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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Charles S. Jones, Director William G. Ross, Jr., Secretary
3 February 2005
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO: ?? v I
Division of Water Quality
FEB 0 4 2005
FROM: C?Y?\ DEN
R-WATERQU
Express Permits Coordinator ?DST0%;M T RBMVCN
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Z & R Associates, LLC
Hidden Harbor Subdivision
Project Location: Off SR 1200 (Country Club Road), on a manmade canal and basin off the Trent
River in the City of New Bern in Craven County, North Carolina
Proposed Project: Applicant proposes to construct 9 town homes, 23 additional residential
building lots, an access road and parking areas, and construct 2 docks on the
common lot.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by 24 February 2005. If you have any questions regarding the proposed project, please contact David
W. Moye at 252-948-3852. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED?,, " DATE ? 7_11G_
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.neU
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Hidden Harbor
Z & R Associates, LLC
Craven County
Express Permit Review Program
Project setting
George Childes, on behalf of Z & R Associates, LLC, has requested the attached application
be processed under the Express Permit Review Program, for a condominium and subdivision
development under the name of Hidden Harbor.
The project site is located in the City of New Bern, off SR 1200 on a manmade canal and
basin system off the Trent River in Craven County, North Carolina. The applicant's parcel of land
comprises ±22.7 acres and is bisected by the aforementioned canal and basins. Two basins form the
terminal end of the canal and are separated by a narrow peninsula of highground±80' wide by±250'
long. The canal and basins are in the form of the letter `F' with the larger basin being ±165' wide by
±600' long and the shorter basin being ±130' wide by ±250' long. The access canal is ±100' wide
and extends ±3,000' to the Trent River. The average water depth is ±6' below the normal water level.
The project site around the basin and canal system is vegetated with large open areas of
upland grasses as well as areas of pines, hardwoods and some vines and herbaceous shrubs. The
entrance to the proposed subdivision off of SR 1200 is a wooded wetland delineated as a Section 404
wetland by Scott Jones of the U. S. Army Corps of Engineers (USCOE). Scott Jones of the USCOE
has also delineated the east end of the project site that is north of the access canal to the Trent River
as Section 404 Wetlands. The adjacent property on both sides of the access canal is wooded wetland
that transitions into Coastal Wetlands dominated by Spartina cynosuroides as you approach the Trent
River. There is no existing shoreline stabilization on the cut banks of the basin and canals and these
areas are currently vegetated with upland grasses, some shrubs, and trees. The applicant is currently
working on the access road in areas outside of Coastal Management jurisdiction.
The site is ±7' above the normal water level. The Neuse River in this area is classified as SB-
Sw-NSW by the Environmental Management Commission and is closed to shellfishing.
Project description
The applicant proposes to develop the ±22.7 acre tract into a 32-lot subdivision with an
average lot size of 0.43 acres. The 32 proposed lots are comprised of 9 town homes along the basin
waterfront and 23 additional residential buildings lots (13 waterfront and 10 non-waterfront).
Approximately 5.11 acres will be set aside as property owner's association (POA) property. This
POA property includes the ±0.75 acre that forms the peninsula between the existing basins. The
applicant proposes to construct a 6' by 150' dock on each side of the peninsula to create 10 slips ±30'
long (side to mooring) that have been designated for the use of the 10 non-waterfront lots. The slip
size is based on an average boat size of ±25'.
Hidden Harbor
Z & R Associates, LLC
Craven County
Express Permit Review Program
Page Two
On the west side of the larger basin, the applicant proposes to construct the 9 town homes
with no construction closer than 50' to the normal water level with the exception of 9 - 10' by 10'
uncovered wooden decks with steps for access. Construction of the town home building pads will
require earthen fill to be place within Zone 2 of the Neuse River Buffer Basin Area.
The proposed access road will encroach within the 75' Estuarine Shoreline in two locations
around the basins. At these two locations, the road is proposed within Zone 2 of the Neuse River
Buffer Basin Area. A variance has been obtained from the Division of Water Quality for this work.
The total amount of impervious surface within the 75' Estuarine Shoreline has been calculated at
±32,000 ft2 or ±13% (includes the town homes and roads).
No shoreline stabilization is proposed for this project. The existing water depth of ±6'
eliminates the need for dredging. No grading or filling work is proposed within 75' of the normal
water level with the exception of the condominiums and the two road areas described above.
Anticipated impacts
The construction of the docks will result in the shading of ±1,800 ft2 of canal bottom and
mooring space for 10 boats (±25' in average length). The project as proposed will result in the
disturbance of ±213,444 ft2 of uplands as a result of the development activities.
David W. Moye - 3 February 2005
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Hidden Harbor for Z & R Associates, LLC
2. LOCATION OF PROJECT SITE: Off SR 1200 (Country Club Road), on a manmade canal and basin
off the Trent River within the City of New Bern in Craven County, North Carolina
Photo Index - 2000: 72-840; 0-23,24 1995: 72-803; U-22
State Plane Coordinates - X: 2,579,400 Y: 494,400 GPS Rover File # M012716B
New Bern Quad. (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/12/05
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 3 February 2005
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Developed (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW,PTA,ES
(C) Water Dependent: NO
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing - None
Planned - Municipal Sewage with the City of New Bern
(F) Type of Structures: Existing - None
Planned - 9 town homes, an access road and parking areas, and 2
docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
nRFnCTF.n FILLED OTHER
(A) Vegetated Wetlands
t 1, 800 ftZ
(B) Non-Vegetated Wetlands shaded
(C) Other ±213,444 ftz
Highground town homes, road
(D) Total Area Disturbed: t4.9 acre (±213,444 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SB-Sw-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct 9 town homes, 23 additional residential
building lots, an access road and parking areas, and construct 2 docks on the common lot.
"7y n -?]
CAMA Major Permit Application
FOR
HIDDEN HAA-0OR
A WATERFRONT RESIDENTIAL SUBDIVISION
DEVELOPED BY
Z & R ASSOCIATES, LLC
312 SOUTH FRONT STREET
NEW BERN, N.C. 28560
PREPARED M%
ROBERT M. CHILES, P.E.
Engineers & Consultants
417-A Broad Street
P.O. Box 3496
New Bern, N.C. 28564-3496
officegrobertmchilespe.com
February 2, 2005
Job No. 2003190
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INDEX
1. Application
Form DCM MP-1 Application Form
Form DCM MP-3 Upland Development
Form DCM MP-4 Structures Information
City of New Bern Zoning Compliance
Sheet 1-2 CAMA Major Development for Hidden Harbor
II. Project Narrative
III. Authorized Agency
IV. Vicinity Map & Directions
V. Copy of Deeds
VI. Project Permits
VII. List of Adjacent Riparian Property Owners & Notifications
VIII. Application Fee - Express Permit
' Form DCM-MP-1
n
C
(To be completed by all applicants)
' 1. APPLICANT
P
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r
a. Landowner:
Name Z&R Associates. LLC
Address 312 South Front St.
City New Bern State N C
Zip 2A560 Day Phone [phone]
Fax
b. Authorized Agent:
Name Robert M. Chiles. P.E.
Address P.O. Box 3496
City New Bern State NC
Zip 28564 Day Phone [phone]
Fax [phone]
c. Project name (if any) Hidden H a r b o r
NOTE: Permit will be issued in name of L=&do*Twr(i), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
Re?isM U3I95
ATIF'Lff CATHON
b. City, town, community or landmark
City of New Bern
c. ' Street address or secondary road number
Country Club Rd' Nr.RR 17nn
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Trent River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
See attached narative.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
zdditional pages. See attached narative .

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
e
a. Size of entire tract 22.7 +/- acres
b. Size of individual lot(s) 0 .4 3 + / - a v g .
c. Approximate elevation of tract above MHW or
NWL 71
m. Describe existing wastewater treatment facilities.
Municipal
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
' TaB - Tarboro sand Municipal
e. Vegetation on tract M a. i e t r .. s,
' and field grasses
f. Man-made features now on tract
Canal & Basin
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (couylt the local land ute plan.)
following items must be submitted:
Conservation Transitional o
A co of the deed (with state application only) or
copy
X Developed Community
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
R
6 R e s i d e n tia l forward a copy of the deed or other instrument under
' _
- which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
'
' (Attach zoning compliance certificate, if appli=ble) including plan view
° An accurate, dated work plat (
and cross-sectional drawings) drawn to scale in black
J. Has a professional archaeological assessment been ink on an 8 IR" by 11" white paper. (Refer to
' done for the tract? Yes X No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? detailed description.)
' k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
' Yes X No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? X Yes No Engineers regarding that agency's use of larger
Coastal (marsh) Other X drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? Y e s requirements and it must be sufficiently detailed to
(Attach domwntation, if amilable) guide agency personnel unfamiliar with the area to the

1 Reyhed 03/95
Form DCh1-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
C A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name City of NPR, Bern
Address P.O. Box 1129
Phone New Bern, NC 28563
Name nl dP Tnwn Subdi yi gi on Part _
Address P. 0. Box 907
Phone New Bern- NC 28563
Name
Address
Phone
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
See attached VT. Project Permits
13 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 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 PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the i 9 day of 295
Print Nam! arvin Raines T
Signaturid(AILL ?_t
Ll- o cr or Authorized' dent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-3

C

UPLAND
DEVELOPh4ENT
(Construction and/or land disturbing activities)
' 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.
a. Type and number of buildings, facilities, units or
' structures proposed 9 T o w n h o u s e s &
23 single family homes

b. Number of lots or parcels 32
C. Density (give the number of residential units and the
units per acre) _ ?.9. I 1 n i to
1.4 units per acre
' d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 4 . 9+/- ac .

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 Crave-200a-0?8
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted _ N n v I g . ? n nl_
i. Describe proposed method of sewage disposal.
Municipal - City of New Bern
j. Have the facilities described in Item i. above
received state or local approval? Submitted
(Aaach appropriate doeumentsion)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
%wash down' and residential discharges).
Surface runofif
1. Describe proposed drinking water supply source
(e.g. well, cammunity, public system, etc.)
Municipal - Cityof New Bern
in. Will water be impounded?
If yes, how many acres? -
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
Asphalt and concrete curh & getter was the lot(s) platted and recorded? N/A
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. 13%
Revised 03195

ciates LLC
p t or Project Name I j
,A L
S'+gnatan
Bate
Yes X No

Form DCNI-MP4
?7PIl?Q.T(1 IES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
e. Mooring buoys N / A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 2_ _
(3) Length 150' e a c h
(4) Width R'
(5) Finger Piers Yes No N/A
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No N/A
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines 3000' +
(9) Width of water body .14 0 ' a v a .
(10) Water depth at waterward end of pier at
MLW or NWL S' a v g .
b. Boathouse (including covered lifts) N / A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N / A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MH.W, NWL or
wetlands
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.) N / A
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description) N/A
7&R Associates LLC'1
A?
Ticant or Project Nam r
l ?. ^
// 0
'--SIgnatlurt?
Date
Revised 03195
(MIT .af N6i Bern
ALDERMAN
TOM BAYLISS, III
IJULIUS C. PARHAM, JR. i MAYOR
ROBERT G. RAYNOR, JR.
MACK L. 'MAX' FREEZE WALTER B. HARTMAN, JR.
JOSEPH E. MATTINGLY, JR. CITY MANAGER
1 BARBARA LEE
WILLIAM H. BALLENGER VICKIE H. ON
CITY CLERK
CL f2ree Clenturirs of Narf l C1larolina rrifirge MARY B. MURAGLIA
1 FOUNDED 1710 CITY TREASURER
Phone: [phone] P.O. Box 1129
1'cfu 1?3cn1,1(? 2$St`i3-1128
1
1 CERTIFICATE OF ZONING COMPLIANCE
1 Robert Chiles Engineering
1 New Bern, N.C. 28562
1
Re: Hidden Harbor
New Bern, N.C. 28562
1 This is to certify that the above noted property known as Hidden Harbor is zoned R - 6
1 Residential District and residential homes are a permitted use in accordance with
Section 15-146 of the Land Use Ordinance.
1-
1 Zoning Classification: R - 6 Residential District
Existing Building: NO
1
1
Vacant Land: YES
Non-Conformity: N/A
Date Zoning e nt Offirer
1
1
1
,ifriWng for xrellenre

II. Project Narrative
Hidden Harbor Subdivision is located off of Country Club Rd, (SR 1200) within the City
' of New Bern. The subdivision encompasses 22.7 acres and is situated on a previously dug canal
that joins to the Trent River. There will be 32 residential lots comprised of 9 waterfront town
homes, 13 waterfront lots and 10 non-water front lots. The 10 non-water front lots will have
deeded rights to one of the ten proposed 30' side-to mooring slips, (average boat size +/-25')
. These slips will be located on the Property Owners Association peninsula with a 6'x 150' dock
on either side of the peninsula. Four grass parking spaces will be provided for dock access, (see
' details on Sheet 2).
' Proposed upland development within the 75' CAMA AEC will be necessary in several
locations due to property width. Road construction within the AEC will be required in 2 areas
where the Subdivision Property Line and the canal converge. Impervious surfaces in the roadway
area will be limited to asphalt paving and concrete curb & gutter. Additional upland
development within the AEC is planned for the construction of the 9 town homes. Filling of the
lots will be necessary to elevate the building pad above the base flood elevation and slope
surface run-off away from the canal and toward the road which will direct the run off through
stormwater treatment structures. This will require regrading a portion of Zone 2 of the Neuse
River Buffer and encroachment into the CAMA 75'AEC. The vegetation in this area is limited to
' grasses and small cedar tress. No grading or structures are proposed for the town houses within
Zone 1 at the rear of the townhouses. A 10' X 10' wooden, uncovered deck will be constructed
at the rear of each town house.
' The total square footage of the subdivision within the CAMA 75' AEC is 247,654 square
feet. The proposed impervious surface within the CAMA 75' AEC is 32,000 sq. ft. or 13%. This
' includes the roads and proposed 9 town homes.

Hidden Harbor - CAMA Major Application

III. Authorized Agency
MEMORANDUM:
FROM: Mr. Marvin Raines
' Z & R Associates, LLC
312 South Front Street
New Bern, N.C. 2856

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 Z&R Associates, LLC,
312 South Front Street, New Bern, N.C. Craven County, N.C.
TO WHOM IT MAY CONCERN:
By my signature below I, Marvin Raines, authorize Robert M. Chiles, P.E. to as the agent
representing Z & R Associates, LLC for the purposes of completing and submitting the North
Carolina Department of Environment and Natural Resources, Division of Coastal Management
Application for Permit to Develop in North Carolina's Coastal Area, and supporting documents.
This authorization is effective on the da e signed. }
1 /4
O'd
' Marvin Raines
' CRAVEN COUNTY
NORTH CAROLINA
I, 4roz6E 6 GNi?cs 11 Notary Public for the aforesaid County and State do hereby
certify that Marvin Raines personally appeared before this 19 Day of January, 2005 and
that he acknowledge the execution of the foregoing instrument.
,'F Ax
- C
Witness my hand and seal this Day of January, 2005 G
TA,,y
NOTARY PUBLIC =
'OUBLIG :v
' My commission expires: -1 o7
' Hidden Harbor - CAMA Major Application
II
IV. Vicinity Map & Directions
Exit US Highway 17/70 Bypass at Pembroke Rd., Turn south onto Country Club Rd., SR
1200(towards Trent Woods). Project is located on left approximately ''/z mile from bypass;
entrance is adjacent to Cowell's Cleaners and Professional Auto Service.

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Hidden Harbor CRAVEN COUNTY
NORTH CAROLINA
I' Hidden Harbor - CAMA Major Application

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NORTH CAROLINA
CRAVEN COUNTY
Parcel ID No. 8-204-021 ALL
Craven NC - Docuaent Rasp
Becky Thospson, Re3ister of Deeds
Date 05/06/2404 Tiae 09:14:50 1 of 8 Pas
No: 2004-00098695
Cook 2181 P33e 8
Fee c;at 35.00
Exci5e 4: 820.00
WARRANTY DEED
THIS DEED, made this /YI
day of 4fuh, 2004, by and between LONNIE E.
PRIDGEN (owner of an undivided one-fourth (1/4) interest in the real property hereinafter
described) and wife, SHIRLEY PRIDGEN; PEK ENTERPRISES, LLC (owner of an
undivided one-fourth (1/4) interest in the real property hereinafter described), a North Carolina
limited liability company with an office and principal place of business in Craven County, North
Carolina; ROBERT LANE CLEMENT (also known as ROBERT L. CLEMENT) and wife,
EUGENA H. CLEMENT; JOSEPH MASON CLEMENT (also known as JOSEPH M.
CLEVIENT) and wife, REBECCA CLEMENT; and DONALD HAYES CLEMENT, JR.
(also known as D. HAYES CLEMENT) and wife, CARLOTTA CLEMENT (ROBERT LANE
CLEMENT, JOSEPH MASON CLEMENT and DONALD HAYES CLEMENT, JR.
collectively being the owners of a one-half (1/2) undivided interest in the real property
hereinafter described); LONNIE E. PRIDGEN, PEK ENTERPRISES, LLC, ROBERT
LANE CLEMENT, JOSEPH MASON CLEMENT and DONALD HAYES CLEMENT,
JR. hereinafter collectively called Grantors, to Z & R ASSOCIATES, LLC, a North Carolina
limited liability company, hereinafter called Grantee, with an office and principal place of
business at 312 South Front Street, Craven County, North Carolina 28560, is as follows:
WITNESSETH:
Prepared By
Sumrell, Sugg, Carmichael, Hicks and Hart, P.A.
Attorneys at Law
416 Pollock Street
New Bern, North Carolina 28560

Date 05/C,6/2004 Tiae 09:14:50
t No: 2004-00098675
Book 2181 Fa3e 9
1
r-
WHEREAS, the Grantors in consideration of the sum of TEN DOLLARS ($20.00) and
other good and valuable consideration to it paid by the Grantee, the receipt of which is hereby
' acknowledged, have bargained and sold, and by these presents do bargain, sell, and convey
unto the Grantee, its successors and assigns, the following described property, to wit:
' FIRST TRACT
All that certain tract or parcel of land lying and being situate in Number Eight
' Township, Craven County, North Carolina, and being more particularly described
as follows: Being Farm Number One (1), containing 10.75 acres as shown on a
plat entitled "Wm. DUNN PROPERTY SUBDIVISION," dated September,
' 1946, by R. C. Holton, and recorded in Map Book 4, at Page 66, in the Office of
the Register of Deeds of Craven County, reference to which is hereby specifically
made.
SECOND TRACT
All that certain tract or parcel of land lying and being situate in Number Eight
' Township, Craven County, North Carolina, and being more particularly described
as follows: Being Farm Number Three (3) as shown on a plat entitled "Wm.
DUNK PROPERTY SUBDIVISION," dated September 1946, by R. C. Holton,
' and recorded in Map Book 4, at Page 66, in the Office of the Register of Deeds of
Craven County, reference to which is hereby specifically made, said parcel
containing 13.59 acres, more or less.
THIRD TRACT
' All that certain tract or parcel of land lying and being situate in Number Eight
Township, Craven County, North Carolina, near the City of New Bern, on the
south side of Pembroke Road, in the subdivision of "OAK PARK," as plotted and
' recorded in the Office of the Register of Deeds of Craven County in Map Book 2,
at Page 141, and shown on said map as Farm Number Two (2), containing 12.04
acres, more or less.
Page 2 of 8

0
2 of 8 P35

Date 05/05%2004 Time 09:14!50 3 or 8 F'ss
NO; 2404-0 098675
tUthFt1?,-,, ! 4
And in addition to the title to the land above described, in co c
adjoining land owners as appurtenant to said land; a right of way over, and upon a
parcel of land on the north side of Farm One (1), 30 feet in width along its
northern line, extending from the western boundary line of Farms Two (2), and
Three (3), to the southern line of Country Club Road, for the purposes of ingress,
egress and regress to said Farm Two (2).
FOURTH TRACT
All that certain tract or parcel of land lying and being situate in Number Eight
Township, Craven County, North Carolina, and being more particularly described
as follows: Being Lot Number One (1) as shown on a plat entitled "Wm. DUNN
PROPERTY SUBDIVISION," dated September, .1946, by R. C. Holton, and
recorded in Map Book 4, at Page 66, in the Office of the Register of Deeds of
Craven County, reference to which is hereby specifically made.
FIFTH TRACT
1 All that certain tract or parcel of land lying and being situate in Number Eight
Township, Craven County, North Carolina, and being more particularly described
as follows: Being all that certain tract or parcel of land shown as "87.6 acres" on
a plat entitled "Wm. DUNN PROPERTY SUBDIVISION," dated September,
1946, by R. C. Holton, and recorded in Map Book 4, at Page 66, in the Office of
the Register of Deeds of Craven County, reference to which is hereby specifically
' made.
This conveyance is made subject to ad valorem taxes for 2004 which Grantee
' assumes and agrees to pay; utility easement and unviolated restrictive covenants;
and the matters set forth on the maps referenced above. As provided in the
purchase agreement, Grantee accepts the aforesaid property in its presently-
existing physical condition without recourse to Grantors as to the physical
condition of the property.
' TO HAVE AND TO HOLD the above described lot or parcel of land and all privileges
and appurtenances thereunto belonging to the Grantee, its successors and assigns, in fee simple
forever, subject to the herein above mentioned encumbrances, if any.
And the Grantors, as to their respective undivided interests as herein above more fully
stated, for themselves, their heirs, successors and assigns, covenant to and with said Grantee,
its successors and assigns, that they are seized of said premises in fee and have the right to
1 Page 3 of 8

Date 05/06/2004 Time 09:14??0 4 of 2 Pas
' t?: 2004-00098675
Pane 1
Faok 2181
1
convey same in fee simple; that the same are free from encumbrances except the herein above
mentioned encumbrances if any; and that they will warrant and defend the title to the same
'
Eugena Clement,
against the lawful claims of all persons whomsoever. Shirley Pridgen,
Rebecca Clement and Carlotta Clement join in this conveyance for the limited purpose of
releasing their inchoate marital interest in said premises as spouses of the individual Grantors
herein.
IN WITNESS WHEREOF, Grantors have hereunto set their hands and seals, the day and
year first above written.
(SEAL)
O NIE E. PRIDGEN
(SEAL)
SHIRLEY RIDGEN
PEK ENTERPRISES, LLC,
A Limited Liability Company
By: • 1 (SEAL)
O E E. PRIDGEN, ti'IANAGER
(SEAL)
OSEP M SON CLEMENT
a/Wa JOSEPH M. CLEMENT
Page 4 of 8
Date 45/06/2004 iine 09:14:50 5 of 8 Pas
NO : 2004-00098675
8nof 2181 Pa-n 12
(SEAL)
4?BECCA CLEMENT'
? X? C.?C 7??? L)
DONALD Y S CLEMENT, JR.
a/k/a D. A CLEMENT
NORTH CAROLINA
CRAVEN COUNTY
(SEAL)
CARLOTTA EMENT
(SEAL)
ROBERT LANE CLEMENT
a/k/a ROBERT L. CLEMENT
^ (SEAL)
EUGCA H. CLEMENT
1 'Wt Leh a Notary Public of the aforesaid County and State, do
hereby certify that LONNIE E. PRIDGEN and wife, SHIRLEY PRIDGEN, personally appeared
before me this day and acknowledged the due execution of the foregoing instrument.
177
i day of\\`\??????PtK???tq?
Wl"IivESS my hand and notarial seal, this
My Commission Expires:
3 as
L

NOTARY P
Page 5 of 8
{ 0 -JAR)'

n '• P U $ LSO _
//// -'- tv
\
llCl0

Date OS/0S/2004 Tine 09:14:`0 6 or 8 Fse
No: 2004-00098675
Back ? 1 4 1 Pam E
NORTH CAROLINA
CRAVEN COUNTY
I, a Notary Public of the aforesaid County
and State do hereby certify that LONNIE E. PRIDGEN, Manager of PEK ENTERPRISES,
LLC, a limited liability company, personally appeared before me this day and acknowledged
the due execution of the foregoing instrument.
WITNESS my hand and notarial seal, this 41A day of M
\`\\?\\\i1t11 K !!1!/j/Z
Z112,
??\Q`??•A""•???% NOTARY PUB I
My Commission Expires : ?taOTA9y r
NORTH !ua .?j .? 0 0 - n t
CRAVEN COUNTY CatlN?\??0`?\\
I? a Notary Public of the aforesaid
hereby certify that ROBERT LAINE CLEMENT (w1da ROBERT L.
EUGENA H. CLEMENT, personally appeared before me this day and
execution of the foregoing instrument.
MA
WITNESS my hand and notarial seal, this 15 day of A@ii
My Commission Expires: N TARY PU
3 00 ?
County and State, do
CLEMENT) and wife,
acknowledged the due
\ \\?attuururr/
1`\`\
v A M &
Z
`V
%c9? pEN
tS1G4J
////111U1
Page 6of8
Date 45/05/2004 Iii 09:14:50
tlo: 2044-00098675
Book 2181 Pa3e 1.4
NORTH CAROLINA
CRAVEN COUNTY
11?J k e, s a Notary Public of the aforesaid County and State, do
hereby certify that JOSEPH MASON CLEMENT (a/k/a/ JOSEPH M. CLEMENT) and wife,
REBECCA CLEMENT, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and notarial seal, this ,51
My Commission Expires:
d. .COQ
NORTH CAROLINA
COUNTY

?I, Docke a Notary Public of the aforesaid County and State, do
{ .1,. 0? t?p?;,certify that DONALD HAY S CLEMENT, JR. (a/a. D. HAYES CLEMENT) and wife,
+?, Mr.••.'"Y, I A CLEMENT, personally appeared before me this day and acknowledged the due
n"f the foregoing instrument. ! ( f
WI NESS my hand and notarial seal, this 3 day of tom', 2004.
011'"11"I ty` Sramission Expires: Qllf'?
as ag o f T?OTARY BLIC
7 or 8 Pas
Page 7 of 8
Gate 05/06!2004 Tine 04:1454 8 of 8 Pss
tQ,: 2004-00498675
6,Ok 2181 1•33e 1.5
NORTH CAROLINA
CRAVEN COUNTY
The foregoing certificates of Notaries Public are certified to be correct. This instrument was
presented for registration this day and hour and duly recorded in the Office of the Register of Deeds
of Craven County, North Carolina, in Book a1?/ , at Page JO
This _,&_ day of A.D., 2004, at o'clock A.M.
REGISTER(OF DEEDS DEPUTY REGISTER OF DEEDS
811c"pridgm-clcmcnt.dcc
Page 8 of 8

Oocuaent Sta>tp
CravEn 11C '
Registzr of Dee,is
1 g ky Thoipson,
5!0512004 Tine 04:19tib 1 of 5 F'
R Date 0
1?; 20th-00098611
2191 Paw

"-
2v.G0
matt tm%
Ercise Ta/: 800.00

' NORTH CAROLINA
WARRANTY DEED
CRAVEN COUNTY
Parcel ID No. ALL of 8-204-014 8-204-015 8-204-016 8-204-017 8-204-018 8-204-019
/IfA
THIS DEED, made this ? day of Apr!R-, 2004, by and between PEK
' ENTERPRISES, LLC, a North Carolina limited liability company with an office and principal
place of business in Craven County, North Carolina, Grantor, to Z & R ASSOCIATES, LLC, a
North Carolina limited liability company, Grantee, with an office and principal place of business
at 312 South Front Street, Craven County, North Carolina 28560, is as follows:
W ITNESSETH:
WHEREAS, the Grantor in consideration of the sum of TEN DOLLARS ($10.00) and
other good and valuable consideration to it paid by the Grantee, the receipt of which is hereby
acknowledged, has bargained and sold, and by these presents does bargain, sell, and convey
unto the Grantee, its successors and assigns, the following described property, to wit:
All that real property depicted as Lots 3, 4 and 5 on a January 29, 1980 survey
entitled "Survey for L. & T. Enterprises" by Darrel D. Daniels, reference being
made to said survey for a more accurate and complete description of said
property. Said tracts were acquired by Grantor herein by deeds recorded in Book
974, Page 186, Book 974, Page 182, Book 974, Page 177 and Book 1192, Page 68
in the Office of the Register of Deeds of Craven County, North Carolina,
reference being made to said deeds for a more accurate description of said tract
herein described and conveyed. Also conveyed herein as an appurtenant
easement to said tracts is the thirty (30) foot easement extending from Pembroke
Road to Lot 4 as said easement is depicted on the aforesaid survey.
Prepared By
Sumrell, Sugg, Carmichael, Hicks and Hart, P.A.
Attorneys at Law
416 Pollock Street
New Bern, North Carolina 28560
Date 05/06/2004 Tine 09:19:16 2 of 3 P3s
No: 2.014-00098677
Back 2181 Pa3e 18
TO HAVE AND TO HOLD the above described lot or parcel of land and all privileges
and appurtenances thereunto belonging to the Grantee, its successors and assigns, in fee simple
forever, subject to the herein above mentioned encumbrances, if any.
And the Grantor, for itself, its successors and assigns, covenants to and with said
Grantee, its successors and assigns, that it is seized of said premises in fee and has the right to
convey same in fee simple; that the same are free from encumbrances except the herein above
mentioned encumbrances, if any; and that it will warrant and defend the title to the same
against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantor has hereunto set its hand and seal, the day and year
first above written.
PEK ENTERPRISES, LLC,
a limited liability company
f
(SEAL)
By. AGER
LONNIE E. PRIDGEN,
Page 2 of 3
Date 05!0612004 Tine 09:19:16 3 of 3 Pas
'No; 2004-00098677
Book 21$1 Pa3e 19
NORTH CAROLINA
CRAVEN COUNTY
I, ?1 `qm/j , a Notary Public of the aforesaid County
and State do hereby certify that LONNIE E. PRIDGEN, Manager of PEK ENTERPRISES,
LLC, a limited liability company, personally appeared before me this day and acknowledged
the due execution of the foregoing instrument.
WITNESS my hand and notarial seal, this
My Commission Expires:
-2 ? i ? ?9 ?eo ?
NORTH CAROLINA
CRAVEN COUNTY
-TA Xz
f• ti o p • .'Y?
rt`ys GeC i`
t; Ic
ol/NT`Y 1t? \\\\`\
The foregoing certificate of , a Notaries Public, is certified to be
correct. This instrument was present d for registration this day and hour and duly recorded in the
// , ge
Office of the Register of Deeds of Craven County, North Carolina, in Book at P
12 day of A.D., 2004, at gf o'clock A.M.
This (,
REGISTER ?FDF?EDS DEPUTY REGISTER OF DEEDS
g'-rc\P EK-Z&R.dce
/n/
da
C?
NOTARY P LIC
Page 3 of 3
VI. Project Permits
NCDENR - Erosion & Sedimentation Control Plan No.: Crave-2004-008
Letter of Approval
NCDENR Stormwater Control Plan
Submitted November 18, 2004
NCDENR Neuse River Buffer Rule
Letter of Compliance
NCDENR Waiver of 401 Water Quality Certification
January 18, 2005
NCDENR Municipal Water System
Authorization to Construct - Craven County 0425010
NCDENR Waste Water Collection System Extension
Submitted - Application No. WQ0024682
USACOE Wetland Delineation Signoff
USACOE Nationwide Permit 14
Action ID No. 200510077
City of New Bern Stormwater Plan for Nitrogen Reduction
Approved No. 23
Hidden Harbor - CAMA Major Application
State of North Carolina
Department of Environment and Natural Resources
' Washington Regional Office
' Mchael F. Easley, Governor DIVISION OF LAND RESOURCES William G. Ross, Jr., Secretary
LAND QUALITY SECTION
Jul, 6. 2004
LETTER OF APPROVALWITH MODIFICATIONS
' Z & R Associates, LLC
ATTN: Mr. Marvin Raines, Partner
312 South Front Street
' New Bern, North Carolina 28660
' RE: Erosion and Sedimentation Control Plan No.: Crave-2004-028
Hidden Harbor
SR 1204 - Craven Count-•
Drainage Basin: Neuse
Date Received: June 7, 2004
Responsible Party: Z & R Associates, LLC
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the referenced
21.8 acre disturbance. Based on the information provided, we have determined the submitted plan for the
construction of roads and residential lots and drainage, if properly implemented and responsibly maintained,
should meet the intent and minimum requirements of the Act. We, therefore, issue this LETTER OF
APPROVAL N TTH MODIFICATIONS:
1. A permanent ground cover, sufficient to restrain erosion, must be provided «zthin the shorter of
16 working or 90 calendar days after completion of constriction or development.
2. Land disturbing is not to occur on residential lots, except for demolition, until the lots are ready
to be built upon.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was enacted.
It established a performance oriented program with the objective of PREV-E-,ITING 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 DECLARED RESPONSIBLE PARTY YOUR RESPONSIBILITY is to
understand the Act and comply with the following minimum requirements of the Act and the above listed
modiucations (if any):
-- an erosion and sedimentation control plan is only valid for 3 years
' following the date of initial approval, ifno land-disturbing ac m7 . tyhas been
undertaken;
1
' `Washir;.cn'3CLare Mail, \Nashin, cr, N Carilna Z7u:-
An a( Cp_^ -niy
Z & R Associates, LLC
ATTN: Marvin Raines
July 6, 2004
Page 2
-- a copy of the LATESTAPPROVF_D soil erosion and control plan must be on
file at the job site;
-- erosion and sediment control measures or devices were designed and are to
' be installed to safely withstand the runofj'resulting from a 10 year storm
event - 6.5 - 7 inches in 24 hours or 2.5 -3 inches in 1 hour,
' -- a buffermne, sufficient to restrain visible sedimentaron. must be provided
and maintained between the land-disturbing actn;n• and any adjacent
property or watercourse;
' -- new or affected slopes must be at an angle that can be rerained byvegetamv
cover;
' -- barren slopes must he provided with a Around cover sufficient to restrain
erosion within the shorter of 15 working or 30 calendar days ofcomDletion
of ant, phase (rough or final) of -radinq.. (RYE GR4SS IS NOT in the
' approved seeding specifications nor is it an.ACCEPT 4BLEsuostitute >or
the providing of a ground cover);
-- unless a temporary, manufactured. lining material has been specified. a
' clean straw mulch must be applied. at the minimum rare of 2 tors acre. to all
seeded areas. The mulch must cover at least 75% of the seeded area after it
is either tacked, with an acceptable tacking material. or crimped in place;
-- in order to meet the intent of the Act, the scheduling ofthe land-disturbing
activities is to be such that both the area of exposure and the rime between
' the land disturbance and the providing of a ground is minimized;
a permanent Around cover. su gcient to restrain erosion. must be nravided
within the shorter of 15 working or 90 calendar da_tis after completion, of
' construction or development; and,
-- except in the case of an emergency. a revised erosion and sedimentaron
1 control plan must be submitted to and approved br rhis o01 ce prior ro
initiating any significant changes in the construction. grading or drainage
plans ;
' - this approval is based. in part, on the accuracy ofthe information provided
in the Financial ResponsibilirviOx•nership 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 form. This approval and the financial
responsibilityiliability cited in it does not automatically transfer with a
change in project ownership.
Be adN ised that to ensure compliance «ith the approved plan and the program requirements, unannounced
periodic inspections will be made.- If the implemented plan is determined to be inadequate, this office may
L
Z & R Associates, LLC
' ATTN: Marvin Raines
July 6, 2004
Page 3

0

r

' NZkR
Enclosure

require that it be revised to comply with state law. Failure to comply with any part of the approved plan or with
any requirements of this progam, could result in the taking of appropriate legal action against the financially
responsible party (Z & R Associates, LLC). One option is the assessing of a civil penalty of up to S5000 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 Garv Novak (252-946-6481, ext.326 ) of the construction start-up date. contractor
and an on-site contact person OR- please, complete and return the attached Project Information shit to the above
named
The land-disturbing activity descriDed in this plan may require approval or permitting from other Federal,
State or local agencies. These could include the U.S. Armv Corps of Engineers under Article 404 jurisdictionthe
Division of Water Quality - Surface Water Section under stormw•ater regulations (contact Bill Moore, 252-9'46-
648 1, ext. 264), county, city or town agencies under other local ordinances, or other approvals that may be
required. This approval does not supersede any other approval or permit.
Please be advised that a temporary rule to protect and maintain eusting buffers along w at.- courses in the
Neuse River Basin became effective on July 22, 1997. The Neuse River Riparian Area Protection and
Maintenance Rule (15A NCAC 2B.0233) applies to all perennial and intermittent streams. lakes, ponds and
estuaries in the Neuse River basin with forest vegetation on the adjacent land or "riparian area". Inriparianareas
with existing forest vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land
disturbance, new development and fertilizer use within the first 50 feet of land next to the w-ater•. In ripariaaareas
with forest vegetation that is less than 30 feet wide, the rule prohibits land disturbance, new development and
fertilizer use within the area that contains forest vegetation (but not the entire 50 foot riparian area). For more
information about the riparian area rule, Please contact the Division of Water Quality's Wedand/401 Unit at 919-
733-1786.
Please be advised that all land disturbing activities affecting at least one acre will be required to have a
(federal) NPDES pennit. Enclosed is the Construction Activities General Permit - NCG010000 that for this
project. The responsibility for understanding and complying with this permit rests with you. Be aware that
failure to comply with this permit could result in both the State and Federal governments taldng appropriate legal
action. Contact the Division of Water Qualin- - Surface Water Section at [phone] should you have any
questions regarding monitoring and record keeping requiremems of the permit.
Sincerely.
Maria A. Rogerson, EI
Assistant Regional Engineer
w/o enc. Cc: Michael L. Rice, PE, Robert Ll. Chiles, PE Engineers and Consultants
Ted Tyndall, Division of Coastal Management
via email Jim Mulligan. Division of Water Quality

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8
Ili' MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3498
NEW BERN, NORTH CAROLINA 28564-3496
' November 19, 2004
Certified Mail Receipt No. 7004 1 160 0002 2769 1084
' Mr. William Moore
NCDENR, Division of Water Quality
943 Washington Square Mall
Washington, N. C. 27889
BUSINESS: 252.637.4702
FAX: [phone]
rmcen9r O cconnect.net
Enclosures: (1) 2 Copies, Sheet 2 of 3, Hidden Harbor Stormwater Control Plan (Proposed
Conditions) for Z & R Associates, LLC, prepared by Robert M. Chiles, P.E.,
' Revised 11/19/04 (2) 2 Copies, Sheet 3-of 3, Hidden Harbor Stormwater Control Plan (Proposed
Details) for Z & R Associates, LLC, prepared by Robert M. Chiles, P.E., Revised
' 11/19/04 y,
(3) Copy, Modification. to_ 'Max_ imuM Allowable Impervious Areas, prepared by
Robert M. Chiles; P.E: s '-':
Dear Mr. Moore:
On behalf of our client; Z&R-Associetess LLC; we submit the requested additional
information regarding the stormwater management pianassociated with the Hidden Harbor
subdivision project. _
Enclosure 1 is revised to remove the ponds-8i :, subdivision entrance, change from
individual residential home sites to townhome sites in one portion of the subdivision, and to include
minor changes to the proposed stormwater pipe network. Notes are added to this drawing that
address activities`vti!thin the Neuse River buffer and those governed by CAMA. Per your request,
we have added lines to delineate the subdivision's drainage areas as referenced in the
stcrmwater plan and to indicate the offsite drainage creas. Revisions to enclosure 2 remove the
entrance ponds detail, add existing pond details, sections and rip rap protection details.
The ponds at the subdivision entrance are no longer proposed. We cre working with Mr.
Scott Jones of the US Army Corps of Engineers regarding impacts to existing wetlands at the
entrance location and have proposed expansion and improvement of the existing wetlands
instead of creating the ponds. Minor revisions to stcrmwater piping in that crea cre also made,
subject to his approval, that will prevent unwanted innundation of the wetland crea while
maintain the proposed stcrmwater flow pattern.
The portion of the subdivision now containing lots 12-20 is revised to contain townhemes
instead of individual residential homes. The lots will be graded to direct runoff from these lot's
:mpervicus surfaces toward the street where it wiil enter the stormwater pipe network and be
directed to the existing pond for treatment.
MECHANICAL, CIVIL. AND MARINE ENGINEERING
e CCMMERCIAL INCUSTRIAL MARINE AND RAILRCAO FAC:UTIES CESIGN
FCRENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYCRCGRAPHIC AND LAND SURVEYS
BCUNCARY SURVEYS AND MAPPING SERVICE

' You inquired about the velocity of stormwater pipe discharge as it enters the existing pond.
Calculations contained in the stormwater plan indicated a total storm volume of 22,404 cubic feet
of water for a one inch rainfall event. Planning for a 10-year, one hour duration rainfall event
' requires tripling that quantity to 67,212 cubic feet. Assuming that volume discharges from the 3
foot diameter stormwater pipe during a one hour time period results in an average discharge
velocity of 2.64 feet per second. The proposed stormwater pipe outlet invert is set at elevation
2.65 feet, mean sea level (msl), and the permanent pool elevation in the pond is set at elevation
3.0 feet, msl. Class A rip rap outlet protection is proposed for the pipe discharge area in the pond
forebay and should provide erosion protection for velocities up to 5.5 or 6 feet per second. The
' stormwater pipe discharge area is partially submerged at all times and this should provide
additional protection against erosion.
Additional investigation of the existing pond revealed that a submerged berm exists within
the pond that separates the forebay from the pond's_mcin body. The existing forebay depth
averages approximately 2.5 feet, reduced from the:3 feet originally reported primarily because of
6 to 12 inches of accumulated dead vegetatiye debris in the bottom of the pond. The main body
of the pond is at least 4 feet deep starting approximately 10 feet from the bank. We are proposing
the removal the existing debris from the forebay and excavation of the forebay to establish a
bottom elevation of -1 feet msl or lower.--.This--w- ill,' provide a 4 feet deep permanent pool in the
forebay to match the existing main pond depth; We are also proposing the removal of dead
vegetation from the existing berm and all dead'vegetation and debris from the main pond. This
information is included in the revised drawing provided as enclosure 2.
Enclosure 3 is a table thct lists'fhe total area and allowable impervious area for each lot in
the proposed subdivision. Summary information includes the proposed area of the subdivision
streets and an overall impervious percentage calculation.
Should you require additional information or have any questions, please contact us your
convenience.
Very truly yours,
ROBERT M. CHILES, P.E.
Michael L. Rice, P.E.
cc:
Mr. Marvin Raines, Z & R Associates, LLC
STORMWATER MANAGEMENT PLAN!
FOR

A WATERFRONT RESIDENTIAL SUBDIVISION
DEVELOPED BY
d1 b`b R ASSOCIATES, LLC
312 SOUTH FRONT STREET
NEW BERN, N.C. 28:,60
CONTACT PERSON:
MR. MARVIN L. RAINES
PARTNER, Z & R ASSOCIATES, LLC
[phone]
PREPARED 3Y
ROBERT A CHILES, P.E.
Engineers & Consvltcnts
417-A Brccd Street
P.O. Box 3496
New Bern, N.C. 28564-3496
[e-mail]
JULY 29, 2C04
Job No. 2CO3190
r? 0 •• a 11` ??a• ^ ,
'???<<<rM?WI W''``
TABLE OF CONTENTS
' APPLICATION FORM
' STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SWU-101, VERSION 3.99
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
' SWU-102, WET DETENTION BASIN SUPPLEMENT, VERSION 3.99
PART III. ITEM 1. DETAILED NARRATIVE, PAGE 2A OF 4
SUPPLEMENTAL DRAWING:
PORTION OF USGS QUADRANGLE NEW BERN
MANAGEMENT PLAN
NARRATIVE
PROJECT DESCRIPTION
SITE DESCRIPTION
NEUSE RIVER BUFFER
ADJACENT PROPERTY
SOILS
GENERAL
MAXIMUM ALLOWABLE IMPERVIOUS AREA
STORMWATER BEST MANAGEMENT PRACTICES
SYSTEM OVERVIEW
PROPOSED PONDS
EXISTING POND (WET DETENTION 3ASIN)
CALCULATIONS
MAINTENANCE
CONSTRUCTION PHASE
ROUTINE MAINTENANCE
NON-ROUTINE MAINTENANCE
MAINTENANCE COSTS
COMPLIANCE CERTIFICATION
RESPONSIBLE PARTY STATEMENT
DRAWINGS
HIDDEN HARBOR
STORMWATER MANAGEMENT PLAN
(SEE SHEET NAMES)
for
Z & R ASSOCIATES, LLC
prepcred by
ROBERT M. CHILES, P.E.
SHEET I OF 3 EXISTING CONDITIONS
SHEET 2 OF 3 PROPOSED STORMWATER PLAN
SHEETi 3 OF 3 STORMWATER FACILITIES DETAILS

=:>.• ., ,?.s r - . c :ri?.y:: _;y,1:: ,•_;.: ;. _ - xi=%' ?a ...OFFICE USE ONLY, F _ , :..c ...- - .._
^ Date Received Fee Paid Permit Number
State of North Carolina
' Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEINIENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
' I. GENERAL INFORMATION
I1. Applicants name (specify the name of the corporation, individual. etc. who owns the project):
Z & R Associates, LLC
' 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Marvin Raines, partner

3. Mailing Address for person listed in item 2 above:
312 South Front Sheet
City: New B e r n State: N C Zip: 2 8 5 6 0
Telephone dumber. ( 2 5 2 1 633-0108
' 4. Proiect Name (subdivision. facility. or establishment name - should be consistent with project name on plans.
spedficaticns. letters, operation and rnainter,ance agreements. etc.):
Hidden Ha_bc:
7. Locadon of Project (street address):
2200 bioc'r c= Ccunr-rv Club Rc=d
New Bern Courrv- Cr yen
C1 tr. -
_I o. Directions to project (from nearest major intersection):
Ex z US VJY i7/70 3yoass a.. PeRib - U'<e nc_? n scu - n ( 3 w a r ? Trent
ods) rembroke -Read oeccmes Cpunt-y Club -Roa Prcjec., s_t° ::s en z.e 1e-t,
?orcximate_y -/ m, 1e _rom oypass, n-2 r.,n0 Uowe11 S ULeaners and rrozession21 Aut
_ 7. Latitude: 3 5 d C 5' 3 6" Longitude: 77,.03149' " of project
3. Contact person who can arswer questions about the project:
Name: Mr . Me r v in Re 4-Ines Telephone Number: ( 252 )8 3 3- 010 5
Robert M. Chii°s, P.E. 252 537-4702
H. PERMTT INTORRYIATION:
1. Specify whether project is (check one)

X Y New
Renewal Modification
Form S%VU-101 Version 3.99 Page 1 of 4
' 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N / A and its issue date (if known)
3. Specify the type of project (check one):
Low Density X X High Density Redevelop General Permit Other
' 4. Additional Project Requirements (check applicable blanks):
_CAMA Major X X Sedimentation/Erosion Control X X 404/401 Permit X X 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.
sit OrmWater ?rOm a Dortion of the Drooosed waterfront lots will continue"tc
-
?charae overland through the Neuse River Burr. - . Runo-. rrom the remainder or
vision will be directed via swales and pipes to a stormwater pond and
rged i nto a i.; r °nt px? sty ng wets ands
N e u s e River basin.

2. Stormwater runoff from this project drains to the
3. Total Project Area: 22.7,/- acres
4. Project Built Upon Area: 2 3 . 1 I
Overall average
5. How many drainage areas does the project have? 2
' 6. Complete the following information fcr each drainage area. It there are more than tvvo drainage areas in the
project. attach an additional sheet with the information for each area provided in the same format as below.
Entries listed are or Prede? eloped/ Post- developed conditions.
e Area 2
ina
D
Basin Information Drainage area 1
ge g
ra
to Lawson Oreek
ib
Receiving Scream Name I Trent utary
RJ ver (vi a canal) Tr
Receiving Stream Class S3 SW N S'r1 SC S w N S'q
Drainage Area / 0 7 a ?- a s_/_

y / 2. O d
a c r e s
Existing Imper ices' Area ? 2 . 71
--
a c = e s ?
/ - -
/ 1.25 acres
-

Pr occsed Imcerv?ieus'.=.rea
- - ?
- -
/ 0 • ° l a o = ° s ? s
3 2 a c
/ -

Impervious' Area (total)

0
? 1
'0 0 -
?
e Area 2
i
D
' Drainage Area 1 raQ
ra
Surface Area
Impervious 0
h / see o t h e r
On-site Buildings 0.59 e _
/ see o t
On-site Streets 0.83 / 0 a c r e s 0 / 2. 0" ac: es
On-site Parking 0 / 0 ( 0 / 0
On-site Sidewaiks I 0 / 0 n / n
Otheron-site Re sidenti al) 0 / 0.°1 acres 0 / 2.28 acres
Off-site
? 1.29
/ 0 acres 0

_..s
/ 1.29 acr
Total: 2, 71 / 0. a^ ;,c r e s Totai: 0 / 5.51 acres
bu
got !imired to
cut
di
l
I iIdiras. roads, par=ting areas.
Imcerrious area is defined as the built ,
,
ng,
u
nc
ucon area
sidewalks, gravel areas, e tc.
Form SWU-101 Version 3.99 Page 2 of
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 ivlanagement Permit Application Form
• One copy of the applicable Supplement Form (s) for each BNIP
• Permit application processing fee of 5420 (pavable to NCDENR)
• Detailed narrative description of stormwacer treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, soot elevations, finished floor elevations
- Details of roads, drainage features, collection svstems. 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 aunccrity to another individual or firm so that they may provide information on your
behalf, please complete this section. J
Designated agent (individual or firm): Robe---,, %I, Chi 1 e s , P . E .
P.O. BcX 3496
Mailing Address:
City:
?hcr.e: (
Scale: NC 23361-3196
Far ( 232 1 637-3100
252 1.. 037-4702
1 VIII. APPLICANT'S CERTIFICATION

1. (print or type name of person listed in General Inior nation, item 2 ) 14e =vin R a i n e s
certify Lhac the inform anon included on this permit application feria is, cc Lhe best of my knowiedge, correct and
that Lhe prcject will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, d that the proposed project compiles with the requirements of 15A
NCAC 2H .IQCO
Signature:
Ne,.% ?e_n
Date:
Form SWU-101 Versicn 3.99 Page 4 of4
Permit No.
State of North Carolina (to be provided by DWOJ
'
Department of Environment and Natural Resources
Division of Water Quality
' STORMWATER MANAGEMENT PERMIT APPLICATION FORM
' WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
' DWQ 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 UNFOR-NLMON
Project Name: Hidden Harbor
Contact Person: Mr. Marvin Raines Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 0 ; ft. ( floor o f the basin) "May be considerably l o w e r
.? Permanent Pool Elevation 3 ft. (elevation of the orifice)
Temporary Pool Elevation 4.5 fr. (elevation of the discharge strucrn-e overflow)
areas
Permanent Pool Surface Area 2 3 , 5 0 0 sq. ft. (water surface area at the orifice elevation)
Drainage Area 2 2 . 0 4 ac. (on-site and off-site drainage to the basin)
Impervious Area 5 .51 ac. (on-site and off-site drainage to the basin)
? olumes
1 Permanent Pool Volume
Temporary Pool Volume
For,-bay Volume
Other parameters
' S:VDA1
Diameter of Orifice
' - Design Rainfall
- Desim TSS Removal -
,
Fomt SWU-102 Rev 3.99
50 , 4 0 0 + / - cu. ft. (combined volume of main basin acrd forebav)
3 5 , 2 5 0+/ - cu. ft. (volume detained above the permanent pool)
8 , 600+/ - cu. ft. (approximately 20% of total volume)
2.1 (surface area to drainage area ratio from Dti'O table)
2 in. (2 to 5 day temporar, pool draw-down required)
1 in.
85 °,'o (minimum 850% required)

Page 1 of 4
' Footnotes:
1 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 non-
standard 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
1 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
i
FA !Z- d.

'
?
., JAL ?C C7.
' S h?l?w h.
C^
.?? r- j.

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.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.c,hez m w)
A submersed and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
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.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
,:;em h,k: Naturally established vegetation existing in pond; modiying pond to
-? include 6:1 shelf is not proposed. Pond abuts road right of way, no
easemenr required -or access.
III. WET DETENTION BASIN OPERATIONA:ND MALNTENANCE 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) Xadoes ?J-does- net- incorporate a vegetated filter at the outlet.
This system (check one) •Aoes -0-does. not- incorporate pretreatment other than a forebav.
_ 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.
2. 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.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. 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.
NN-hen the permanent pool depth reads 2 . 2 5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2 . 2 5 feet in the forebay, the sediment shall be removed.
BASLN DL-kGR _N1
(Jill in the blanks)
3'
? Pe:mar,en[ ?col Elevation
i A
Sediment Removal E1. 0 7 5 I iyd0
------------- ? y Sediment R°moval Elevation 0 . 7 5 - ------ ?, -°o
---------------- ------------------- -----
Bottom Etc anon 0 35°•o d-
Bortom Elevation' 0' ' 2
FOREBAY NIAIN POND
Elevations are feet above mean sea level
Remove cattails and other indigenous wetland plants when they cover 501/'0 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.
Form SWU-102 Rev 3.99
Pace 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 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.
Printname: Mr. Marvin Raines
Title: Partnet, Z & R Associates, LLC
' Address: 312 South Front Street, New Bern, NC 28560
Phone: [phone] ,
Signature: /
Date: ??-n?
Note: The legally responsible party should not be a homeowners association unless more than 509110 of the lots have been sold and a
' resident of the subdivision has been named the president.
' I, 66-:oP-4c c. e ?+ i acs ZI- _,a Notary Public for the State of t3oz? 64;«-i-JA ,
County of GR-1E;,J , do hereby certify that OI A"; N P-A % nscS
personally appeared before me this Zq day of -IUL-I-i , ZOO' , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,

t
u
L!
I-
I?',sl'O.'s If1Rtyf.,I,
G C. C

%ly commission expires
SEAL
_l o'jc 7-C. , 2 co
Form SWU-102 Rev 3.99 Page •t of 4
1
L
PART III, ITEM 1. DETAILED NARRATIVE
e Z & R ASSOCIATES, LLC
HIDDEN HARBOR
This project involves the creation of a new residential subdivision on a tract of
waterfront property within the City of New Bern. The subdivision surrounds the head of a
man-made canal and utilizes approximately 22.7 acres of a nearly 132-acre tract. The
' shape and location of the canal create three distinct areas within the subdivision; one each
south, west, and north of the canal, herein referred to as Sections 1, 2, and 3, respectively.
An existing man-made pond covering about three-quarters of an acre at its top of bank is
located within Section 3 of the subdivision.
Nineteen waterfront and ten inland residential lots are proposed, and at final build-
out the subdivision will average about 230 impervious. An imaginary line created near the
mid-depth point of the waterfront lots is assumed to divide the waterfront lots into portions
that will continue to drain overland through the Neuse River Buffer to the existing canal cnd
' portions that will drain internally through the proposed stormwater system. Divided as
described, approximately 5.92 acres, representing about 26 0 of the subdivision, are
assumed to drain toward the canal along existing flow patterns. Of these 5.92 acres,
approximately 0.91 acres (15.4 0) cre assumed to be impervious.
Two adjoining offsite areas currently discharge to the canal. One contains
approximately 1.49 acres and discharges overland across Section 1 of the project site. The
ether contains approximately 3.80 acres and discharges along an existing property line
swcle that borders the project area and through an existing 18" diameter culvert that
crosses the project site in Section 2. The primary subdivision road will interrupt the overland
' drainage pattern of the 1.49 acres offsite crea, and the existing property line swcle and site
crossing culvert cre proposed to be removed.
The portion of Section 1 that discharges internally contains approximately 6.93 acres,
of which approximately 1.83 acres (260) are proposed impervious. Runoff from this crea
and runoff from the 1.49 acre offsite area, of which approximately 0.83 acres (560) cre
impervious, is directed toward a pcir of proposed ponds located near the entrance of the
subdivision. The proposed ponds cre intended to provide c pre-treatment function for
stormwcter runoff from these areas and supplement the trectment provided by the existing
pond. Discharge from the proposed ponds is conveyed vic pipe to the existing pond.
The portions of Sections 2 cnd 3 of the subdivision that drein inter ,oily contain
cpproximctely 9.32 cores, 2.50 acres (25O)of which cre proposed impervious. Runoff from
these areas and runoff from the 3.80 acres offsite creC, of which approximately 0.50 acres
(13,10) cre impervious, is collected in the stcrmwater system acid conveyed via pipe to the
existing pond for trectment.
The existing pond has a surface crea of cpproximctely 0.54 acres and is L-shaped,
with a foreboy crea perpendicular to the main body of the pond. Preliminary investigation
indicates a depth of at least three feet. This exceeds the recommended permanent pool
size (0.46 acres) for the overall 260 impervious, 22.04 acres eventually discharging to the
existing pond. Stormwcter discharged from the existing pond will fellow the existing flow
patterns through cdjccent wetlands and the Neuse River Buffer at the headwaters of an
unnamed tributary of Lawson Creek, a tributary of the Trent River.
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Name: NEW BERN Lccaticn: 035° 05' 35.9" N 077° 03'49.2" W
Cate: 6/10/2004 Caption: HIDDEN HARBOR SUBCIVSICN
Scale: 1 inch equals 2000 feet COUNTRY CLUB ROAD
NEW BERN, NC
Ccpyngnt (C) 1997, 4taptec.rn, inc.
MANAGEMENT PLAN

I PROJECT DESCRIPTION
NARRATIVE
This project involves the crection. of a new residential subdivision on a tract of
waterfront property within the City of New Bern. The subdivision surrounds the head
of a man-made canal and utilizes approximately 22.7 acres of a nearly 132-acre
tract. Nineteen waterfront and ten inland residential lots ore proposed, and at final
build-out the subdivision will average about 230, impervious. The shape and
location of the canal create three distinct areas within the subdivision; one each
south, west, and north of the canal, herein referred to as Sections 1, 2, and 3,
respectively. An existing mar,-made pond covering about three-Cucrters of on acre
at its top of bank !s located within Section 3 of the subdivision. The existing pond and
two proposed ponds will function to provide stormwcter treatment fcr c major
portion of the subdivision.
SITE DESCRIPTION
The project site is located in the 2200 blec? of Country Club Recd in the City of New
' Bern. The subdivision utilizes approximately 22.7 acres of a nearly 132-ecr e tract, and
surrounds e men-made canal that covers ecereximete!y 10 acres of the tract. The
main portion of the canal extends epcrcximcie!y 3000 feet inland from the west
shore Cf the Trent River, and has two basins extendinc northward near the head of
the Ccncl, one cDCut 3C0 feet and another about 500 feel in lencth. An exiSTing
Isolated man-made ocnd iS located within Secticn 3 of the subclvlsicn, and is
approximately 0.76 acres at its top of bank. The portion of the tract that contains
the canal and pond was an active barrow site some decodes cco, and it was then
that these lectures were constricted.
NEUSE RIVER BUFFER
bdivisicn contains CCcrcxtmcie:y =2? TceT Cr WCTerirCrlT :;Cr;C're Can.cl.
_eccuse the subdivision ;S'cccted within 'fie Neuse River ?CSin, 're WaTerTrCrT
,
per ion of the subdivision is subject to rec_uicticn Cy c^cCTer i Suc-crccIer 25
Section .0233 of the North Carolina Administrative Codes, c rn .criy referrea tc as
the Neuse River Buffer Rules. These rules dic*CTe Wr.ICh aCTlvitieS cre allowed within c
rO-feet wide riparian buffer directly cdiccent f0 surTCce WCTerS in The Neese River
Bcsin (in this case, the canal). The portion of the ruies ccprcericte Ta this site dictate
that the riparian buffer is measured hcrzcntclly along a 'ire cerpendicuicr to the
canal's centerlines from the most landward limit of the ncrmci water level.
The Neuse River Buffer Rules cre currently enTcrced by the North Caroline
Department of Environment and Natural Resources, Civisicn of water Guc!ity. The
recicncl office of that agency is located in `NcshingTcn, Ncrh Carciinc, can be
recc:^ed vic c te!ephene at (252) 9d6-O?c?l, and sheuid be ccrsulted cricr to
performing any activity ether than those that the rule incicaTes as exempt.
STORMWATER BEST MANAGEMENT PRACTICES
SYSTEM OVERVIEW
The proposed stormwater management system includes swales, a pair of proposed
ponds, subdivision roads with curb and gutter, e stormwater pipe network, the
existing pond, Neuse River Riparian Buffers and existing wetlands.
Owing to the waterfront location of the subdivision, it is recognized that a portion of
the development will continue to discharge overland through the Neuse River Buffer,
directly to the existing canal, much as it does now. To offset any runoff increase, a
discrete stormwater collection system is proposed to divert runoff from the remainder
of the subdivision and from adjoining offsite crecs through a treatment system.
' Stcrmwcter dischcrced from the existing pond will follow the existing flow patterns
through adjacent wetlands and the Neuse River Buffer into the headwaters of an
unnamed tributcry of Lawson Creek, a tributcry of the Trent River.
Two adjoining cffsite crecs currently discharge directly to the canal, one via
overland flow, the other via piped flow. Runoff from these areas will be diverted into
the proposed stcrmwater system and treated along with the portion of the
subdivision that drains internally.
PROPOSED PONDS
Two ccnds cre proposed for construction cdjccent to the subdivision entrance road.
' The ponds are connected via c :ice culvert, and will receive stcrmwcter runoff from
the internally draining portion of Section 1 of the subdivision and from an adjacent
1.49 ecre or'site crew that currently discherces and into the canal. The cones cre
intended to provide c sediment reducing function for stcrmwater runoff from these
crecs and supplement the treatment provided by the existing pond.
EXISTING POND (WET DETENTION BASIN)
An'e,xistinc pcnd is located within Section 3 of the subdivision. The pcnd was
-xcavcted durinc c previous ownersr .ic. wren the prccer'y wcs „.irc used as c
bcrcw site. It is isolated from the waters of the ccncl, and preiimir.cry investiccticn
indicates That its permanent pccl is at least 3 feet dee'c. In its existing configurciicn,
the pond has c fcrebcy/main `Jody arrcrcement that discharges by overflowing the
bank near its southeast comer. Water leaving the pond flews overland into and
through cdjccent wetlands and the riccricn buffer at the headwaters of an
unnamed tributary of Lcwscn Creek, c tributcry of the Trent River. The straight-line
distance from the pond's discharge point to the tributary's headwaters is
approximately 1,3C0 feet.
Stcrmwcter runoff from Sections 2 and 3 of the subdivision, runoff `ram an adjacent
rom the proposed ponds cre cil cirected to
3.8 ecre offsite area, and the discharce from'
the existing pond vic pipe. Inlet crotection ,Mil be installed, and the pond's existing
cutlet wiil be mecined and armored as needed to control cischcrge velocities and
provide protection cccinst erosion.

CALCULATIONS (cont'd)
NITROGEN EXPORT
PORTION DISCHARGING THROUGH BUFFER TO CANAL
Total Area 5.92 ac.
Impervious Surfaces 0.91 ac. x 21.2 Ib/ac/yr
Managed Open 5.01 ac. x 1.2 lb/cc/yr
Untreated Export 25.3 Ib/yr / 5.92 ac
Nitrogen Reductions Applied
Riparian Buffer : 300
Treated Export 4.3(1.0-0.3)
PORTION DISCHARGING THROUGH POND, WETLANDS AND 3UFF=R
= 19.3 Ib/yr
= 6.0 Ib/vr
25.3 Ib/yr
= 4.3 lb/cc/yr
= 3.0 lb/cc/yr
Total Area 16.75 cc.
Impervious Surfaces 4.32 cc. x 21.2 lb/cc/yr = 91.6 Ib/yr
Meneged Open 12.43 cc. x 1.2 lb/cc/yr = 14.9 Ib/vr
106.5 Ib/yr
Untreated Expcrt 106.5 Ib/yr / 16.75 cc = 6.4 lb/cc/yr
Nitrogen Reductions Applied
0
Existing Pond (Wet Detenticn Bcsin) :25
0
Existing Wetlands (Vecetctive ; liter) :20
Riparian 3ufer : 30 0
Treated Exccrt =2.7lb/cc/yr
NITROGEN OFF Sat PAYMENTS
None Required
X01ttnllf1141/
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MAINTENANCE PLAN (cont'd)
' Sediment Removal
Sediment removal shall occur when accumulations affect system function
and/or when permanent pool depth is reduced to 75 % of the design depth.
• When either proposed ponds' permanent pool depth is 3feet or less
• When the existing pond's permanent pool depth is 2.25 feet or less
The Owner shall ensure that removed sediment is disposed of in an
appropriate manner and that it is handled in a manner that will not
adversely impact water quality (i.e., stockpiling near a wet detention basin,
discharging into or near a stream, wetlands, etc.) and in accordance with all
local, state, and federal regulations.
' Debris end Litter Removal
Debris cnd litter removal from the stermweter system shall be included as a
pert of the inspection process and periodic mowing operations. Particular
attention shall be paid to cress crcund drainage structures where debris
may cause clogging/obstructions. All fresh and debris removed shall be
disposed of ccccrding to local, state, and federal regulations.
NON-ROUTINE MAINTENANCE:
Emergency Graining/Maintenance
The Owner shall have c pump(s) available that is (cre) capable of draining
the sicrmwcter ponds for mClnfencnce cctivitles in the event that re-cirs
require it, or for other emergency situations . If c pond(s) must be drained in
this mcnner,'then the flusi,ing of sediment ihrouch the outlet shall be
minimized to the maximum extent crccticcl.
Structure Repairs cnd Replacement.
The Owner shall replace all de'tericrcted inlet/euflet structures when
detericrcticn'rcm use or cce causes them to fail cnd/or funcficn improperly.
MAINTENANC: COSTS:
The Cwrer shall be respcnsibie for cil casts associated with the maintenance
' (routine or otherwise) cnd cperction of `he stcrmwcter retenficn pond/wet
Bete..^,iicn bash systern.
COMPLIANCE CERTIFICATION:
Upcn completion of construction cnd prier to operation of this Stcrmwcter
Management System, the design -ncineer sh cii submit to the Civisicn of VdCTcr
Cuc;iTy c certinccticn stating that the permitted fcciiity hcs 'Ceen instciled in
ccccrdcnce with the approved Mans, specificcticn_s, and cny cdditicncl suppcrtI ng
dccumentcticn.
RESPONSIBLE PARTY STATEMENT
1
I acknowledge and agree by my signature below that Z & R Associates, LLC is
responsible for all maintenance procedures listed above, and all incurred costs of
construction and annual maintenance. I agree to notify the City of New Bern
Stormwater Administrator, and/or the NCDENR, Division of Water Quality of any
1 problems with the system, or prior to any changes that will require a modification to
any issued stormwater management permit(s)
.
1
Name of Owner./Responsible Party: Z & R Associates, LLC
' Address: 312 South Front Street
New Bern, NC 28560
1 Phone Number: (2-52) 633 - 0106
Name & Title: Mr. Marvin Raines, Partner
Signature: Y , I A
•r
Date: Notary Public: I, le?o? bE E,. eIA?LZE's a Notary Public for the State of
County cf ee.nJ6&? , do hereby certify that
personally appeared before me this
Z4 dey of 1J??1 20,a4, cnd acknowledged the due execution of the
foregoing stormwater system maintenance requirements. Witness my hand
and official seal.
Gc C C
OF• ' y?l '? ,C?
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Nucnaci r. rasley, uovcmor
William C. Ross Jr., Secretary.
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 8, 2004
DWQ Project"" 04-0615
County: Craven
Page I of 2
Z & R Associates, LLC
Attn: Mr. Marvin Raines
Zoytoun Raines Construction Co.
312 S. Front Street
New Bern, NC 28560
Subject Property; Clement/Pridgen Property, Country Club Road, New Bern, NC
Canal to Trent River [03-04-10, 27-101-(39), SB Sw NSW]
Neuse River Buffer Rule (15A NCAC 02B .0233)
Compliance with Condition No. I of 04.0615 Authorization Certificate Issued on April 23, 2004
Dear Mr. Raines:
On November 5, 2004, the Division of Water Quality (DWQ) received a letter from your engineer, Robert
M. Chiles, P.E., dated November 1, 2004 requesting the DWQ to "Update the buffer mitigation
determination contained in the authorization certificate and advise us how to proceed with mitigation by
payment". The letter detailed the buffer impacts based upon the final design plans. The impacts have
been reduced from the 21.838 fez to 11,107 ft=.
A s stated within Condition No. 1 of your April 23, 2004 authorization certificate, you are required to
mitigate for impacts to the protected riparian buffers. The required area of mitigation (based on the
updated information provided within the November 1, 2004 letter described above) to compensate for
impacts to the protected riparian buffers is 10.236.5 square feet as required under the April 23, 2004
Authorization Certificate and 15A NCAC 213 .0242(buffer mitigation rule). We understand that you wish
to make a payment into the Riparian Buffer Restoration Fund administered by the NC Ecosystem
Enhancement Program (EEP) to meet this mitigation requirement. This has been determined by the DWQ
to be a suitable nxthod to meet the mitigation requirement of your April 23, 2004 authorization
certificate. In accordance with 15A NCAC 213 .0242(7)(bider mitigation rule), this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2B .0233(10)(buffer protection rule),
Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP should be
contacted at [phone] if you have any questions concerning payment into the Riparian Buffer
Restoration Fund. You have one month from the date of this approval to make this payment. For
accounting purposes, this Authorization Certificate authorizes payment into the Rlparian Buffer
Restoration Fund to compensate for 20.236.5 ft" of required riparian buffer mitigation for Impacts
to 11,107 ft` of protected riparian buffers; 03-04-10 river and subbasin, 27.101-(39) stream index
number.
Also, please note that you still must comply with all other conditions of your April 23, 2004 authorization
certificate including diffuse flow per Condition No. 2 and certificate of completion per Condition No. 3.
401 WeCands Car?f;wtlon Urlil °c
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1630 Mau Serv(ra Cantor, Sala ign. NcmL Cam Lna 21229.1650 r/?llt!!1'lll?i,
2221 C.-a zae ScAvard, Sub 250, Raleign, NorLJ Caralna 27664
Phone: [phone] FAX 919.73!893 / lmemett =2:11h2o. ?n r erAta.na uslncNAr e rdv
An Equal CpportunVAPirrrmatve Action Emp1oy9r-50% RecyC!ad/tG'rv Pcat consumer Paper
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November 8, 2004
If you have any questions or would like a copy of the buffer rules, please call (919) 733=1786. This letter
does not authorize any impacts to either Waters of the United States or Waters of the State. Please
contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if any
impacts are proposed to either of these waters.
Sincerely,
?t v
Alan W. Klimek, P.E.
AWK/CBK/bz U
Enclosures: EEP Notification
cc: Tom Steffens, DWQ Washington Regional Office
File Copy
Central Files
Filename: 04-0615
O?, QG William G. Ross Jr., Secretary
a 7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
~.
Division of Water Quality
D ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 23, 2004
DWQ Project No. 04-0615
Craven County
' Z & R Associates, LLC Page 1 of 2
Attn: Mr. Marvin Raines
Zaytoun Raines Construction Company
' 312 S. Front Street
New Bern, NC 28560
Subject Property: Clement/Pridgen Property, Country Club Rd, New Bern, NC
' Canal to Trent River [03-04-10, 27-101-(39), SB Sw NSW (nutrient sensitive)]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0233) AUTHORIZATION CERTIFICATE
Dear Mr. Raines:
Your application for a Neuse River Buffer Authorization Certificate dated February 6, 2004 was received in the Washington
Regional Office of the Department of Environment and Natural Resources, Division of Water Quality (DWQ) on February 9,
2004. According to our Neuse Buffer Rule (15A NCAC 2B .0233(8)), failure to issue an approval or denial within 60 days of
receipt of a complete submission shall constitute that the applicant has demonstrated "no practical alternatives". Therefore,
DWQ has waived the "no practical alternatives" determination for your plans to impact 21,838 square feet (or 0.5 acres) of
protected riparian buffers to construct the proposed subdivision road at the subject property as described in your
application. As such, the stream and buffer impacts are approved. However, please be aware that you must follow the
plans as described within your application dated February 6, 2004 and all other conditions of the Neuse River Buffer Rules
' and those listed below. You must also obtain or otherwise comply with all other required State, Federal and Local
regulations, including but not limited to DWQ Standards (15A NCAC 02B .0100 and .0200).
' This approval is only valid 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 authorization and approval letter and is thereby responsible for complying with all conditions. For this
approval to be valid, you must follow the conditions listed below.
Conditions:
' 1. Buffer Mitigation Determination - As you stated within your request, the proposed subdivision road is designated as
an "allowable with mitigation" use within 15A NCAC 02B.0233(6). Uses designated as "allowable with mitigation"
require an approved appropriate mitigation strategy pursuant to 15A NCAC 02B .0233(10) before the buffer impacts
' can proceed. As such, you are required to provide a mitigation proposal pursuant to 15A NCAC 02B .0242 and
obtain approval from the DWQ of the proposal prior to impacting the protected buffers. The area of mitigation
required under 15A NCAC 02B .0242 is calculated as impacts to Zone 1 multiplied by 3 and impacts to Zone 2
multiplied by 1.5. If you intend to impact the all of the buffers within the right-of-way, then your required area of
' mitigation shall be 51,187.5 square feet. We understand, as per your request, that the final disturbed areas should be
less, as the required road width is less than the right of way. As such, the DWQ is willing to accept a mitigation
proposal that accounts for accurate buffer impacts based on a final design plan. Your options for meeting this
' mitigation determination are payment into the Riparian Buffer Restoration Fund, Donation of Real Property, or
Restoration or Enhancement of non-forested Riparian Buffers as per 15A NCAC 02B .0242(6).
2. Diffuse Flow - An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities
' through the protected stream buffers and will not re-concentrate before discharging into the stream as identified within
15A NCAC 2B.0233(5).
[I
u
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Lccation)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.uslncwedands/
Z & R Associates, LLC
Page,2 of 2 r
April 23,2004
3. ° Certificate'of Completion - Upon completion of all work approved within this authorization, and any subsequent
' modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
' shall be referred in Writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall expire five (5) years from the date of this letter.

This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 213 .0233. If you have
any questions or would like a copy of the buffer rules, please call [phone]. This letter does not authorize any
impacts to either Waters of the United States or Waters of the State. Please contact the US Army Corps of Engineers
(USACE), NC Division of Water Quality (DWQ) and N.C. Division of Coastal Management (DCM) if any impacts are
proposed to either of these waters. Also, please note that the DWQ reserves the right to conduct a compliance review of
your protect to ensure compliance with the Neuse Buffer Rule and other DWQ regulations. If you have any questions,
please telephone Mr. Bob Zarzecki at [phone].
'
cc: Bob Chiles, 417-A Broad Street, PO
DWQ Washington Regional Office
DLR Washington Regional Office
DCM Morehead City District Office
File Copy
' Central Office
' bz

C

u
Sincerely,
N. Klimek, P.
NQ, Director 0
, New Bern, NC 28564-3496 (FAX [phone])
DWQ 4 040615
Date: April 23, 2004

-'
N
W A TF {
Michael F. Easley, Governor
0
9
O? QG William G. Ross Jr., Secretary
\ North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 18, 2005
DWQ Project # 04-1850
Craven County

Mr. Robert M. Chiles
Z&R Associates, LLC
1 312 South Front Street
New Bern, NC, 28560
Subject Property: Hidden Harbor Subdivision
Waiver of 401 Water Quality Certification
Dear Mr. Chiles
' Your application for a 401 Water Quality Certification to impact up to 0.30 acres of wetlands in order to construct the
Hidden Harbor Subdivision was received in the Division of Water Quality's Central Office on November 16, 2004.
According to our rules [15A NCAC 2H.0507 (A)], if final action is not taken within 60 days, the Certification is
waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement for a
401 Water Quality Certification for your plans to impact waters as described in your November 16, 2004 application
materials.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and a 401
Water Quality Certification will be required.
' If you have any questions, please telephone Cyndi Karoly at 919-733-1786.
AWKlcbk
L!
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n

Sincerely, / J
1
Alan W. Klimek, P.E.
cc: Robert Chiles, P.O. Box 3496, New Bern, NC, 28564-3496
USACE Washington Regulatory Field Office
Wilmington District, USACE
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Filename: 041850Hidden(Craven)Waive
401 Wetlands Certification Unit
1650 f&I Service Center, Raleigh, Ncrth Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]lnternet: http•//h2o enr state.nc.us/nc%vetlands
Ne?e?n Carolina
An Equal opportunitylAlfirrrative Action Employer- 50% Recycled/10% Post Consurner Paper
OF NORTH CAROLINA
`DERARTMENT.OF ENVIRONMENT
1 AND NATURAL RESOURCES `-
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"ter"
Division of Environmental Health
Public Water Supply Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Terry L. Pierce, Director
Jessica G. Miles, Section Chief
January 5, 2005
' WALTER B HARTMAN, JR., CITY MG
P O Box 1129
New Bern,NC 28563
Re: Authorization to Construct
HIDDEN HARBOR SID
NEW BERN, CITY OF
CRAVEN County 0425010
Dear Applicant:
This letter is to confirm that a complete Engineer's Report and a Water System Management Plan have been
received, and that engineering plans and specifications have been approved by the Department for HIDDEN
HARBOR SID, DEH Serial No. 0401932.
The Authorization to Construct is valid for 24 months from the date of this letter. Authorization to Construct
may be extended if the Rules Governing Public Water Supplies and site conditions have not changed. The
Authorization to Construct and the engineering plans and specifications approval letter, shall be posted at the
primary entrance of the job site before and during construction.
Approval must be secured from the Department before any construction or installation if:
• Deviation from the approved engineering plans and specifications is necessary; or
• There are changes in site conditions affecting capacity, hydraulic conditions, operating units, the function
of water treatment processes, the quality of water to be delivered, or conditions imposed by the
Department in any approval letters.
Upon completion of the construction or modification and in accordance with Rule .0303, the applicant shall
submit a certification statement directly to Douglas Newhouse of this office. This statement must be signed and
sealed by a registered professional engineer stating that construction was completed in accordance with approved
engineering plans and specifications, including any provisions stipulated in the Department's engineering plan and
specification approval letter. Prior to Final Approval, the applicant shall submit a signed certification stating that
the requirements in 15A NCAC 18C .0307 (d) and (e) have been satisfied and if applicable, a completed
application for an Operating Permit and fee. Once the certification statements and operating permit application
and fee, if applicable, are received and determined adequate, the Department will grant Final Approval in
accordance with Rule .0309 (a). Therefore, no construction, alteration, or expansion of a water system shall be
placed into service until Final Approval has been issued by the Department.
If we can be of further assistance, please call [phone].
Sincerely,
74R?
Tony C. Chen, P.E.
Technical Services Branch
Public Water Supply Section
TCC:DEN
cc: FRED HILL, Regional Supervisor
Robert M Chiles, Pe
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 ? Telephone: [phone]
Main Fax: [phone] A Lab Fortes Fax: [phone] ? Internet: http://ncdrinkingNvater.state.nc.us/
n(1 ?L'd? CCGCRl1Ni,? r1?(lf1^c:f:Q l.?iGn c:rTGGye(• ?? °: nE.jCc""`? ? :? oo ?.5: vGt15Urt'?f ?.«cf
STATE OF NORTH CAROLINA
' DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
Division of Environmental Health
Public Water Supply Section
Michael F. Easley, Governor - -
' William G. Ross Jr., Secretary
Terry L. Pierce; Director
Jessica G. Miles, Section Chief
Mr. Walter B. Hartman, Jr., City Manager
City of New Bern
' Post Office Box 1129
New Bern, North Carolina 28563-1129

January 5, 2005
Re: Approval of Engineering Plans and Specifications for
Water Main Extensions to serve
Hidden Harbor Subdivision
City of New Bern Water System
Craven County
P.W.S. ID No. 04-25-010
This is not an Authorization to Construct
Dear Mr. Hartman:
Enclosed please find one copy of the "Application for Approval..." together with one copy each of the above
' referenced engineering plans and specifications bearing the Division of Environmental Health stamp of approval for the above
referenced project. These engineering plans and specifications are approved under Division of Environmental Health serial
number 04-01932, dated December 30, 2004.
Engineering plans and specifications prepared by Mr. Joe L. Riddick, Jr., P.E., call for the installation of
approximately 3,050 feet of 6-inch water mains, fire hydrants, valves, and other appurtenances. The proposed water lines will
provide service for thirty-two (32) proposed residential connections situated along Hidden Harbor Drive and Zurich Place that
are associated with the proposed Hidden Harbor Subdivision, to be situated off of Country Club Road in Township No. S.
These plans and specifications cited in the foregoing application are approved insofar as the protection of public
health is concerned as provided by the rules, standards, and criteria adopted under the authority of Chapter 130A-317 of the
' General Statutes. This approval does not constitute a warranty of the design, construction, of future operation of the water
system.
Please note that an "Authorization to Construct" requires both written approval of engineering plans and
specifications and submittal of a complete Water System Management Plan. No construction shall be undertaken, and no
contract for construction, alteration, or installation shall be entered into until the Department issues an "Authorization to
Construct" letter in accordance with 15A NCAC 1SC, .0305(a).

L'
' TCC/DEN/sep
Enclosures: Approval Documents
cc: Mr. Fred Hill, Regional Engineer
Craven County Health Department
iVlr. RobertM. Chiles, P.E.
One copy of each enclosed document is being forwarded to our Washington Regional Office. The third copy is being
retained in our permanent files. If we can be of further service, please call on us at (91?) 733-2460.
ony f14h,T.E.
gad ngineer, Plan Review
Technical Services Branch
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 J Telephone: [phone]
Main Fax: [phone] ? Lab Forms Fax: [phone] ? Internet: http://ncdrinkingwater.state.nc.us/
rn C'y'l:ul CCi URt;ndJ; r?(Iiff^uii:d nU::GfI tp;?U'/9f • ?J `o n3Cic:?d 1(!'"i ?Go..,Uf15U-. -7af

Public Water System Authorization to Construct
Public Water System Name NEW BERN, CITY OF
0425010
and PWSID No. (if available):
Project Name: HIDDEN HARBOR S/D
Serial No. 0401932
Issue Date: 01/04/2005
Expiration Date: 24 months after Issue Date
In accordance with NCAC 18C .0305, this Authorization to Construct must be posted for inspection
at the primary entrance to the job site during construction.
S .
o?0F WATt-, Michael r. Easley. Governor
January 11, 2005
Mr. Walter B. Hartman, City Manager
City of New Bern
P. O. Box 1129
New Bern, North Carolina 28563-1129
Subject: Application No. WQ0024632
Additional Information Request
' Hidden Harbor Subdivision
Wastewater Collection System Extension
Craven County
Dear Mr. Hartman:
' The Pretreatment. Emergency Response and Collection System Unit has conducted a preliminary review of the
subject permit application package. Additional information is required before we may continue our review.
' Please address the attached items no later than February 11, 2005.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may result in
future requests for additional information.
? 7 William G. Ross Jr.. Secretary
? ? C North Carolina Department o(Er,vironment and Natural Raourecs
-t
Alan W. Klimek. P.E., Director
Division of 1\'atcr Quality
Please reference the subject application number when providing the requested information. Two copies of all
revised and/or additional documentation should be signed, sealed. dated, and submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested
date may result in your application being returned as incomplete.
' Note that the Division has recently reorganized. All sewer related matters are now handled through the
Pretreatrent. Emergency Response and Collection Systems Unit under the Point Source Branch. The
Unit is located on the 13th floor of the Archdale building in downtown Raleigh. Please ensure the
letterhead information is used for all correspondence to ensure timely delivery.
If you have any questions regarding this request, please do not hesitate to contact me at (919) 733-503
extension 375. You may also check the future status of this project online at
htrn://h: o.enr.state.nc.us/bims/Report s/rccorts Permit s.htmL Thank you for your cooperation.

Sincerely.
A. Bennie Gcetze. Jr.. P.
Environmental Engineer

cc: Mr. Robert Tankard, Washington Regional Office. Surface Water Protection Section
Mr. Joe Riddick• Jr.. P. E.. Robcrt bt. Chiles. P. E. Encinccrs 1u1d Cunsultar.ts. P. O. Box 3496. Ncw Bern. NC 25564-3496
Permit Application File WQ0024682

,One
NorthCarolina
I-Vaturall?

Preaeaar,ent. Emergency Rc;ponsc anti Collecncn Systems Unit Intern.: http!/l12o enr.nc.s:zt-..avncipti
1617 Mail Scrv ice Ccntcr. Raicigh. NC 2':6911.161 7 An Equal Opportunity Action Empluvcr
Tclcp^nnc (919) Fax (919) ?33-0059 501$ recyc:cd/10% post-consa-cr raper

City of New Bern
Hidden Harbor Subdivision
Vacuum Sewer
Application Number WQ0024682
Review Comments
January 11-, 2005
General

Based on the A/E's certification in the Permit Application that all 15A NCAC 2H.0200
requirements regarding gravity sewers and force mains, and the Division of Water Quality's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 have been met, a review of
these items has not been performed. It shall be the permittee's responsibility to ensure the plans
and specifications meet the appropriate design criteria and rules. Final approval of these
documents will not imply approval of any variance from these criteria unless specifically
requested and granted. Failure to comply may result in penalties in accordance with North
Carolina General Statute 143-215.6A - 143-215.6C, construction of additional facilities, and/or
referral of the N.C. Professional Engineer to the licensing board.
2. Provide complete, detailed, design calculations, signed and sealed by a professional engineer
registered in North Carolina. The AirVac Manual details the methodology to be used. These
calculations, when complete to the existing vacuum station will also provide the required
downstream sewer analysis.
3. The application indicates that the entire project is not subject to flooding. Provide a letter signed
and sealed by the engineer stating this fact and referencing the source of the information.
4. This project was submitted as a new project. Per the application, this project connects to an
existing vacuum sewer system (WQ0006865) with the same owner. Upon issuance of this
permit it is sugcested that a permit modification be made to combine these permits into one.
This will minimize the total paper work involved with this system and allow the entire vacuum
system to be tracked in one permit.
5.
Specifications
' 1. Section 0330 - Provide the specific strength, concrete to aggregate to water ratio, slump, etc,
required for this project.
2. Section 1054 - It is strongly recommended that a detection tape be buried above the pipe in
addition to the detection ware. See also Section 1502, Part 2V.71.
3. Section 1502, Pact 2V.12 - This lists Section 1054 as Detection Tape. Only detection wire is
' covered in this section. (See also Section 1507, Part 7.12). (See comment I above). Section
1054 is listed variously as Detection Tape or Detection Wire throughout the other sections.
' 4. Section 1502, Part 2V.64 - All water from dewatering operations shall be disposed of in
accordance with the NC Sedimentation and Pollution Control Act.
I

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Jan 11 05 01:16p DWq PERCS UNIT 919-733-0059 p.4
5. Section 1502, Part 2V.82.d - This Section and Section 1507, Part 7.20 requires a vacuum test at
22 in Hg. Section 1512, Part 2V.21 and Section 1513, Part 3.20 require a test at 24 in HIg.
Please clarify. Also note that 'in Hg' is missing from the test pressure in Section 1513, Part
2V.20.
Plans
1.
3.
4.
Provide a legend for all symbols used on the plans.
Sheet 2 -
a. Clearly label the vacuum sewer line in the plan view.
b. The Nlatch Line at Lot 19 should read Sheet 1.
Sheet 3 - The Match Line at Lot 11 should read Sheet 1.
Sheet 4
a. Optional Access Points - Confirm if these are required. If not, this detail should be
deleted. If used, they should be shown in both the plan and profile views at the
appropriate locations.
b. Valve Sump Detail - Clearly indicate which lid is required. (Clarify if the optional lid
may be used.)
C. Provide a detail of the service line to the house. Show the air intake vent as well as any
required backflow preventer. The air intake vent must be set at least 2 feet above the 100
year flood elevation.
d. Provide bedding details for the pipe installation.
' U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200411623 County: Craven U.S.G.S. Quad: New Bern
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Z & R Associates LLC, c/o George Chiles - Robert Chiles, P.E.
Address: P. O. Box 3496
New Bern, NC 23564
' Telephone No.: 252-6374702
Size and location of property (waterbody, road name/number, town, etc.) An approximate 22.7 acre tract located on the
east side of NCSR 1200 (Countrv Club Road) 0.5 miles south of the intersection with U S Hwy 70 adjacent to an
unnamed tributrav that flows to the Trent River in the Citv of New Bern. Craven Countv. North Carolina
Indicate Whicli of the Following Applv:
_ Based on preliminary information, there may be 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.
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.
X 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.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . 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.
_ 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 may be relied upon for a period not to exceed five years from the date of this
notification.
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.
Remarks: Unnamed tributarv is a ma ade canal.
Corps Regulatory Official:
r /
Date 08/11/2004 Expiration Date 08/11/2009
' Page 1 of 2
Action Id. 200411623
' 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
determination and/or the Corps regulatory program, please contact Scott Jones at 252-975-1616 ext. 27.

1

Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corns Wetland Delineation Manual
and is located adjacent to an unnamed tributarv which flows to the Trent River.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form.
Page 2 of 2

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Determination of Jurisdiction:
Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described project area subject to the permit 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 may be relied upon for a period not to exceed five years from the date of this
notification.
? There are waters of the US and/or wetlands within the above described project area 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.
® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
' jurisdictional determination issued 09/28/2004. Action ID 200411783
'Basis of Jurisdictional 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. The vvaterbodv exhibits an Ordinary
High Water Mark as indicated by changes in soil character and absence of terrestrial vegetation and is connected to the Trent
River.
Corps Regulatory Official:
'Date 01/03/2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANT S, ETC., MUST .BE
'.ATTACHED TO THE FILE COPY OF THIS FORA, IF REQUIRED OR AVAILABLE.
Copy Furnished:
1

Page 2 of 2
Action ID Number:200510077
'I' Permittee: Z & R Associates, LLC
' Date Permit Issued: 01/03/2005
Project Manager: Scott Jones
County:Craven
1 Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
' US AILMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WASHINGTONREGULATORY FIELD OFFICE
Post Office Box 1000
Washington, North Carolina 27889
' Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
I accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
' Signature of Permittee
e
Date

\ PROPOSED VtTLARD CONSERVATION EASEMENT - 59927 S0. PT.

WE7lu40 AREA - EG692 SO. R.
Q

W£TLUIDS IMPACTED 2327 50. TT.
5751 50. TT. AREA TO UE EXCAVATE
TO EXISTIIIG W£TLAfID CRAVE

15-0 RCP
10 $E V.( R ASE 41 N 1111.. 11111
U11U1T EASE III T \ `?1t cm ,

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WEiIANDS IMPACTED 10510 SO. TT. -
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7?
WETLAND AREA - 23660 50. TT.
WE LAND AREA IMPACTED - 13137 50. TT. ,

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$
E13 WETLAND IMPACT MAP
TOTAL u£TL-O AREA _ 92360 S0. TT.
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HIDDEN HARBOR SUB0119510N
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" NO. ?003190 EfmjfvI! AND CCNSULTA7R7
6OALL• 1' _ T00' NEW PERIL NORTH CAPOLINA
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DANNY MEADOWS, Director

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public ?WorU, department
P.O. BOX 1129
-Qew ern, P'.&
28563-1129
Z, tree Lrenturie5 of -?Porth Carolina 3E)eritage
August 31, 2004
LETTER OF APPROVAL
Mr. Marvin L. Raines
Z & R Associates, LLC
312 South Front Street
New Bern, NC 28560
RE: Stormwater Management Plan for Nitrogen Reduction - No. 23
Hidden Harbor
Responsible Party: Z & R Associates, LLC
Dear Mr. Stilley:
PHONE [phone]
FAX [phone]
This letter is to advise that your submittal of plans and application are in comnliance
with the City of New Bern Stormwater Quality Management and Discharge Control
Ordinance. Your plan contains one (1) proposed Structural B2\0. No offset payments are
due for total nitrogen reduction. The Structural BLIP technical review fee of 5200, BtifP as-
built inspection fee of 5200, and the standard application fee of S'00, for an overall total of
S800.00 was received in the original application.
Pror to the issuance of a building permit, a recorded copy of a Declaration of
Covenants for Storm and Surface Water Facility tilaintenance must be received bvmy ofrice.
(An undated copy of Covenants was issued on January 14, 2003 to replace the one currently
found in the City of New Bern Stormwater Management Manual. Please contact my office
if you need an updated copy.)
This permit also requires the necessarymaintenance of the proposed 3MP as set forth
in your operation and maintenance plan and the payment of a yearly inspection fee to the City
of New Bern in the amount set by the Board of Alderman for such inspections, as required
under the City of New Bern Stormwater Quality lanagement and Discharge Ordinance.
'$friiiinu fir Yr?llzn>
Stormwater Permit No. 23
Page 2 of 2
We thank you for your concern for water quality issues and efforts toward the
' improvement of the Neuse River and look forward to working with you to insure the future
of this resource is protected for generations to come.

Sincerely,
Danny Meadows
Stormwater Administrator
Cc: Michael L. Rice, P.E., Robert A Chiles Engineers .?
C. T. Clayton, Sr., P. E.
Richard Morris, Public Works Superintendent
' John Clark, Chief Building Inspector
File
CITY OF NEW BERN STORMWATER PERMIT`
rrt. ; ,3i
(Form SW-010)
J.
development Hidden Harbor
11wner or Contact, Person Marvin L. Raines, Z & RAssociates, LLC.
?ddress 312 South Front Street
New Bern, NC 28560
Date Issued: August 31, 2004
his permit is provided under the City of New Bern Stormwater Ordinance and covers construction
ctivities as submitted on the Stormwater Management Plan and accompanying drawings, calculations
and other documentation for the period ending August 31, 2006 (2 years from date issued).
Inspection Requirement
Each structural component (Best Management Practice or BCvIP) constructed under this permit requires a
final, as-built inspection prior to the use of the property as described in the Stormwater Management Plan.
ou must call the City of New Bern Stormwater Administrator's office to schedule that inspection. Failure
k0arrange for the required inspection prior to beginning the intended use of the property shall void this
No Modifications
There shall be no modifications to the drainage patterns, structures, operation and maintenance, or other
features approved in Stormwater Management Plan without the prior approval of the Stormwater
,Administrator.
lAdditional Requirements
,.EAdditional requirements, conditions, variances, and approvals are included as part of this permit as
ttached and here referenced: Recorded coov of Declaration of Covenants
'Please keep a copy of this Stormwater Permit at your site. This permit does not supersede any other
permit requirements or approvals required for your development. Your cooperation is appreciated.
'Sincerely,

City of New Bern Stormwater
Administrator or Representative
Cf ldal Use Cnly: Stormwater Permit No. 23, Date approved .august 31.2004
VII. List of Adjacent Riparian Property Owners
City of New Bern Certified Mail Receipt - 7004 1160 0002 2769 1190
Mr. William B. Hartman, Jr.
P.O. Box 1129
New Bern, NC 28563
Olde Town Subdivision Partnership Certified Mail Receipt - 7004 3400 0011 5237 2595
P.O. Box 907
New Bern, NC 28563
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Hidden Harbor - CAMA Major Application
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
a
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 285643496
18 January 2005
Mr. William B. Hartman, Jr.
City Manager - City of New Bern
PO Box 1129
New Bern, N.C. 28563
CERTIFIED RETURN RECEIPT 7004 1160 0002 2769 1190
SUBJECT: Hidden Harbor CAMA Major Permit Application
BUSINESS: 252.637-4702
FAX: [phone]
rmcengr ©econnect.net
Enclosures: (1) NCDENR Division of Coastal Management
Application for Permit to Develop In North Carolina's Coastal Area with
relevant Application Forms and Work Plats.
Dear Mr. Hartman:
As an adjacent property owner to our Client, Z&R Associates, LLC, we are providing the
above enclosure for your review and comment.
In compliance with the application process, we are required to notify the adjacent riparian
property owners that they have thirty(30) days from the receipt of this notification within
which to comment on the proposed permit application.
If you have comments, please direct them to the North Carolina Division of
Environmental and Natural Resources (NCDENR), Division of Coastal Management
(DCiV1), Washington District, at 943 Washington Square Mall, Washington, NC 27889.
Indicate clearly that your comments relate to the Hidden Harbor Subdivision.
Should you have any questions regarding the information contained in the application,
either contact DCM at 252-946-6481 or feel free to contact our office 252-637-4702 at
your earliest convenience.
Best regards,
George Chiles
ROBERT M. CHILES, P.E.
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
CCMMERCIAL. INDUSTRIAL. MARINE AND RAILROAD FACILITIES CESIGN
FCRENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

ROBERT M. CHILES, P.E.
' ENGINEERS, CONSULTANTS
a
MARINE SURVEYORS
417-A BROAD ST. BUSINESS: 252.637.4702
P.O. BOX 3496 FAX: [phone]
' NEW BERN, NORTH CAROLINA 26564.3496 rmcengrOcconned.net
19 January 2005
' Olde Town Subdivision Partnership
PO Box 907
New Bern, N.C. 28563
CERTIFIED RETURN RECEIPT 7004 3400 0011 5237 2595
SUBJECT: Hidden Harbor CAMA Major Permit Application
' Enclosures: (1) NCDENR Division of Coastal Management
Application for Permit to Develop In North Carolina's Coastal Area with
relevant Application Forms and Work Plats.
Dear Adjacent Riparian Property Owner:
As an adjacent property owner to our Client, Z&R Associates, LLC, we are providing the
above enclosure for your review and comment.
' In compliance with the application process, we are required to notify the adjacent riparian
property owners that they have thirty(30) days from the receipt of this notification within
which to comment on the proposed permit application.
If you have comments, please direct them to the North Carolina Division of
' Environmental and Natural Resources (NCDENR), Division of Coastal Management
(DCM), Washington District, at 943 Washington Square Mall, Washington, NC 27889.
Indicate clearly that your comments relate to the Hidden Harbor Subdivision.
t Should you have any questions regarding the information contained in the application,
' either contact DCM at 252-946-6481 or feel free to contact our office 252-637-4702 at
your earliest convenience.
' Yours tuly,
George Chiles
ROBERT M. CHILES, P.E.
1

' MECHANICAL. CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL. MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE
C
VIII. Application Fee - Express Permit
' Robert M. Chiles, P.E., Engineers & Consultants
Check No. 28579
Pay to: NCDENR
' $2000.00

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Hidden Harbor - CAMA Major Application