24891_RIVERSHORE, LLC_20000323

CAMA and DREDGE AND FILL � -6
G E N E R A L 2.4. 1
PERMIT
as authorized by the State of North Carolina
Department of Environment and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
Applicant Name
Address
City
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
PROJECT DESCRIPTION SKETCH
Pier (dock) Length
Groin Length
number
Bulkhead Length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
State
i ms permit is suoject to compliance with this application, site drawing
and attached general and specific conditions. Any violation of these terms
may subject the permittee to a fine, imprisonment or civil action; and
may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit of-
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project is consistent with the local
land use plan and all local ordinances, and 2) a written statement has
been obtained from adjacent riparian landowners certifying that they
have no objections to the proposed work.
In issuing this permit the State of North Carolina certifies that this project
is consistent with the North Carolina Coastal Management Program.
Phone Number
Zip
(SCALE: )
applicant's signature
permit officer's signature
issuing date expiration date
attachments
CA.
application fee

RIVERS AND ASSOCIATES,
SURVEYORS
ENGINEER GREENVIL.LE, NC 27834
PAY C
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TO THE
ORDER OF
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RIVERS AND ASSOCIATES, INC.
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CDENR
,ggzx, ES HUNT JR.
GOVERNOR
ka
4HILL HOLMAN
FSECR E TA RY
-_-ii DONNA D. MOF'FITt-
'- DIRECTOR
• NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
March 23, 2000
Rivershore, LLC
c/o Eric Frank
107 E. Second Street
Greenville, N.C. 27858
Dear Eric:
Attached is General Permit #C-24891 to install a subaqueous sewer force main at noted
property located in Bridgeton, North Carolina.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the yellow and pink signed copies to us in the enclosed, self-
addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
M. Scott Jones
Coastal Management Representative
MSJ/rcb
Enclosures
7N ANtSR1LR�
MOREHEAD CITY OFFICE
HESTRON PLAZA II, 151-B HIGHWAY 24, MOREHEAD CITY NC 28557
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50q RECYCLED / 10q POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

RiVers
Associates,
LiKJanuary 5, 2000
Mr. Scott Jones
NC Department of Environment and Natural Resources
Division of Coastal Management
151-B Hwy. 24, Hestron Building
Morehead City, NC 28557
Re: Neuse River Crossing Force Main and Lift Station, New Bern, NC
File 99146 D
Dear Mr. Jones,
J 'N 10 Ll.U'vj )
Engineers
Planners
Surveyors
This letter and the attachments described below are to serve as the application for a general
permit for the referenced project. The City of New Bern and Rivershore, LLC are proposing to
run a sewer force main consisting of 8" and 10" pipe from the City of New Bern to the future
Rivershore, LLC development. The line will be routed to the south side of Sandy Point Road at
the Neuse River and will be directionally bored under the river to an area next to Old US 17 on
the west side of the river and tied into the existing lift station. The use of the directional bore
under the river should minimize the environmental impact of the crossing in comparison to
dredging the line in.
• One complete set of plans
• Copies of the Return Receipts from the adjacent land owners
• One copy of the adjacent land owner notification letter signed and returned by Zachary
Taylor
• One Rivers and Associates, Inc. check in the amount of $50.00
We have not received authorization from the Division of Water Quality yet, but are awaiting
approval of the permit application that has already been sent in. We are currently working on
obtaining the necessary easement from the Department Of Administration. These two items will
be sent to you upon receipt. Please review the attached drawings and contact me if anything
further is required. If you have any questions, please do not hesitate to call.
Sincerdy,
Eric Frank, P
cc:
Rhett Taylor
107 East Second Street, Greenville, NC 27858 • Post Office Box 929 • Greenville, NC 27835 • [phone] • FAX [phone]
E-mail: [e-mail]

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' "' CEd VEO O c C 2 3
1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
December 17, 1999
Zachary Taylor
PO Box 12006
New Bern, NC 28561
Dear Sir or Madam:
0 200Dt
This correspondence is to notify you as an adjacent riparian landowner that the City of New Bern
plans to construct a sewer line onsite of a parcel of property owned by the City of New Bern
located approximately 100 feet south of the old US 17 abandoned bridge crossing the Neuse
River to Sandy Point Road (SR 1609). The attached location map accurately depicts the
proposed construction. _
Should you have no objections to the proposed construction, please check the appropriate
statement below, sign, date and return as soon as possible to:
Rivers and Associates, Inc.
/ c/o Eric Frank
V 107 East Second Street
Greenville, NC 27835
Should you have objections to this proposal please send your written comments to Mr. Scott
Jones, NC Division of Coastal Management, 151-B Hwy. 24, Hestron Building, Morehead City,
NC 28557. Written comments must be received by the Division of Coastal Management within
10 days of receipt of this notice.
No response within 10 days of receipt of the correspondence will be interpreted as no objection.
Sincerely,
r
Eric , P.E.
y I have no objection to the proposed project as described in this correspondence.
as presently proposed and have enclosed comments.
(Signature)
P:\Muni\Newbem\Neuse-Xing\C\CAMA-Adj.Owner-Taylor.doc

SUDAN 1 SHRINERS
P.O. DRAWER 490 •403 E. FRONT ST. NEW BERN, NORTH CAROLINA 28563-0490
PHONE [phone] • FAX [phone]
January 6, 2000
Mr. Scott Jones
NC Division of Coastal Management
151-B Hwy. 24
Hestron Building
Morehead City, NC 28557
Dear Mr. Scott:
C (I.
J AN 10 2uuu L �
COA;;Tr, l
I response to Mr. Eric Frank's December 17, 1999 letter (see attached copy), we are
acknowledging receipt of his certified mail, with no objections to the proposed project,
provided that the construction is not on our property.
If you have any specific questions, please don't hesitate to call our office.
R ectfully,
Rick Welborn
Business Manager
RAW/saj
cc: J. Eley Newsome, Potentate
Hugh T. Hardee, Chief Rabban
B. F. Smith, Jr., Recorder

lki�
SUDAN
SHRINERS
R.A. "Rick" Welborn
Business Manager
P.O. Drawer 490 Office: [phone]
403 East Front St. Toll Free: [phone]
New Bern, NC 28563 Fax: [phone]

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
December 17, 1999
Lodge -Sudan Temple Holding Corporation
PO Box 490
New Bern, NC 28563
Dear Sir or Madam:
Jr PJ 0 202
U
This correspondence is to notify you as an adjacent riparian landowner that the City of New Bern
plans to construct a sewer line onsite of a parcel of property owned by the City of New Bern
located approximately 100 feet south of the old US 17 abandoned bridge crossing the Neuse
River to Sandy Point Road (SR 1609). The attached location map accurately depicts the
proposed construction.
Should you have no objections to the proposed construction, please check the appropriate
statement below, sign, date and return as soon as possible to:
Rivers and Associates, Inc.
c/o Eric Frank
107 East Second Street
Greenville, NC 27835
Should you have objections to this proposal please send your written comments to Mr. Scott
Jones, NC Division of Coastal Management, 151-B Hwy. 24, Hestron Building, Morehead City,
NC 28557. Written comments must be received by the Division of Coastal Management within
10 days of receipt of this notice.
No response within 10 days of receipt of the correspondence will be interpreted as no objection.
Sine ely,
Eric F P.E.
I have no objection to the proposed project as described in this correspondence.
Kv
havenctions to the project as presently proposed and have enclosed comments.
UUAUL---_ (Signature)
A �1 • IX) (Date)

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Rivers
_ &Associates,
Inc.
To: Mr. Scott Jones
NCDENR
Division of Coastal Management
151-B Hwy. 24, Hestron Building
Morehead City, NC 28557
GENTLEMEN:
WE ARE SENDING YOU
[ ] Shop Drawings
( ] Copy of letter
Engineers / Planners / Surveyors • Greenville, North Carolina
LETTER OF TRANSMITTAL
Date
Job No.
3/16/00 99146 D
ATTENTION:
Mr. Scott Jones
SUBJECT:
New Bern, NC
Neuse River Crossing Force Main and Lift Station
[X] Attached [ ] Under separate cover via
[ ] Prints [ ] Plans [ ] Samples
[ ] Change order (X) Other permit copy
A'O /� j� the following items:
[ ] Specifications `
COPIES
DATE
No.
DESCRIPTION
1
3/16/00
--
Copy of DWQ permit dated March 16, 2000
THESE ARE TRANSMITTED as checked below:
[ ] For approval [ ) Approved [ j Resubmit 0 copies for approval
[ ] For your use [ ] Approved as noted [ ] Submit copies for distribution
[ ] As requested [ ] Disapproved [ ] Return corrected prints
[ ] For review and comment M Other See above
REMARKS: Here is a copy of the DWQ authorization as required for a General Permit. Please forward
a copy of the General Permit to me at your earliest convenience as it is needed to
obtain the DOA easement necessary for this project. Thank you.
Rhett Taylor
COPY TO File
If enclosures are not as noted, kindly notify us at once
SIGNED:
11 i' Frank, PE
107 East Second Street * Post Office Box 929 * Greenville, North Carolina 27835 * [phone] * FAX [phone]
8410 Falls of Neuse Road, Suite D * Raleigh, North Carolina 27615 * [phone] * FAX [phone]

RECEIVED MAID
State of North Carolina
Department of Environment
and Natural Resources •
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 10, 2000
��
Mr. Walter B. Hartman, City Manager MAR 1 2000 a
City of New Bern _
P. O. Box 1129 ENT
New Bern, North Carolina 28563`�
Subject: Permit No. WQ0017826
City of New Bern
Neuse River Crossing
Wastewater Collection System
Craven County
Dear Mr. Hartman:
In accordance with your application received December 30, 1999, and additional information received
February 25, 2000 and March 7, 2000 we are forwarding herewith Permit No. 17826 dated March 10, 2000, to
the City of New Bern for the construction and operation of the subject wastewater collection extension. This
permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein.
Please pay particular attention to the following construction requirements established by Condition
No. 1 l .f. and Condition 11.2 respectively:
Pressure gauges will be installed on both sides of the Neuse River crossing to monitor the
integrity of the force main, and
Flushing connections at the river crossing to allow periodic removal of solids deposits.
Permitting of this project does not constitute an acceptance of any part of the plans and specifications
that do not meet 15A NCAC 2H .0200 and the Division of Water Quality's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 unless specifically mentioned herein. Division approval is based on the
acceptance of the certification provided by a N.C. Professional Engineer on Page 6 of the subject permit
application form. It shall be the permittee's responsibility to ensure the plans and specifications meet the
appropriate design criteria and rules. 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days followin; receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Bennie Goetze, Jr., P E. at [phone] extension
362.
- Sinc e
Kerr T. Stevens
cc: Craven County Health Department
Washington Regional Office, Water Quality Section (New Bern WWTP)
Rivers and Associates, Inc.
Neuse River Foundation
Rick Dove, Riverkeeper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of New Bern
Craven County
FOR THE
j MAR 1 Y 2000
construction and operation of approximately a 490-GPM pump station with duplex pumps, on -site audible and
visual high water alarms, telemetry, and standby portable generator; approximately 6,414 linear feet of 8-inch
force main and approximately 6,170 linear feet of 10-inch force main to serve the Taylor Development, and the
discharge of 0 GPD of collected domestic and commercial wastewater into the the City of New Bern's existing
sewerage system, pursuant to the application received December 30, 1999, and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, 1 5A NCAC 2H .0200, the Division of Water Quality's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, the approved plans and specifications, and other supporting data unless
specifically mentioned herein.
2. This permit is effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of New Bern's Wastewater
Treatment Facility (NPDES Permit No. NC0026348) prior to being discharged into the receiving stream.
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality (Division) accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved.

Construction of the sewers, pump station(s) and force main shall be scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of
the State.
7. Upon completion of construction and prior to operation of this permitted facility, a certification and a
copy of the record drawings (i.e., as -constructed plans) must be received from a professional engineer
certifying that the permitted facility has been installed in accordance with the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, 15A NCAC 2H .0200, this permit, and other
supporting materials. If this project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit and provide a final certificate of
completion once the entire project has been completed. A copy of the record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial certification. Mail the
Certification and one (1) copy of the record drawings to the Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit or to construct the facilities in
accordance with the conditions of this permit, 15A NCAC 2H .0200, the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, the approved plans and specifications, and other
supporting data may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the pump
station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three feet
cannot be maintained,
f. Gauges to monitor the consistency of the force main pressure through the Neuse River crossing,
Cr. Flushing connections to allow periodic flushing of the river crossing to remove solids deposits,
h Sufficient devices which will protect the pump station from vandals, and
i Flood protection if the pump station is located below the 100-year flood elevation.
j Adherence with the following minimum separations:
(i) Storm sewers (vertical) 12 inches
GO Water mains (vertical -water over sewer) 18 inches or (horizontal) 10 feet
(iii) In benched trenches (vertical) 18 inches
(iv) Any private or public water supply source, including any WS-I waters or Class I or Class II
impounded reservoirs used as a source of drinking water 100 feet
(v) Waters classified WS (other than WS-1), B, SA, ORW, HQW, or SB [from normal high water (or
tide elevation)] 50 feet
(vi) Any other stream, lake or impoundment 10 feet
(vii) Any building foundation 5 feet
(viii) Any basement 10 feet
(ix) Top slope of embankment or cuts of 2 feet or more vertical height 10 feet

(x) Drainage systems
(I) Interceptor drains 5 feet
(II) Ground water lowering and surface drainage ditches 10 feet
(xi) Any swimming pool 10 feet
(xii) Ferrous sewer pipe with joints equivalent to water main standards, shall be used where these
minimum separations cannot be maintained. The minimum separation shall however not be less
than 25 feet from a private well or 50 feet from a public water supply well;
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement wastewater collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252) 946-
6481, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5)
days following first knowledge of the occurrence. This report must outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
Permit issued this the th day of March, 2000.
NORTH OLINA E NTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director —
Division of Water Quality MAR:JO
{
By Authority of the Environmental Management Commission
Permit Number WQ0017826 ---''' -
3

Permit No. WQ0017826
March 10, 2000
ENGINEER'S CERTIFICATION -
Partial Final
1, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized by the Permittee to observe (periodically, weekly, full time) the
construction of the project,
Project Name Location and County
hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction
such that the construction was observed to be built within substantial compliance and intent of the Division of
Water Quality's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, 15A NCAC 2H .0200, this
permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
The above Engineer's Certification must be completed and submitted to the address below with one (1) copy of
the Record Drawings (i.e., as -constructed plans) of the permitted facilities. This project shall not be considered
complete and allowed to operate until this Engineer's Certification and the Record Drawings have been submitted.
Any wastewater flow made tributary to the permitted facilities prior to completion of this Engineer's Certification
shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
0

�QWM�
State of North Carolina
Department of Environment and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor Bill Holman, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
January 21, 2000
LETTER OF APPROVAL WITH MODIFICATION
Rivershore, LLC
ATTN: Mr. Rhett Taylor, Managing Member
Post Office Box 12006
New Bern, North Carolina 28561
RE: Erosion and Sedimentation Control Plan
Neuse River Crossing Force Main and Lift Station
SR 1609 and Neuse River - Craven County
River Basin: Neuse
Date Received: January 6, 2000
Responsible Party: Rivershore, LLC
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the
referenced 1.7 ± acre disturbance. Based on the information provided, we have determined the
submitted plan for the installation of pipe and a lift station, if properly implemented, will meet
the minimum requirements of the Act. We, therefore, issue this LETTER OF APPROVAL
WITH the following MODIFICATION.
In the event of a conflict between the requirements of the Sedimentation Pollution
Control Act, the NCDOT encroachment agreement and the contract specifications,
the more restrictive requirement shall prevail.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was
enacted. It established a performance oriented program requiring a project owner or developer
to protect adjoining natural resources and properties, both during and after construction, from the
effects of accelerated erosion. It is YOUR RESPONSIBILITY to understand and comply with
the following minimum requirements of the Act:
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone], FAX [phone]
An Equal Opportunity Employeer 50%recycled/10% post -consumer paper

Rivershore, LLC
ATTN: Mr. Rhett Taylor, Managing Member
January 21, 2000
Page 2
-- an erosion and sedimentation control plan is only valid for 3 years
following the date of initial approval, if no land -disturbing activity has been
undertaken;
-- a copy of the LATEST APPROVED soil erosion and sediment control plan
must be on file at the job site;
-- a buffer zone, sufficient to restrain visible sedimentation, must be provided
and maintained between the land -disturbing activity and any adjacent
property or watercourse;
-- new or affected cut or filled slopes must be at an angle that can be retained
by vegetative cover•,
-- new or g'Meted barren A 2ne= a. s must be rovided with ground cover
sufficient to restrain erosion within the shorter of IS working or 30
calendar days of completion of anY 12hase (rough orAnal) f aadjug
(RYE GRASS IS NOT in the approved seeding specifications nor is it an
ACCEPLARLF, substitute for the providing of a temporary ground cover);
-- unless a temporary, manufactured, lining material has been specified, a
clean straw mulch must be applied, at the minimum rate of 2 tonslacre, 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 comply with the intent of the Act, the scheduling of the land -
disturbing activities is to be such that both the area of exposure and the
time between the land disturbance and the providing of a ground cover is
minimized;
-- a permanent ground cover, sufficient restrain erosion, must be provided
within the shorter of 30 working or 120 calendar days after completion of
construction or development on any portion of the tract;
-- except in the case of an emergency, a revised erosion and sedimentation
control plan must be submitted to and approved by this office prior to
initiating any significant changes in the construction, grading or drainage
plans; and,

Rivershore, LLC
ATTN: Mr. Rhett Taylor, Managing Member
January 21, 2000
Page 3
-- this approval is based, in part, on the accuracy of the information provided
in the Financial Responsibilityl Ownership form submitted with the project
plans. You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that to ensure compliance with the approved plan and the program
requirements, unannounced periodic inspections will be made. If it is determined that the
implemented plan is inadequate, this office may require the installation of additional measures
and/or that the plan be revised to comply with state law. (Note: Revisions to the scope of this
project without prior approval of the plan showing the changes can be considered a violation).
Failure to comply with any part of the approved plan or with any requirements of this program
could result in the taking of appropriate legal action against the financially responsible party
(Rivershore, LLC). One option is the assessing of a civil penalty of 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. It would be
appreciated if you would contact this office to advise Mr. Bill Crew (252-946-6481, ext. 374) of
the construction start-up date, contractor and on -site contact person or, please, complete and
return the attached Project Information Sheet to the above named.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations and rules. In addition, the land disturbing activity
described in this plan may also require approval or permitting from other agencies - Federal, State
or local. These could include the U.S. Army Corps of Engineers under Article 4.0.4.
jurisdiction, the Division of Water Quality - Surface Water Section under stormwater regulations
(contact Mr. Bill Moore, 252-946-6481, 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 existing buffers along
watercourses 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". In riparian areas 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 water. In riparian areas with forest

Rivershore, LLC
ATTN: Mr. Rhett Taylor, Managing Member
January 21, 2000
Page 4
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 Wetland/401 Unit at 919-733-1786.
Since reV
Patrick H. McClain, PE
Assistant Regional Engineer
fim
enclosures
cc: (w/o enc.)
Eric Frank, PE, Rivers and Associates
Ted Sherrod, NCDOT
Jim Mulligan, Division of Water Quality
Scott Jones, Division of Coastal Management

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FORCE MAIN AND LIFT STATION
CITY OF NEW BERN, CRA I/EN COUNTY, NwC.
1) RELATIONSHIP OF WATER MAINS TO SANI TAR SEWERS
WA TER MAINS SHALL BE LAID A T LEAST TEN FEET (10) LA TERALL Y FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT A TEN FOOT (10) SEPARATION, IN WHICH CASE:
THE WA TER MAIN IS LAID IN A SEPARA TE TRENCH WITH THE ELEVA TION OF THE BOTTOM OF THE WA TER MAIN A T LEAST EIGHTEEN INCHES
(18') ABOVE THE TOP OF THE SEWER, OR
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN INCHES (18') ABOVE THE TOP
OF THE SEWER.
WHENEVER I T IS NECESSARY FOR A WA TER MAIN TO CROSS OVER A SEWER, THE WA TER MAIN SHALL BE LAID A T SUCH AN ELEVA TION
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN INCHES (18") ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS
OR BARRIERS PREVENT AN EIGHTEEN INCH (18') VERTICAL SEPARATION; IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER SHALL
BE CONSTRUCTED OF FERROUS MATERIALS AND WITH THE JOINTS WHICH ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
OF TEN FEET (10) ON EACH SIDE OF THE POINT OF CROSSING.
WHENEVER I T IS NECESSARY FOR A WA TER MAIN TO CROSS UNDER A SEWER, BO TH THE WA TER MAIN AND THE SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS FOR A DISTANCE OF TEN FEET (10) ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
WATER MAIN PIPE SHALL BE CENTERED OVER THE CROSSING.
2) REL A 77ONSHIP OF WATER MAINS TO STORM SEWERS
WHEN UNDER GROUND STRUCTURES OR STORM SEWERS ARE ENCOUNTERED, TWELVE INCHES (12") MINIMUM VERTICAL SEPARATION SHALL_
BE MAINTAINED.
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021554
IN
DATE"
SURVEY
DRAFT0CW/EJ
DESIGN E.
CHECK ;- ,GG
INDEX TO DRA WINGS
COVER PAGE, LOCATION MAP
SHEET
1
STA. 0+00 TO 30+00 NEUSE RIVER
SHEET
2
STA. 30 + 00 TO 60 + 00 NEUSE RIVER
SHEET
3
STA. 60+00 TO 90+00 SANDY POINT ROAD
SHEET
4
STA. 90+00 TO 116+00 GALLOWAY STREET
SHEET
5
STA. 116+00 TO 125+84 GALLOWAY STREET
SHEET
6
LIFT STATION DETAILS
SHEET
7
DETAILS
SHEET
8
DETAILS
SHEET
9
TRAFFIC CONTROL
SHEET
E-1
PUMP STATION ELECTRICAL PLANS & DETAILS
EXIS77NG (%l7L1775
CONTRACTOR SHALL CONTACT N. C. ONE -CALL 48 HOURS
PRIOR TO ANY EXCA VA TION.
EXISTING UTILITIES VERIFIED TO BE IN THE PROJECT AREA
CONSIST OF THE FOLLOWING:
1. CAROLINA TELEPHONE - BURIED TELEPHONE CABLES.
EROSION AND SEDIMENTA TION CONTROL PROVISIONS
1. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL
EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS, WHICHEVER IS SHORTER, OF ANY PHASE OF CONSTRUCTION.
2. AREAS TO BE PERMANENTLY SEEDED SHALL INCLUDE ALL AREAS
DISTURBED FOR THE DURATION OF CONTRACT PERFORMANCE.
J. IN ADDITION TO SEEDING, CONTRACTOR SHALL INSTALL
SILT FENCES AND/OR OTHER APPROVED STRUCTURES SO AS
TO PREVENT EROSION.
4. RIP -RAP WITH FILTER CLOTH UNDERLINER TO BE PROVIDED
AS NEEDED AT CULVERT INLETS OR ANY OTHER STRUCTURES.
5. ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL
EROSION CONTROL MEASURES SHOULD THE PLAN AT ITS
IMPLEMENTATION PROVE INADEQUATE OR EXTENUATING
CIRCUMSTANCES DURING CONSTRUCTION WARRANT ADDITIONAL
MEASURES.
6. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL
EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER
EACH RUNOFF PRODUCING EVENT. FAILURE TO KEEP EROSION
CONTROL DEVICES IN GOOD WORKING ORDER MA Y RESUL T
IN ISSUANCE OF A STOP WORK ORDER.
j AN 10 2000
0
• ers
ssociates, Engineers
�• 107 East Second St. Planners
Since Greenville, N.C. 27858
1918 [phone] Surveyors
DRAWING NO. W-2348
COVER SHEET

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isle
Surveyors
F CE
= 071554
STA 0+00 TO 30+00
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FORCE MAIN AND LIFT STATION
i
DATE
RI VERSHOF, E, L L C
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SURVEY CEL DRAFTEJF/DC
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Since Greenville, N.C. 27858ANA
1918 [phone] Surveyors
S TA. 30+ 00 TO 60+ 00
NEUSE RIVER CROSSING
FORCE MAIN AND LIFT STATION
RI VERSHORE, L L C
CITY OF NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
DATE �` —
SURVEY CEL
DRAFTEJFIDCW
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