. Ross Jr., Secretary
27 July 2006
CERTIFIED MAIL 7003 3110 0002 0608 6672
RETURN RECEIPT REQUESTED
Bridge Pointe Development, LLC
C/O Robert M. Childs, P.E.
Engineers, Consultants, & Marine Surveyor
Post Office Box 3496
New Bern, North Carolina 28564
Dear Mr. Childs:
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The enclosed permit constitutes authorization under the Coastal Area Management Act, and
where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The
original (buff-colored) form is retained by you and it must be available on site when the project is
inspected for compliance. Please sign both the original and the copy and return the copy to this office in
the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal
described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 1508
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919)
733-2698 within twenty (20) days of this decision on your permit. You should also be aware that if another
qualified party submits a valid objection to the issuance of this permit within twenty (20) days, the matter
must be resolved prior to work initiation. The Coastal Resources Commission makes the final decision on
any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance require additional approval. Please read your permit carefully prior to starting work and
review all project plans, as approved. If you are having the work done by a contractor, it would be to your
benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
Very sincerely,
~~ ~. ~~
David W. Moye
Express Permits Coordinator
252-948-3852
Enclosure
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] l FAX: [phone] Internet: www.nccoastalmanagement.ned
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

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i G 1111E 1.1~iSS
NEW (Express Permit Program) Permit Number
106-06
STATE OF NORTH CAROLINA
Department of Environment and NaturaLResources
and
Coastal Resources Commission
~rrrYit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Bridge Pointe, for Bridge Pointe Development, LLC, 1315 S Glenburnie Rd, New Bern, NC 28561
Authorizing development in Craven f:ounty nn the Trent River, adjacent L1S 17 BusinF~ss and Howell
Road (SR 10041 City of New Bern, as requested in the permittee's application dated 05/12/2006 including the
attached workplan drawings (101 two dated 05/12/2006 and eight dated 09/21/2005
This permit, issued on _July 27, 2006 is subject to compliance with the application (where consistent with the permit), all
applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines,
imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, this permit authorizes the construction of three residential
condominium buildings, a hotel, 2 pools, a marina office, replace bulkhead and retaining wall,
construct waterfront sidewalks, and parking areas, all as depicted in the attached permit application
and workplan drawings. This permit also authorizes the demolition and removal of the existing
Bridge Pointe Hotel complex and associated grading.
Stormwater Manatement
2) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
.4V~. ~ C 1=~~5 ~;.~ c,~.~,t.~.,,~
~o~ Charles S. Jones, Director
Division of Coastal Management
AlI work must cease when the permit expires on
December 31, 2009
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
This permit and its conditions are hereby accepted.
Signature of Permittee

Bridge Pointe
Bridge Pointe Development, LLC
ADDITIONAL CONDITIONS
Permit # 106-06
Page 2 of 3
3) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission was covered by way of Stormwater Permit No. SW7060520,
which was issued on 06/02/2006. Any violation of the permit approved by the DWQ shall be considered
a violation of this CAMA permit.
Sedimentation and Erosion Control
4) Appropriate sedimentation and erosion control devices, measures or structures (e.g. silt fence, diversion
swales or berms, etc.) shall be implemented to ensure that eroded materials do not enter adjacent
wetlands, watercourses and/or properties.
NOTE: The permittee has received a Sedimentation and Erosion Control Plan from the NC Division of
Land Resources (Project No. CRAVE-2006-056). Should the permittee choose to modify/amend
the existing Sedimentation and Erosion Control Permit, he or she should contact the Department
of Environment and Natural Resources; Land Quality Section, at 943 Washington Square Mall,
Washington, NC 27889.
Shoreline Stabilization
5) The proposed alignment of the authorized bulkhead must be staked by the applicant and approved by the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall
require the alignment to be restaked and approved by DCM within a maximum of 30 days prior to the
new expected start of construction.
6) The f258' replacement bulkhead section in the area identified as cross section 3C on the attached work
plkts shall : of exte.:u vJaterv~ard more th~u~ 2 feet from the norniai water level at any point along its
alignment at the time of construction.
7) The X556' replacement retaining wall shall be located in the same alignment as the existing retaining
wall.
8) The bulkhead and retaining walls shall be structurally tight so as to prevent seepage of backfill materials
through the structure.
9) The bulkhead and retaining walls shall be constructed prior to any backfilling activities. Sectional
construction shall be allowed providing each section is closed off prior to backfilling activity.
10) The fill material shall be clean and free of any pollutants except in trace quantities.
11) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead and retaining walls.

Bridge Pointe
Bridge Pointe Development, LLC
ADDITIONAL CONDITIONS
General
Permit # 106-06
Page 3 of 3
12) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
13) Any development or land disturbing activity that is considered non-water dependent is not authorized
within 50 feet of the normal water level or landward edge of Coastal Wetlands unless specifically
exempted by Environmental Management Commission (EMC) Neuse River buffer regulations in
place at the time of such development.
14) The N.C. Division of Water Quality is currently reviewing the permit application to determine if the
project is in compliance with North Carolina's Water Quality Certification Program and has assigned it
Project # 20060829. The permittee must receive a Water Quality Certification from DWQ prior to the
initiation of any construction activities
NOTE: The permittee and/or his/her contractor is urged to meet with a representative of the Division
prior to project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that maybe required.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project ORM ID: SAW-2006-
32643-125 and authorized the development via USACE Regional veneral Permits 197800056
and 197800080.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
NOTE: The applicant should contact the City of New Bern Water Department to secure water service
agreements and to verify the location of existing water lines and meters prior to demolition and
site work.
NOTE: The plans and specifications for the new water service must be prepared by a professional
engineer registered to practice in North Carolina, and submitted for approval by the Plan Review
Unit of the Division of Environmental Health, Public Water Supply Section.

~~,U-oS v 2~
U.S. ARMY CORPS OF ENGINEERS 5sr= a~-~-s~ 2~(~ 3CD
WILMINGTON DISTRICT ~,v}.~~~c~l~y
ORM ID: SAW-2006-32643-125 County: Craven U.S.G.S. Quad: New Bern
NOTIFICATION OF JURISDICTIONAL DETERMINATION ~ ~ b g 2 ~
Property Owner/Agent: Bridge Pointe Development, LLC /ATTENTION Mr. Joseph E. Thomas
Address: 1315 South Glenburnie Road
New Bern, North Carolina 28561
Telephone No.: [phone]
Property description:
Size (acres) 16.42 acres Nearest Town New Bern
Nearest Waterway Trent River River Basin Lower Neuse
USGS HUC 03020204 Coordinates N 35.0990 W -77.0886
Location description A 16.42 acre tract located within the 100 block of Howell Road (NCSR 1004) immediately west
of the intersection with U.S. Highway 70 Business adiacent to the Trent River in Craven County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). J
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the pemut requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 6/16/2006. Unless there is a change in the law or our published regulations, this
determination maybe relied upon for a period not to exceed five years from the date of this notification.
_ Please be advised that a Prior Converted Cropland (PC) determination made by the Natural Resource Conservation Service
(NRCS) remains valid as long as the area is devoted to an agricultural use. If the land changes to anon-agricultural use,
the PC determination is no longer applicable and a new wetland determination is required for Clean Water Act purposes.
Page 1 of 2

ORM ID: SAW-2006-32643-125
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
deternnation and/or the Corps regulatory program, please contact Mr. Scott Jones, PWS at [phone] ext. 27.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is Hart of a broad
continuum of wetlands connected to the Trent River, a tributary of the Neuse River.
D. Remarks
Plat prepared by Robert M. Chiles, P.E., Engineers and Consultants, on September 21 2005 (Job No 20052101 Plat is
title_d~ "WETLAND DELINEATION OF BRIDGE POINTE FOR BRIDGE POINTE DEVELOPMENT LLC"
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
deternnation, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 08/16/2006.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date 06/16/2006 Expiration Date 06/16/2011
Copy fiunished:
Mr. Michael Rice
Robert M. Chiles, P.E.
Engineers and Consultants
Post Office Box 3496
New Bem, North Carolina 28564-3496
Page 2 of 2

JURISDICTIONAL DETERMINATION Revised 8/13/04
U.S. Army Corps of Engineers
DISTRICT OFFICE: CESAW-RG-W
FILE NUMBER: SAW-2006-32643-125
PROJECT LOCATION INFORMATION:
State: NC
County: Craven
Center coordinates of site (latitude/longitude): 35.0990 / -77.0386
Approximate size of area (parcel) reviewed, including uplands: 16.42 acres.
Name of nearest waterway: Trent River
Name of watershed: Lower Neuse
JURISDICTIONAL DETERMINATION
Completed: Desktop determination ^ Date:
Site visit(s) ® Date(s): 11/9/2005
Jurisdictional Determination (JD):
Preliminary JD -Based on available information, ^ there appear to be (or) ^ there appear to be no "waters of the United States"
and/or "navigable waters of the United States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part
331).
Approved JD - An approved JD is an appealable action (Reference 33 CFR part 331).
Check all that apply:
a There are "navigable waters of the United States" (as defined by 33 CFR part 329 and associated guidance) within the reviewed
area. Approximate size of jurisdictional area:
There are "waters of the United States" (as defined by 33 CFR part 328 and associated guidance) within the reviewed area.
Approximate size of jurisdictional area: approximately 0.5 acres.
There are "isolated, non-navigable, infra-state waters or wetlands" within the reviewed area.
^ Decision supported by SWANCC/Migratory Bird Rule Information Sheet for Determination of No Jurisdiction.
BASIS OF JURISDICTIONAL DETERMINATION:
A. Waters defined under 33 CFR part 329 as °°navigable waters of the United States":
Q The presence of waters that are subject to the ebb and flow of the tide and/or are presently used, or have been used in
the past, or may be susceptible for use to transport interstate or foreign commerce.
B. Waters defined under 33 CFR part 328.3(a) as "waters of the United States":
(1) The presence of waters, which are currently used, or were used in the past, or may be susceptible to use in
interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide.
(2) The presence of interstate waters including interstate wetlands.
`^~ (3) The presence of other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats,
wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could
affect interstate commerce including any such waters (check all that apply):
^ (i) which are or could be used by interstate or foreign travelers for recreational or other purposes.
^ (ii) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
^ (iii) which are or could be used for industrial purposes by industries in interstate commerce.
Q (4) Impoundments of waters otherwise defined as waters of the US.
^ (5) The presence of a tributary to a water identified in (1) - (4) above.
(6) The presence of territorial seas.
® (7) The presence of wetlands adjacentZ to other waters of the US, except for those wetlands adjacent to other wetlands.
Rationale for the Basis of Jurisdictional Determination (applies to any boxes checked above). If the jurisdictional water or
wetland is not itself a navigable water of the United States, describe connection(s) to the downstream navigable waters. IjB(1) or B(3)
is used as the Basis of Jurisdiction, document navigability and/or interstate commerce connection (i.e., discuss site conditions, including
why the waterbody is navigable and/or how the destruction of the waterbody could affect interstate or foreign commerce). If B(2, 4, 5 or
6) is used as the Basis of Jurisdiction, document the rationale used to make the determination. IfB(7) is used as the Basis of
Jurisdiction, document the rationale used to make adjacency determination: This site exhibits wetland criteria as described in the 1987
Corps Wetland Delineation Manual and is part of a broad continuum of wetlands connected to the Trent River, a tributary of the Neuse
River.
Page 3 of 2

Lateral Extent of Jurisdiction: (Reference: 33 CFR parts 328 and 329)
Ordinary High Water Mark indicated by: High Tide Line indicated by:
^ clear, natural line impressed on the bank ^ oil or scum line along shore objects
^ the presence of litter and debris ^ fine shell or debris deposits (foreshore)
^ changes in the character of soil ^ physical markings/characteristics
^ destruction of terrestrial vegetation ^ tidal gages
^ shelving ^ other:
^ other:
Mean High Water Mark indicated by:
^ survey to available datum; ^ physical markings; ^ vegetation lines/changes in vegetation types.
Wetland boundaries, as shown on the attached wetland delineation map and/or in a delineation report prepared by: Robert M.
Chiles, P.E.
Basis For Not Asserting Jurisdiction:
The reviewed area consists entirely of uplands.
Q Unable to confirm the presence of waters in 33 CFR part 328(a)(1, 2, or 4-7).
[} Headquarters declined to approve jurisdiction on the basis of 33 CFR part 328.3(a)(3).
[^ The Corps has made acase-specific determination that the following waters present on the site are not Waters of the United States:
^ Waste treatment systems, including treatment ponds or lagoons, pursuant to 33 CFR part 328.3.
^ Artificially irrigated areas, which would revert to upland if the irrigation ceased.
^ Artificial lakes and ponds created by excavating and/or diking dry land to collect and
retain water and which are used exclusively for such purposes as stock watering, irrigation, settling basins, orrice growing.
^ Artificial reflecting or swimming pools or other small ornamental bodies of water created
by excavating and/or diking dry land to retain water for primarily aesthetic reasons.
^ Water-filled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose
of obtaining fill, sand, or gravel unless and until the construction or excavation operation is abandoned and the resulting
body of water meets the definition of waters of the United States found at 33 CFR 328.3(a).
^ Isolated, intrastate wetland with no nexus to interstate commerce.
^ Prior converted cropland, as determined by the Natural Resources Conservation Service. Explain rationale:
^ Non-tidal drainage or irrigation ditches excavated on dry land. Explain rationale:
^ Other (explain):
DATA REVIEWED FOR JURSIDICTIONAL DETERMINATION (mark all that apply):
~ Maps, plans, plots or plat submitted by or on behalf of the applicant.
Data sheets prepared/submitted by or on behalf of the applicant.
^ This office concurs with the delineation report, dated ,prepared by (company):
^ This office does not concur with the delineation report, dated ,prepared by (company):
Data sheets prepared by the Corps.
Corps' navigable waters' studies:
U.S. Geological Survey Hydrologic Atlas:
® U.S. Geological Survey 7.5 Minute Topographic maps: New Bern
U.S. Geological Survey 7.5 Minute Historic quadrangles:
U.S. Geological Survey 15 Minute Historic quadrangles:
USDA Natural Resources Conservation Service Soil Survey: Craven
National wetlands inventory maps:
State/Local wetland inventory maps:
FEMA/FIRM maps (Map Name & Date):
100-year Floodplain Elevation is: (NGVD)
Aerial Photographs (Name & Date): CESAW
Other photographs (Date):
Advanced Identification Wetland maps:
Site visit/determination conducted on: 11/9/2005
~] Applicable/supporting case law:
Other information (please specify):
'Wetlands are identified and delineated using the methods and criteria established in the Corps Wetland Delineation Manual (87 Manua]) (i.e., occurrence of
hydrophytic vegetation, hydric soils and wetland hydrology).
ZThe term "adjacent" means bordering, contiguous, or neighboring. Wetlands separated from other waters of the U.S. by man-made dikes or barriers, natural
river berms, beach dunes, and the like are also adjacent.

Applicant: Bridge Pointe Development, File No.: SAW-2006-32643-125 Date: 6/16/2006
LLC
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission)
PROFFERED PERMIT (Standard Permit or Letter of ermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
.._ _,
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clecti"4 n fo . t1 a :.; ~~ ce.arm, . .me
. ,,
Co s:re ahons~at°33': CFR= a~ 33`1._ . , ;~~; W . ,..: ~,~rc;,
-. _.. _ ~ n
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
pemut, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

' D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
~~
S. ~' ~ ,,~r. ° 1 y ~ ~P~ or.~B ~TIO S~`f)~,A'.., _
T.L. I3.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
,1~?Q -.,- :GO~T~AEQR" I~ES,TTOhTS`OI~~INI~ORM~TI;O ' .~
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Mr. Scott Jones, Project Manager Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAW-RG-W CESAD-ET-CO-R
Post Office Box 1000 U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina 27889 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

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Bridge Pointe Development, LLC
1315 South Glenburnie Road
New Bern, NC 28561
~ ndC-i.p 5 U ~.-~. I ~
MirhaPl F FaclPV l:~.~.....~.
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 12, 2006 ___-----_.,
DWQ Project # 06-0829
raven County
Subject Property: Bridge Pointe
Trent River [030410, 27-101-(39), SB, SW, NSW]
Approval of 401 Water Quality Certification (GC3400) and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with th_e attached conditions, to 6110.0118 acres of non-vegetated
404 wetland (river bottom) and shade 0.0220 acres of vegetated wetland and impact 0.00 square feet (ftZ)
of Zone 1 protected Neuse River basin ripazian buffer and 400 squaze feet (f'tZ) of Zone 2 Neuse River
protected basin ripazian buffer for the purpose of re-development of a 16.42 acre pazcel as a multi-use
site, located along the James City waterfront at the confluence of the Trent and Neuse River, .as described
within your application dated May 12, 2006, and received by the N.C. Division of Water Quality (DWQ)
on May 22, 2006, with more information received by the DWQ on June 7, 2006. After reviewing your
application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3400 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USAGE). This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B
.0233. In addition, you should get or otherwise comply with any other federal, state and local
requirements before you go ahead with your project including (but not limited to) erosion and sediment
control regulations and CAMA. Also, this approval to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 1501ineaz feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) aze met. No other impacts aze
approved including incidental impacts:
N Caro~~;na
401 Oversight/Express Permitting Unit ~~ura[ll~
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper

Page 2 of 2
June 12. 2006
Amount A roved Units Plan Location or Reference
Non-ve etated 404 wetland -filled 0.0118 acres DCM Field Investi ation Re ort
Ve etated 404 wetland -shaded 0.0220 acres DCM Field Investi ation Re ort
Buffer -Zone 1 0.00 s uare feet PCN a e 11 of 12
Buffer -Zone 2 400 s uare ft. PCN a e 11 of 12
2. 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 the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an 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 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification 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 Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
Al W. Klimek, P.E.
AWK/~m
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
DMF Headquarters, P.O. Box 769, Morehead City, NC 28557
Robert Chiles, P.O. Box 3496, New Bern, NC 28564
Filename: 060829B ridgePointe(Craven}401 _CAMA_NBR

~~~s~~rr r ~
o~-og2~ v2
CITY OF NEW BERN
CONDITIONAL USE PERMIT GRANTED
On the date(s) listed below, the Board of Alderman for the City of New Bern met
and held a public hearing to consider the following application:
Owner/Applicant: Bridge Pointe Development, LLC (application dated February 22,
2006; as amended March 28, 2006)
Property Location: 1004 Howell Road, New Bern, N.C. ("Bridge Pointe HoteUMarina
Site")
Proposed use of property: Multi-family residential use
Meeting date: March 28, 2006
Having heard all the evidence and argument presented at the hearing, the Board
finds that the Applicant has offered competent, material, and substantial evidence to satisfy the
six (6) elements established in Code Section 15-56(d) for the issuance of a conditional use permit as
follows:
(1) The requested permit is within the Board's jurisdiction according
to Section 15-146 of the Code of the City of New Bern and all relevant sections of the Code of
the City of New Bern.
(2) The Applicant's application for a conditional use permit is
complete.
(3) If completed as proposed in the application, the development will
comply with all of the requirements of the City's Land Use Ordinance, Appendix A of the City
Code.
(4) The use of the Subject Property will not materially endanger the
public health or safety if located where proposed and developed according to the plan as
submitted and approved.
(5) The use of the Subject Property will not substannaiiy reauce uie
value of adjoining or abutting property.
(6) The location and character of the use of the Subject Property, if
developed according to the plan submitted and approved, will be in harmony with the area in
which it is to be located and in general conformity with the plan of development of the City in

that the proposed use of the Subject Property is permitted by the City's Table of Permissible
Uses.
This Conditional Use Permit is subject to all applicable provisions of the Land
Use Ordinance, as well as the following condition- The Applicant shall dedicate and construct a
public, pedestrian walkway along the Trent River waterfront from the North Carolina
Department of Transportation right-of-way at the Trent River Bridge to the northwestern
boundary of the subject property near the North Carolina Rail Road right-of-way, generally as is
depicted on the drawing attached hereto as Exhibit A, which walkway shall be constructed of
brick, concrete, wood, or such other material and at such location as shall be approved by state
and federal environmental regulations and requirements. The pedestrian walkway easement shall
be conveyed by the Applicant to the City by Easement and Agreement substantially in the form
of Exhibit B attached hereto, such easement to become effective and be delivered to the City
upon (a) the completion and opening to public use of the presently planned new Trent River
Bridge containing a pedestrian walkway thereon of not less than six (6) feet in width crossing the
Trent River and with a protective barrier from the vehicular lanes of travel over said bridge and
(b) completion of Building 3 as described on the application for this pernut, such completion to
be evidenced by the request for a Certificate of Occupancy from the City by the owner of such
building.
IN WITNESS WHEREOF, the City of New Bern has caused this permit to be
issued in its name and the .applicant and all of the property owners of the property above
described, do hereby accept this Conditional Use Permit, together with all its conditions, as
binding on them and their successors in interest.
Ordered as of the 28th day of Mazch, 2006.
YOR
CITY ERK
050922-0000 l -00 I 2
NBMAIN1679874~Z

Exhibit A

a id ~
~ d ~ N
e-
! A
p ~~

SEGMENT B-C: Width of 10'-0".
~~ Surface materials to be concrete, brick,
or a wmbination thereof.
SEGMENT C-D: Widt}i of 8'-0". .
' Surface materials to be concrete, brick,
or a wmbination thereof.

SEGMENT D-E: Width of 8'-0".
Surface materials to be concrete, brick.
or a combination thereof.
SEGMENT E•F: Width.to varyfrom a
minimum of 7'-0". Surface ma[erialrto
6e cotcrete, brick or a combination
thereof.
SEGMENT F-G: Width of ] 0'-0" with
trx wells to occur at approximately 40'
irNetvals inside the Ill walkway. Surface
ntaterials to.be concrete, bride, or a
combination thereof.
SEGMENT G-H: Width to vary from a
r- minimum of 7'-0". Surface materials to
1 be concrete, brick, or a combination
thereof.
ores:
(1) Drawing not to scale.
(2) Width in excess of G-0" of
Segtrients A-B and B-C are
_ subject to approval.by NCDENR
and CAMA. Owner to make
application for incn..aced widths
norlater than June 30, 3A07.

~ (3) All grade levels, locations of
t f benches. trees, landscapi ng and
- walkway surfaces to be
determined by Owner.
----------------------~e\
eo~ , ~ o eo' taa
BRIDGE POINTS , ;
CONDOMINIUMS Walkway Easement.
New Beth, North Carolina n,r. nV ~ .. m. m~.v,a.r ~.~«. o~y..na u .uw~a a ~.~ ~ E S ~ 6 N
am: or. io.ob
SEGMENT A-B: Width of 8'-0" with a
~ nunimum of five benches placed outside
''~_ of the 8' width. Surface materials to be
\` T` concrete, brick, wood, synthetic planking
~/ or a combination thereof.
_ ^; .rte.
~~ ~ - -'~
~~
,~`

Exhibit B
EASEMENT AND AGREEMENT
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
THIS EASEMENT AND AGREEMENT made and entered into this the
day of , 200_, by and between BRIDGE POINTS DEVELOPMENT, LLC
("BPD"); and THE CITY OF NEW BERN ("City");
WITNESSETH:
WHEREAS, as a part of City's waterfront improvement program, City desires that
City have a pedestrian access easement across BPD's property ("Property") from the North
Carolina Department of Transportation right-of-way on the south side of the Trent River Bridge
to the northwestern corner of the Property near the North Carolina Railroad ("NCRR") right-of-
way, for the purpose of a pedestrian walkway; and,
WHEREAS, BPD has agreed to convey an easement for such purposes to City
and City has agreed to certain requests of BPD as set forth herein in consideration of such
conveyance and the parties execute this document to put the terms of their agreements about the
aforesaid matters in writing.
NOW, THEREFORE, for and in consideration of the premises and for and in
consideration of the mutual promises, covenants and conveyances herein contained, the parties
hereby do agree as follows:
Subject to the conditions and provisions herein set forth, BPD conveys to
City, its successors and assigns, anon-exclusive, perpetual easement from the North Carolina
Department of Transportation right-of-way on the south side of the Trent River Bridge to the
northwestern corner of the Property near the NCRR right-of--way, the location of said easement
being depicted as "Walkway Easement" on Attachment A attached hereto and incorporated by
reference. The easement hereby granted to City shall be solely for the purpose of a pedestrian
walkway subject to the terms hereof.
2. BPD shall constnact and maintain within the easement a walkway using
brick, concrete, wood or other construction material as may be permitted by applicable state and
federal environmental regulations and requirements.

BPD shall have the right from time-to-time to relocate portions or all of
said easement, and to make additional improvements to the walkway upon the easement
provided that any such improvements shall not hinder or prevent the use of the easement as a
pedestrian walkway.
4. City shall not have the right to erect or place any improvements, fixtures,
signs or personalty within the easement.
BPD retains all ownership in the Property, except as expressly otherwise
herein provided with respect to the easement, including, without limitation, the absolute right to
cross and recross the easement with, and to locate within the easement, both aboveground and
underground, machinery, walkways, sidewalks, driveways, equipment, utility lines and pipes (for
electricity, water, sewer, fuel, sprinklers, stormwater and other utilities deemed necessary or
desirable by BPD) and bulkhead and stormwater detention systems, and to do any act
whatsoever, including, but not being limited to, access by vehicle and on foot to and from any
portion of the Property, and the installation, construction, use, maintenance, repair and
replacement of improvements on any portion of the Property and adjacent properties.
6. BPD reserves the right, from time-to-time, to make, enforce, modify, and
amend reasonable rules and regulations with respect to the use of the easement and City agrees to
enforce BPD's rules and regulations to the extent allowed by law. Said rules and regulations
shall not deprive the public from using said easement as a walkway from 7:00 a.m. to 10:00 p.m.
daily, but may prevent any activities on said easement which from time to time are considered by
BPD to disturb residents of the Property or decrease the value of, or to detract from the use,
occupancy or enjoyment of, the Property or any portion thereof. Said rules and regulations may
include, but are not limited to, prohibiting the use of the easement from 10:00 p.m. to 7:00 a.m.
daily; the taking of fish or crustaceans; picketing; boisterous, obnoxious or offensive activity or
noise; alcohol or dn~g consumption or display; loud talking or noises; skating or skateboarding;
the operation of radios, televisions, or other communication devices; human sign boards;
loitering; travel by any means of conveyance other than by foot (or in the case of (a) an infant, by
a baby carriage or stroller, or (b) a handicapped person, by a handicapped travel device generally
permitted in public areas); or the use or presence of any other conveyance, device or activity
deemed by BPD to be an annoyance.
2

7. The agreements set forth herein shall benefit and burden BPD and its
successors and assigns in the ownership of BPD's property and each and every portion thereof
across which such easement runs. BPD reserves the right to allocate its rights and obligations
hereunder among its successors and assigns.
This Easement and Agreement shall be binding upon and shall inure to the
benefit of BPD and City and their successors and assigns.
9. Nothing in this Easement and Agreement, express or implied, is intended
to confer upon any person other than the parties and their successors and assigns any right or
interest whatsoever. This Easement and Agreement may be amended by recorded written
document executed by BPD, its successors and assigns, and by City.
10. The parties agree that each has had input into the content of this Easement
and Agreement. The provisions hereof shall not be construed or interpreted against a party
because that party is the party who had this Easement and Agreement prepazed.

IN TESTIMONY WHEREOF, the parties have caused this instrument to be
signed and sealed in a manner so as to be binding, this the day and year first above written.
BRIDGE POINTE DEVELOPMENT, LLC
By: (SEAL)
Manager
THE CITY OF NEW BERN
By:
Mayor
ATTEST:
City Clerk
[SEAL]
(SEAL)
4

CRAVEN COUNTY
NORTH CAROLINA
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: ,Manager of BRIDGE
POINTE DEVELOPMEIV'T, LLC.
Date
Signature of Notary Public
(O~cial Seal)
Printed or typed name
My commission expires:
Notary Public

STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
I, ,Notary Public in and for said County and State, do
hereby certify that on the day of , 20 ,before me personally appeared T.
A. BAYLISS, III, with whom I am personally acquainted, who, being by me duly sworn, says
that he is the Mayor and that VICKIE H. JOHNSON is the City Cierk for the City of New Bern,
the municipal corporation described in and which executed the foregoing instrument; that he
knows the common seal of said municipal corporation; that the seal affixed to the foregoing
instrument is said common seal; that the name of the municipal corporation was subscribed
thereto by the said Mayor; that the said common seal was affixed., all by order of the Board of
Aldermen of said municipal corporation; and that the said instrument is the act and deed of said
municipal corporation.
WITNESS my hand and official seal this the __ day of , 20
Notary Public
My Commission Expires: