128-96 Minor Mod Craven County

Permit Number
128-96
Permit Class
MODIFICATION/MINOR
X
STATE OF
Department of Envi;on
Resources
S '
}Prn�t}t
forf,,
Major Development _in an Area:of Environmental Concern
pursuant to NCGS 113A-118.:M'
Excavation and/or filling pursuant to NCGS 113-229
Issued to Craven County, 406 Craven Street, New Bern, NC 28560
authorizing development in Craven County at Brice Creek, at the SR1004 crossing
,as requested in the permittee's application dated 6/3/96 including attached workplans,
3, dated received 6/13/96 and letter application for modification dated 2/25/97.
This permit, issued on n — %rl , Ct 'I , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit modification authorizes conversion or use of the existing 8" line for reclaimed water
transfer to the proposed Reedy Branch land application site.
NOTE: The Division of Water Quality approved the treatment and spray irrigation
system on May 30, 1997 under Permit No. WQ0003765.
2) The proposed project must be reviewed and approved by the N.C. Dept. of Transportation, New Bern
District office, prior to the initiation of any construction activity and all work within the highway
right-of-way.
(Attached sheet for Additional Conditions)
This permiLaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31,1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Craven County Permit 9128-96
Page 2 of 2
ADDITIONAL CONDITIONS
3) The permittee will maintain the authorized work in good condition and in conformance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if they
abandon the project without having the permit transferred to a third party.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project.
This plan must be filed at least thirty (30) days prior to the beginning of any
land -disturbing activity. Submit this plan to the Dept. of Environment, Health,
and Natural Resources, Land Quality Section, 1424 Carolina Avenue,
Washington, NC 27889.
NOTE: Plans and specifications of all water system improvements must be approved
by the Division of Environmental Health prior to the award of a contract or
the initiation of construction (as required by 10 NCAC, 10D.0900, et. seq.).
For information, contact the Public Water Supply Section at [phone].
NOTE: The U. S. Army Corps of Engineers approved this project under General
Permit No. 198100049 on July 18, 1996.

Permit Class
Permit Number
128-96
Farffl 11 I-1C/LV Y [G1►/M Iloco)11
STATE
Department of Env
Resources
a , for A-O r
X Major Development in an Area.of Environmental Concern
pursuant to NCGS 113A=1i8.: -" ; v
Excavation and/or filling pursuant to NCGS 113-229
Issued to Craven County, 406 Craven Street, New Bern, NC 28560
authorizing development in Craven County at Brice Creek, at the SR1004 crossing
, as requested in the permittee's application dated 6/3/96 including attached workplans,
3, dated received 6/13/96 and letter application for modification dated 2/25/97.
This permit, issued on n — N1, c , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit modification authorizes conversion or use of the existing 8" line for reclaimed water
transfer to the proposed Reedy Branch land application site.
NOTE: The Division of Water Quality approved the treatment and spray irrigation
system on May 30, 1997 under Permit No. WQ0003765.
2) The proposed project must be reviewed and approved by the N.C. Dept. of Transportation, New Bern
District office, prior to the initiation of any construction activity and all work within the highway
right-of-way.
(Attached sheet for Additional Conditions)
This permit action may be appealed by the pemtittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31. 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger '. checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Pemrittee

Craven County Permit #128-96
Page 2 of 2
ADDITIONAL CONDITIONS
3) The permittee will maintain the authorized work in good condition and in conformance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if they
abandon the project without having the permit transferred to a third parry.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project.
This plan must be filed at least thirty (30) days prior to the beginning of any
land -disturbing activity,. Submit this plan to the Dept. of Environment, Health,
and Natural Resources, Land Quality Section, 1424 Carolina Avenue,
Washington, NC 27889.
NOTE: Plans and specifications of all water system improvements must be approved
by the Division of Environmental Health prior to the award of a contract or
the initiation of construction (as required by 10 NCAC, 10D.0900, et. seq.).
For information, contact the Public Water Supply Section at [phone].
NOTE: The U. S. Army Corps of Engineers approved this project under General
Permit No. 198100049 on July 18, 1996.

Permit Class
PermitNumber
MODIFICATION/MINOR
X
STATE OF NORTH CAROLINA
Department of Envuonmerit;'Healtlr & Natural Resources
i
P CIIt-'t
for° u 7 C•
Major Development in an Are of Environmental Concern
pursuant to NCGS 113A-118,'
rL'1A.M Nut.
Excavation and/or filling' pursuant~ to NCGS 113-229
Issued to Craven County, 406 Craven Street, New Bern, NC 28560
authorizing development in
Craven
County at Brice Creek, at the SR1004 crossing
128-96
, as requested in the permittee's application dated 6/3/96 including attached workplans,
3, dated received 6113196 and letter application for modification dated 2/25/97.
This permit, issued on n — N1, col , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit modification authorizes conversion or use of the existing 8" line for reclaimed water
transfer to the proposed Reedy Branch land application site.
NOTE: The Division of Water Quality approved the treatment and spray irrigation
system on May 30, 1997 under Permit No. WQ0003765.
2) The proposed project must be reviewed and approved by the N.C. Dept. of Transportation, NewBern
District office, prior to the initiation of any construction activity and all work within the highway
right-of-way.
(Attached sheet for Additional Conditions)
This permiLaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31,1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Craven County Permit #128-96
Page 2 of 2
ADDITIONAL CONDITIONS
3) The permittee will maintain the authorized work in good condition and in conformance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if they
abandon the project without having the permit transferred to a third party.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project.
This plan must be filed at least thirty (30) days prior to the beginning of any
land -disturbing activity. Submit this plan to the Dept. of Environment, Health,
and Natural Resources, Land Quality Section, 1424 Carolina Avenue,
Washington, NC 27889.
NOTE: Plans and specifications of all water system improvements must be approved
by the Division of Environmental Health prior to the award of a contract or
the initiation of construction (as required by 10 NCAC, 10D.0900, et. seq.).
For information, contact the Public Water Supply Section at [phone].
NOTE: The U. S. Army Corps of Engineers approved this project under General
Permit No. 198100049 on July 18, 1996.

Permit Class
MODIFICATION/NIINOR
STATE
Department of Env
X Major Devi
pursuant to
Excavation and/or
Resources
Concern
1139=118.'.:.=":}1
�.-
to NCGS 113-229
Issued to Craven County, 406 Craven Street, New Bern, NC 28560
authorizing development in
Craven
Permit Number
128-96
County at Brice Creek, at the SR1004 crossing
as requested in the permittee's application dated 6/3/96 including attached workplans,
3, dated received 6/13/96 and letter application for modification dated 2/25/97.
This permit, issued on n — S1, 9TI , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit modification authorizes conversion or use of the existing 8" line for reclaimed water
transfer to the proposed Reedy Branch land application site.
NOTE: The Division of Water Quality approved the treatment and spray irrigation
system on May 30, 1997 under Permit No. WQ0003765.
2) The proposed project must be reviewed and approved by the N.C. Dept. of Transportation, New Bern
District office, prior to the initiation of any construction activity and all work within the highway
right-of-way.
(Attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger . checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Craven County Permit #128-96
Page 2 of 2
ADDITIONAL CONDITIONS
3) The permittee will maintain the authorized work in good condition and in conformance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if they
abandon the project without having the permit transferred to a third party.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project.
This plan must be filed at least thirty (30) days prior to the beginning of any
land -disturbing activity. Submit this plan to the Dept. of Environment, Health,
and Natural Resources, Land Quality Section, 1424 Carolina Avenue,
Washington, NC 27889.
NOTE: Plans and specifications of all water system improvements must be approved
by the Division of Environmental Health prior to the award of a contract or
the initiation of construction (as required by 10 NCAC, IOD:0900, et. seq.).
For information, contact the Public Water Supply Section at [phone].
NOTE: The U. S. Army Corps of Engineers approved this project under General
Permit No. 198100049 on July 18, 1996.

L
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Brice Creek Bridge
1. APPLICANT
a. Landowner: Note: All work in NCDOT ROW
Craven County
Name Harold Blizzard, Manager
Address 406 Craven Street
City New Bern
State NC
Zip 28560 Day Phone [phone]no
Fax [phone]
b. Authorized Agent:
Name McKim & Creed Engineers, P.A.
Address 5625 Dillard Road. Sni tP 117
City Cary State NC
Zip 27511 Day Phone [phone]
Fax [phone]
c. Project name (if any) Craven County Water
System Improvements
NOTE: Permit will be issued in name of Zw&dawner(s), and/or
project Mme.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
c: Street address or secondary road number
SR1004, Approx. 500 ft. east of. SR1143
intersection.
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body, of water nearest project (e.g. river,
creek, sound, bay) Brice Creek
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.
Installation of 12" water line attached to
Southside Brice Creink.Bronversion
existing water eatCto north
side for use as reclaimed water main.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Upgrade potable water service
& increase fire flows. Existing 8" line wi
be converted for future use as reclaimed
water line connecting existing ounty
wastewater treatment facilities with
proposed land application sites near Reedy
Branch. New water line will e
attached to bridge requiring only trenchin
in shoulders of approach roadway See
narrative.
,ioac.vuo u.. • uwrYNRI�
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s)
N/A
c. Approximate elevation of tract above MHW or
NWL Approx. NWL=4.1' MSL at Bridge
d. Soil type(s) and textures) of tract
NIX
e. Vegetation on tract N/A
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan land
classification of the site? (Cansuu the docai lad use pim )
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
L Is the proposed project consistent with the applicable
zoning? N/A Yes No
(Attach zoning compliance wmficate, ifappGmbie)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes . x No
1. Are there wetlands on the site? _ Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach doamwnradon, if available)
m. Describe existing wastewater treatment facilities.
Land application
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.) N/A
o. Describe existing drinking water supply source.
Wells located west of New Bern
See Narrative
S. ADDITIONAL INFORMATION
In addition to. the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred an4
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian)- landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
See attached list
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of .processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. N/A
* • A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained N 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 3 day of June I9 96
Print Name David Temple.
e
Signature I&YA l �if4 A
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
_ DCM MP-2
Excavation and Fill Information
_ 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.
JUN 1 3 1996
Revised 03195

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. , Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers —Yes —No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) —Yes —No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
Boathouse (including covered lifts)
(I) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d.
Breakwater (e.g.
(1) Length
(2) Average
wetlands _
(3) Maximum
wetlands
wood, 'sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWLror
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give coinpleie desorption)
New 12" ductile iron water line to be
attached to Brice Creek Bridge. Existing
8" water line attached to Brice Creek
Bridge to be converted for future use as
a reclaimed water line.
Craven County Water System Tmprnvementc
A h t e
PP $� or � A
Signature
5/23/96
Date
J U N 1 3 1946
Revised 03/95
rzaara®��NN�M�illaw�

//`�'� �•• • o F- '4/' \.Oa _\ lib a• i. ',�i�l l { I lli' Il'' �' � l
®•w �\�i�n.\ � l n/�I'tld �i.y li ll 1 {-ir�h'I I,1�± . �
I.IIj y1'i 12'I �II 'li lil'�i'�T�h ��
.I yll1,I l 41 III'- 11 IY 1I�I III II'a II11li�ll'Ii I,H 54�+� {f` „S�'1411Z'Il i'I
1 .�I �4.ill'11I iII'I fill �I I I.lLlif Ifll it �I� I�. Ir t�� � II y I��
f. I,I111 1 I'I IJII;�IIYI �I '�Ij l 141'il ' L'YI._;Ci'sY 1 � I y
akW i
f ri �, illil i a�•`5i•• `r
u 0 "// -\�•b N'' '1111a�1 T{•.I {II C'��`b f�`�
04
11'I f • a I . � " � r' ��tn.
I I LLt
S
9

s
_
S.
a
air �fga
ate' fa -�
__V
_ d a._ sk — _a' �� f'— ---' 77
-AT
tal
_ r, Sa
I
m'P 8Rvw EX15TIN6 B �I� L OFF Epp (M ,
IC WATER LINE-------------------------_ S�
k fL'3
' _ fit'--lFFtBOP i WATER LINE
r-
-`"22
PLAN VIEW
SCALE I'=IW
1
¢
! I
a
3
40
40
I
6
'x
ST-H.^"WATER'i1NE;
(N.'SIDE
....-.. .. .v .. .. .. ..-... _m .. ..-._.. ..
_ _ _ _______ _ ."
30
I
---
_.... 9 .-...............1
.._.... ------
20
20
T
-"-".I
..... """t
"""__.--.-""""
.._""""""""...-.._-."_""""..".-._._""""""_
— -_"-"" ""
__._._.-._.. ".
"- ""_._.
"- .."".."_.
"_"" .._..-1_.."""" ""
..."""--- ---- ------"""""""----
---- -"-"""""
.--------."""" ".
"."......_.-._.:
". ."---....._
..
-10.S-19f,9f55
(-
.".._..-....-."-
10
10
.-.__.-----__-.
.__._.
..-._._ i
-_...
"".-Li-IAARGI-1996 -
- -
.- ..—_.
........ ... ........
.. .
-........
...-............
""""" . -' ---
----- "
6
0
g
1
11
i...
•- ........... ......
.---_--..
..-..-.......
--
.-...
.y---
_�- AR
.-
D NE
------_
".-...""""""""... ..."""""""......"-
".-".""""
. -....-...."""""
-._....._.-.."""i
. "".-"""""_
.. _"
_"""_".-..""""
"__.._ ....
.
""- _,APPROX_GROUN
3
_
"_ -_
_.•_-.
__ _
"
-1
YATION..
._.s.e�
-
-
h
. EN-EHQM1i.LQQI-BRIDE_
PLANS N0._8503053._
""
------
-
(Pf(O.iCT
D"nred""nuiaJ3Y"i47si
-"."--...-.
-"""_"""_"-_-
_--"_---.
-_"--_"-"""""."�
"__-__----
-_-"-"-"""""""""
"""
.... """"
._._.."""""_"""
..._..". """-"".""
...-...."""""."".
"""""�_-".."""
-..
...." "_
�r _`
_
-20
-- - --
---------------------------
----------------
RIDGE --PROFILE-------------------
- -- ----
-
-"--._....."""""-------------------
-_-_------------------
--------
�ON���NINN
30
30
74+00 75+00 76+00 77+00 78+00 79+00 80+00
DATE 05/28/96
l� /�cIX dL'�(-'T� MD
1V1`1�LLV�l7�i�asaj>u
CRAVEN COUNTY WATER
SYSTEM IMPROVEMENTS
SCALE AS NOTED
DRAWN y/DT
BRICE CREEK BRIDGE ATTACHMENT
1013 N 08082.0011.OR
ENGINEERS^ PLANNERS• SURVEYORS
WILMINGTONNORTH CAROUNA CARY, NORTH CAROUNA
NCSR 1004
SHEET 1 _ A
!1
GREENVILLE: NORTH CAROUNA SMITHFIELD. NORTH CAROUNAI
OF SHEETS

GUARDRAIL
DEM
Wo
GROER
PRE
.4,
N
Z,
PROPOSED tr WATER ME J
DOST. S' WATER ME. (70 BE CONVERTED
TO RECLADIED WATER USEAGE
BRICE CREEK
BRIDGE CROSS-SECTION
LOWNG EAST
JUN 1 3 1996
DATE 5/28/96
CRAVEN COUNTY WATER
SCALE
NTS
SYSTEM IMPROVEMENTS
DRAWN WDT
M
BRICE CREEK BRIDGE
JOB NO-1082-0011.OR
ENGINEERSPLANNERSSURVEYORS
CROSS SECTION
SHEET
1-B
WLMINGTON, NORTH CAROLINA CARY, NORTH CAROUNA
GREENVILLE, NORTH CAROLINA SMITHFIELD, NORTH CAROLINA
OF SHEETS

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Brice Creek Bridge
1. APPLICANT
a. Landowner: Note: All work in NCDOT ROW
Craven County
Nance Harold Blizzard, Manager
Address 406 Craven Street
City New Bern
Fax [phone]
b. Authorized Agent:
State NC
Name McKim & Creed Engineers, P.A.
Address 5625 Dillard Road. Sni to lt7
City C
Zip 27511
State NC
Day Phone [phone]
Fax [phone]
c. Project name (if any) Craven County Water
System Improvements
NOTE: Pernct wiU be issued in bme of lanndowner(s), and/or
project same.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
c. Street address or secondary road number
SR1004, Approx. 500 ft. east of SR1143
intersection.
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Brice Creek
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.
Installation of 12" water line attached to
Southside Brice Creek grid e. Conversion c
existing water ine attac e to north
side for use as reclaimed water main.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Upgrade potable water service
& increase fire flows. Existing 8" line wil
be converted for future use as reclaimed
water line connecting existing ounty
wastewater treatment facilities with
proposed land application sites near Reedy
Branch. New water line will e
attached to bridge requiring only trenching
in shoulders of approach roadway . See
narrative.
j.A.............. 0648�
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL Approx. NWL=4.1' MSL at Bridge
d. Soil ty
N/Ape(s) and texture(s) of tract
e. Vegetation on tract N/A
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local iand use plan.)
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? N/A Yes No
(Attach zoning compliance cetdficate, if appHcabk)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes . X No
1. Are there wetlands on the site? _ Yes X No.. -
Coastal (marsh) Other "
If yes, has a delineation been conducted?
(Anach docummcadon, if available)
m. Describe existing wastewater treatment facilities.
Land application
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.) N/A
o. Describe existing drinking water supply source.
Wells located west of New Bern
See Narrative
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings, are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army. Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
-- Revised 03/95- - —

Form DCM-MP-I
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
See attached list
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. N/A
* • A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNUSSION
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 3 day of June 19 96
Print Name DaviRLS
Signature & ��.
tmidowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
_ DCM MP-2
Excavation and Fill Information
_ DCM MP-3
Upland Development
x DCM MP4
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.
JUN 1 3 1996
Revised 03/95

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes _No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes _ No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
New 12" ductile iron water line to be
attached to Brice Creek Bridge. Existing
8" water line attached to Brice Creek
Bridge to be converted for future use as
a reclaimed water line.
Craven County Water System improvPmPnrs
App6�gt or 11h eSignature I
5/23/96
Date
JUN 1 3 1996
Revised 03/95

taAio To V�
_ ew ern
Lighter UnIOn Pointy
y San(
pJ
B �� Piling t{
aul
10a1 Jame- //y��.
B L •f . .
- •'��®opt ,:
"� BM 14� •� - x�rea
�.
113 � -
y.
io
24
�� •\
. 4
5/'' � M1 �, T i r o
�n5-NO I •'1 heater 'Dreater
I RRRPPPPPP -� -T
. M Y 5 31 •� o �. ,r\
�IS a i
Z6 hams'•'
� r
121 '•,,�
C�
17
�15
±•_ 111 `
\� n
st ula

;c
rr t
t
ti
r t�
ti
�V �

r
PLAN VIEW
se" 1'-IW
___
40
PROPOSED 12' WATER ❑NE, (S.
-- —
EXIST 8' WATER LINE (N_ S1OE)
n- —
._...
+y _ .._ -..
nII
30
`�"
_ ,—`_ .._.,.. TOP Of RNL
a ..
30
20
—
---
-
_t_.
- MAX. H, W ELEV
105(9/19/55)
_ —_
--
20
_
GIRDET?s
NORMAL H. W. ELEV.
) 0
-.. -.
A2' MARCH 1996
0
i
_.__.
0
•
APPRO%. GROUND
LINE ....-- ___.._..
)
NOTE: H. W- ELEV. IWTRMATIGN
TAKEN FROM NCOOT BRIDGE
- ° _. .• _.. ...
_,
-_Lc
PLANS, (PRO. CT NO 6.503053.
"
DATED AUGUST 1979)
�J ly I
L
BRIDGE PROFILE
[W►
20
LooNmc NORTH
riYNWNMNNMM_
-.
M��...-..
30
30
/ct00 ---
76+C3 77+00 78+00
79+00 80+00
T �
1V1
#
CRAVEN COUNTY WATER
SYSTEM IMPROVEMENTS
SCALE AS NOTED
-OTED
DRnwN WDT
ENGINEERS -PLANNERS -SURVEYORS
WLMINGTON, NORTH CARONNA CARY, NORTH CAROLINA
GREENVILLE, NORTH CAROLINA SMITHFlELD, NORTH CAROLINA
BRICE CREEK BRIDGE ATTACHMENT
NCSR 1004
JOB NO. 1082.0011.OR
SHEET q _
I A
OF SHEETS
S\10E0\0011\Gw\cA n

Q
NEW
GUARDRAIL
OEIK
nai e � 5" . .. -::.9J k r '.1 F ..... 4e T
'�•: � n
t-A
CW�
I PILE CAP
•
R
F
WIOPO® IY MFA IlE
ElOST. 8' WATER ME.(TO BE CONVERTED
A RECWMED WATER USEAGE
BRICE CREEK BRIDGE CR❑SS—SECTION
LOWING EAST
�a �6
L 3
.00d"o", NK�NiN
DATE 5/28/96SCALE
CRAVEN COUNTY WATER
NTT
SYSTEM IMPROVEMENTS
DRAWN WDT
BRICE CREEK BRIDGE
Joe N0.1082-0011.0R
ENGINEERS • PLANNERS •SURWYORS
CROSS SECTION
SHEET
1 -j�
1AILMINGTON, NORTH CAROLINA CARY. NORM CAROLINA
GREENVILLE, NORTH CAROLINA SMITHFIELD, NORTH CAROLINA
v
OF SHEETS

State of North Carolina
Department of Environment,
Health and of Resources I •
Division of Coastal Management
James B. Hunt, Jr., Governor p E H N FR
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
July 8, 1997
Craven County
406 Craven Street
New Bem, NC 28560
Dear Sir:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable,
the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is
retained by you and it must be available on site when the project is inspected for compliance. Please sign both the
original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding
means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1
or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, [phone] within twenty (20) days of this
decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved.
If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all
permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning
permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for
assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal
resources.
Very sincerely,
John R. Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/amw
Enclosure
wl P.O. Box 27687, N%A� An Equal OpportFAX 919-733-1495
Raleigh, North Carolina 27611-7687 unity/Affirmative Action Employer
Voice 919-733-2293 � 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
TO:
4,
L)FEE HNF1
DIVISION OF COASTAL MANAGEMENT/MAJOR PERMITS PROCESSING UNIT
FACSIMILE
OFFICE: CA —
FAX 6— 4 4
FROM:
# PAGES: 3
(including cover sheet)
COMMENTS:
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

CRAVEN COUNTY WATER SYSTEM IMPROVEMENTS
(SR 1004 12" Waterline)
PROJECT NARRATIVE
COASTAL AREA MANAGEMENT ACT (CAMA)
MAJOR DEVELOPMENT PERMIT
Craven County's water system is a rural type supply system located in and around small
communities east and west of New Bern. Water is drawn from wells west of New Bern
and pumped through transmission lines across the Trent River to the James City
community and beyond. Proposed system improvements, which include approximately
62,000 linear feet of 12-inch water main, are designed to remove "bottlenecks" in
transmission lines, eliminate low pressure problems in some areas and increase fire
flows.
Approximately 8,600 linear feet of 12-inch water main is to be installed along the eastern
shoulder of SR 1004, parallel to an existing 8-inch line located along the western
shoulder. The new main will run from the SR 1167 (Keso Road) intersection across
Scotts Creek, attached to the existing bridge, to a point just north of SR 1143. The new
line will be constructed using SDR-21 PVC, except for the bridge section which will be
Class 50 restrained joint ductile iron pipe.
As part of this project, the existing 8-inch main will be abandoned in place for later use
as a force main transporting reclaimed water to a proposed land application site near
Reedy Branch. The 8-inch line will be disconnected and plugged at SR 1167 and at SR
1143. All services, distribution laterals, and fire hydrants will be disconnected and
reconnected to the new 12-inch pipe line.
The existing pipe attached to the Scotts Creek Bridge was recently visually inspected.
No evidence of damage or leakage was found. Isolation valves are located near each
end of the bridge to isolate the bridge segment in the unlikely event that a leak or
rupture should occur.
r
JUN 1 9 1996
CA05276NAR. DOG

_ Division of Coastal Management
Application Processing Notes
Applicant: �7 %-\ -`) \.
D-••_II1iT-�
Date/Time: Message:
L1_�o-`1l

Division of Coastal Management
Application Processing Notes
Applicant: %
Deadline:
Date/Time: Message:
s - 4
3- , _ V%

,�jMcKfM&CREED
ENGINEERS February 25, 1997 M&C1082-0006.OR(40)
SURVEYORS
ARCHITECTS
PLANNERS Mr. Ted Tyndall
North Carolina Division of
Coastal Management
PO Box 769
Morehead City, North Carolina 28557
RE: Neuse River Water
and Sewer District
Permit Modification
Permit No. 128-96
Dear Mr. Tyndall:
On behalf of the Neuse River Water and Sewer District (NRWSD), this letter is to
request a permit modification to CAMA permit 128-96.
The Neuse River Water and Sewer District (NRWSD) wishes to convert the
existing 8" water main, which is suspended from Brices's Creek Bridge (SR
1004), to a reclaimed water force main. In accordance with Condition #1 of the
referenced permit, please find enclosed a copy of the letter for approval for the
FONSI which has been prepared following the 201 Facilities Plan and associated
environmental assessment.
As Condition #2 of the permit, also please find enclosed a copy of the DOT
encroachment agreement. Also enclosed is a check for $50.00 for the permit
fee.
243 NORTH FRONT STREET
WIIKINGTON, NO 28401
W1343-1048
FAX [phone]

Mr. Ted Tyndall
February 25, 1997
Page 2
If you have any questions or need any additional information, please feel free to
contact me.
Sincerely,
Mc/KIIIMM" & CREED ENGINEERS, PA.
Thomas E. Cadwallader, P.E.
Project Engineer
/sro
enclosures: Approval of the amended NRWSD.
DOT/Craven County Encroachment Agreement.
Check for $50.00.
cc: John Parker - CAMA - Raleigh
Timothy G. Broome, P.E.
Harold Blizzard
Rusty Hayes
F.\CLERICAL\1082\0006\40\2247t. doc �+�� '\vIcKI V - CRT
I-P

MEMORANDUM
TO: John Parker, Major Permits Manager
FROM: M. Ted Tyndall ,lye
SUBJECT: Modification Request for CAMA Major Permit #128-96 issued to Craven County
at Brices Creek, Craven County
DATE: February 27, 1997
Attached is a modification request and a copy of the $50 check for CAMA Major Permit
#128-96 for Craven County, from their consultant, Mr. Thomas E. Cadwallader of M`Kim &
Creed. In his letter, Mr. Cadwallader states that the Neuse River Water and Sewer District
(NRWSD) request that the permit be modified to allow the conversion of the existing 8" water
main, which is suspended from the Brices Creek bridge, to a reclaimed water force main.
According to the applicant, a copy of the letter for approval for the FONSI was attached. I did
not find such a specific letter attached. What I did find was an approval letter from Mr. John
R. Blowe of the Construction Grants and Loans Section of DWQ (attached). In that letter, Mr.
Blowe states that the Department of Administration has determined that the review process was
adequate for the Amended Neuse River Water and Sewer District 201 Facilities Plan. And that
the requirements of the State Environmental Policy Act (SEPA) have been satisfied. Also, in
reference to condition #2 of the permit, the consultant also enclosed a copy of the DOT
encroachment agreement (also attached).
The project as originally submitted does appear consistent with the appropriate CRC rules
and regulations. And it is my understanding, that the application was reviewed with this
conversion in mind. Accordingly, if the project has received approval from the Department of
Administration and the project is indeed in compliance with the SEPA, then I have no objections
to the permit being modified as requested with the conditions listed on the original permit
remaining valid.
ATTACHMENTS
cc: Charles Jones, w/attachments
Raleigh Bland - COE, Washington, w/o attachments

E.

ENGINEERS February251997
, M&C1082-0006.OR(40)
SURVEYORS
ARCHITECTS
PLANNERS Mr. Ted Tyndall
North Carolina Division of
Coastal Management
PO Box 769
Morehead City, North Carolina 28557
RE: Neuse River Water
and Sewer District
Permit Modification
Permit No. 128-96
Dear Mr. Tyndall:
On behalf of the Neuse River Water and Sewer District (NRWSD), this letter is to
request a permit modification to CAMA permit 128-96.
The Neuse River Water and Sewer District (NRWSD) wishes to convert the
existing 8" water main, which is suspended from Brices's Creek Bridge (SR
1004), to a reclaimed water force main. In accordance with Condition #1 of the
referenced permit, please find enclosed a copy of the letter for approval for the
FONSI which has been prepared following the 201 Facilities Plan and associated
environmental assessment.
As Condition #2 of the permit, also please find enclosed a copy of the DOT
encroachment agreement. Also enclosed is a check for $50.00 for the permit
fee.
243 NORTH FROM STREET
NLMMGTON, NC 28401
919/343.1048
FAX [phone]

Mr. Ted Tyndall
February 25, 1997
Page 2
If you have any questions or need any additional information, please feel free to
contact me.
Sincerely,
McKIM & CREED ENGINEERS, P.A.
Thomas E. Cadwallader, P.E.
Project Engineer
/sro
enclosures: Approval of the amended NRWSD.
DOT/Craven County Encroachment Agreement.
Check for $50.00.
cc: John Parker - CAMA - Raleigh
Timothy G. Broome, P.E.
Harold Blizzard
Rusty Hayes
A
FACLERICAL1108210006140122471md0e 0;0,r-,McKM&CR=

MEMORANDUM
TO: John Parker, Major Permits Manager
FROM: M. Ted Tyndall
SUBJECT: Modification Request for CAMA Major Permit #128-96 issued to Craven County
at Brices Creek, Craven County
DATE: February 27, 1997
Attached is a modification request and a copy of the $50 check for CAMA Major Permit
#128-96 for Craven County from their consultant, Mr. Thomas E. Cadwallader of McKim &
Creed. In his letter, Mr. Cadwallader states that the Neuse River Water and Sewer District
(NRWSD) request that the permit be modified to allow the conversion of the existing 8" water
main, which is suspended from the Brices Creek bridge, to a reclaimed water force
According to the applicant, a copy of the letter for approval for the FONSI was attached. What
I did find was an approval letter from Mr. John R. Blowe of the Construction Grants and Loans
Section of DWQ (attached). In that letter, Mr. Blowe states that the Department of
Administration has determined that the review process was adequate for the Amended Neuse
River Water and Sewer District 201 Facilities Plan. And that the requirements of the State
Environmental Policy Act (SEPA) have been satisfied. Also, in reference to condition #2 of the G SJ
permit, the consultant also enclosed a copy of the DOT encroachment agreement (attached). p��
The project as originally submitted does appear consistent with the appropriate CRC rules L 7
and regulations. And it is my understanding, that the application was reviewed with this CI�4
conversion in mind. Accordingly, if the project has received approval from the Department of u
Administration and the project is indeed in compliance with the SEPA, then I have no objections
to the permit being modified as requested with the conditions listed on the original permit
remaining valid.
ATTACHMENTS
cc: Charles Jones
Raleigh Bland - COE, Washington

1,
JA
McKM&CREED
TO rvC DrulSiad OF CM57WL p%AV&F4-1&
Po 130k `/69
c3 g q-l 4 e_FN jp F L-L sg
w10eEQ rYl Xr A655-7
GENTLEMEN:
WE ARE SENDING YOU kAttached
❑ Shop drawings ❑ Prints
❑ Other
LETTER OF
TRANSMITTAL
DATE 0-6-97
'K§§2 o06,o4
ATTENRON Tr Dn T
Al ,-(_L
^
Wo AP
65 59: 4(v�
' S< k D/S i
3410E s C08EE
r �[
❑ Under separate cover
❑ Originals ❑ Samples
the following items:
❑ Specifications
9uan.
Dwg. No.
Description
Status
l .
ffO D5-1-IA14 -261 MAWWWL 1,t',aZMC
r,
i1
fFEBf:
Status Code: A. Approved C. Rejected —Re -submit E. For your Information
B. Approved as noted D. Revise and Re -submit F. Refer to remarks
REMARKS / Y5 J4_�Wi
CJ7„S R-E-,�QUE5
/ W
CO1VJUnfG7-7CNV G1J/-rH
.S- X7 &CGr'G'Y
gMLWT 4V_9z
6Wr FcIlL
U64SI6N OF hnl�
hA! 8 "
94Fe1/6LiF0 Li 7E/L
4-W E. 7�VE
,PFCYe_ -, GtnlF_ JS
Tb
96d,50d� % ui9-/J_&a
7-0 771-F- A&WV
/34�11ALGF/
CC:
SUITE 117, BUILDING 1 5625 DILLARD ROAD CARY. NC 27511 919/233-8091
McKIM & CREED ENGINEERS, PA

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P,E„ Director
January 28, 1997
Mr. Harold Blizzard, County Manager
County of Craven
Administration Building
406 Craven Street
New Bern, North Carolina 28560
IDEH R
FEB 0 7 1997
�NYYSf00i6D � ra iYaAiAi7gIN1!
Subject: Approval of the Amended Neuse
River Water and Sewer District
201 Facilities Plan
Project No. CS370719-03
Dear Mr. Blizzard:
The Construction Grants and Loans Section has completed the review of the amended
Neuse River Water and Sewer District 201 Facilities Plan and the supplemental document. The
proposed amendment for a land application system near Reedy Branch has been determined to
be satisfactory and is hereby approved. The Department of Administration has also determined
that the review process for the amendment was adequate, and the requirements of the State
Environmental Policy Act have been satisfied.
The North Carolina Coastal Federation and concerned citizens of the Deer Run
subdivision submitted the enclosed comments to the State Clearinghouse during the review
process. No additional information was presented which would alter the selected alternative as
advertised. However, it is recommended that Craven County review the comments and work
with the citizens to address the local concerns. It is further recommended that Craven County
continue to develop and implement appropriate policies and regulatory measures (storm water
management, zoning ordinance, failed septic system connections, etc.) to further protect
groundwater and surface waters in the area. The non -discharge permit for this project, when
issued, will contain a condition requiring everyone with an existing septic tank to connect to the
public sewer upon failure of the nitrification field, provided that the public sewer is within
reasonable access of the property line.
Construction Grants & Loans Section 41% A FAX [phone]
P.O. Box 29579, Raleigh, North Carolina 27626-0579 Nif An Equal Opportunity/Affirmative Action Employer
Voice 919-733-6900 C��_ N 50% recycles/10% post -consumer paper

Mr. Harold Blizzard
Page 2
RECEIVED
Ep 3 �97
Afttvl- ,.
If you have any questions concerning this matter, please contact me at [phone] or
Jay Lucas at 715-6225.
Pp,�A"
ir
John R. Blowe, P.E., Chief
Construction Grants and Loans Section
Attachments
cc: McKim & Creed
State Clearinghouse
Washington Regional Office
North Carolina Coastal Federation
J. R Green
Barbara & Howard Jenner
Bob & Bonnie Norris
Edward A. Nasser
Linda Teegarden

1919e336023 P.02
fa a_13�41
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. 0. Box 1587
Greenville, NC 27836
February 17, 1997
COUNTY: Craven (17-97-04)
SUBJECT: Encroachment Contract -The County of Craven
Mr. Harold Blizzard
County Manager
County of Craven
406 Craven Street
New Bern, N-C. 28560
Attached hereto, for your files, is a copy of the Right of Way Encroachment
Contract which has been properly executed. This contract covers the following:
Installation of approximately 13.550 L.F. of 8" PVC reclaimed water force main
and conversion of approximately 7,080 L.F. of abandoned 8" water line to
reclaimed water force main along Marion Drive, SR 1004, and SR 1144; also
appurtenances as shown on the attached plans.
APPROVED SUBJECT TO:
(1) Notify the District Engineers Office in New Bern [phone] prior
to beginning and upon completion of work.
(2) Workmanship and materials to conform to D.O.T. standards and
specifications. Use of Class 200 minimum strength PVC pipe required.
(3) Contact the appropriate Utility Company(ies) involved and make
satisfactory arrangements to adjust the utilities in conflict with the
proposed work prior to construction.
(4) Any pavement or drainage structure disturbed or damaged shall be
restored to its original condition as directed by the District Engineer.

Page -2-
Mr. Harold Blizzard - Manager
The County of Craven
February 17, 1997
(5) Traffic Control Devices shall be in accordance with the Manual on
Uniform Traffic Control Devices and amendments or supplements
thereto. Proper traffic control devices, signs, etc, shall be installed to
insure public safety.
(6) Trenching, bore pits, and/or other excavations shall not be left open or
- unsafe overnight.
(7) Fill areas/backfill material to be thoroughly compacted to 95% original
density. All trenched material shall be compacted in maximum 6"
layers by mechanical tamp or other previously approved method of
compaction. Any material removed from the trench/pifthat is
contaminated or unsuitable for backfill shall be disposed of off DOT
right of way.
(8) Dress, seed and mulch all disturbed areas in accordance with
Attachment #3. This operation to be performed on a weekly basis.
Under no circumstances shall rye grass be allowed (abruzzi or
otherwise) for the seeding of areas within the right of way.
(9) Encroaching party shall provide D.O.T. with appropriate verification
(seed tags, invoices, etc.) of applied seed mixtures.
(10) Proper temporary and permanent measures shall be used to control
erosion and sedimentation in accordance with all local, State and
Federal regulations.
01) When surface areas in excess of one acre will be disturbed, the
Encroaching Party shall submit to the District Engineer a Sediment and
Erosion Control Plan which has been approved by the appropriate
regulatory agency or authority prior to beginning any work on the Right
of Way. Failure to provide this information shall be grounds for
suspension of operations.

P.04
Page -3-
Mr. Harold Blizzard - Manager
The County of Craven
February 17, 1997
(12) It shall be the responsibility of the encroaching party to remove all
temporary erosion control measures once a satisfactory vegetative
cover has been established.
(13) All roadway signs are to be replaced before the end of the same work
day.
(14) Reclaimed water force main under all concrete and asphalt driveways,
and State maintained roads within the State right of way crossed by
this construction shall be installed per attachments 91 and #2 entitled
Special Provisions - Untrenched Construction. Any open cut in
contradiction to the above will be allowed only with written permission
from the property owner.
(15) No open cut of pavement on any state maintained road will be allowed.
(16) A construction project to upgrade Marion Drive to acceptable
maintenance condition for addition to the state system is scheduled for
Spring 1997. A 60-foot right of way has been acquired along the road
as staked by NC DOT. Installation shall be a minimum of 13 feet from
the proposed centerline of the road, or a maximum of 17 feet from the
DOT right of way stakes to avoid possible conflict with this project.
(17) A construction project to widen SR 1004 for left turn lanes into SR 1188
and the entrance to Hunters Ridge Subdivision is scheduled in the
near future. Installation shall be a minimum of 10 feet from the existing
edge of pavement for a distance of 500 feet each side of SR 1188 or
the entrance to Hunters Ridge Subdivision to avoid conflict with this
project and possible future relocation.
(18) Remain 3 foot minimum or 1 foot distance per 1 foot depth from edge of
pavement whichever is greater for shoulder installations. Remain 5
foot minimum from edge of pavement to edge of bore pit.

19196336823 P.05
Page -4-
Mr_ Harold Blizzard - Manager
The County of Craven
February 17, 1997
(19) Strict compliance with the Policies and Procedures for Accommodating
Utilities on Highway Rights of Way Manual shall be required.
(20) Where pipelines are installed in the right of way and are not of ferrous
material, a locating tape shall be installed with the pipeline.
(21) - In cases where less than minimum bury is necessary or where bores
are greater than 6", the pipe shall be protected with a casing.
(22) Valves and other appurtenances shall be located at the right of way or
to not Interfere with maintenance activities. All appurtenances to be
located flush with existing ground elevation.
(23) All manholes for air release valves and sewer line shall be of a
preapproved design. If any proposed structure is not of a design
preapproved by North Carolina Department of Transportation, the
second party shall submit details and design calculations signed and
sealed by a professional engineer for approval prior to construction.
(24) Due to the nature of the proposed work, the Division Engineer may
assign an inspector to make periodic inspections as the work
progresses, the cost of which shall be borne by the encroaching party.
(25) The Department of Transportation does not guarantee the right of way
on these roads, nor will it be responsible for any claim for damages
brought by any property owner by reason of the installation.
(26) No portion of the right of way shall be used for parking equipment
during construction.
(27) A $15,000 Performance Bond shall be submitted to the District Office
prior to beginning of work.
(28) Upon completion of the work, the utility owner shall submit an as built"
set of plans to the District Engineers Office which shall include

19196e36823 P.06
Page -5-
Mr. Harold Blizzard - Manager
The County of Craven .
February 17, 1997
accurate information as to the horizontal distance to the facility from
edge of main travel way and general depth in relation to existing
natural ground.
Sincerely, ev
C. E. Lassiter, Jr., P.E.
DIVISION ENGINEER
CEL,jr:WCR
Attachment
cc: Mr. J. B. Williamson, Jr., Manager of Right of Way
Mr. A. C. Everett, District Engineer
File

1919e336823
H 1 I Hc-. ry rte; Iv
SPECIAL PROVISIONS
Untrenched Construction
I if 1
er no conditions shall jetting or wet boring, with water, of utility pipelines
encasements under pavements be allowed,
Boring and Jacking
Smooth wall -or spiral weld steel pipe may be jacked:througli dry bores slightly
larger than the pipe bored progressively ahead of the leading edge of the advancing
pipe as spoil is mucked by the auger back through the pipe. As the dry boring
operation progresses, each new Section -of the encasement pipe shall be butt -wielded• to the section previouslySacked into place. Encasements shall extend from ditch' itne to ditch line in cut -.sect ions, 5',beyond the toe of slopes in -fill sections,
and 3' behind curb. sections.
If voids are encountered or occur outside the encasement.pipe, grout holes shall be•
Installed in tire top section of the encasement pipe at 10 foot centers and the.
+oids•f111ed with 1:3 Portland cement grout at sufficient pressure to prevent
settlement in fire roadway.
In the event an obstruction is encountered during the boring and jacking operation
the auger is to be withdrawn and tire excess pipe is to be cut off, capped, and
Filled with 1:3 Portland cement grout at sufficient pressure to fill all voids
refare moving to another boring site.
Size and wall thickness of smooth wall or spiral welded encasement tripe for baring
ind.jacking is as follows:
Pi Le Sizes .(O.D.}
Nall Thickness
4 to 12-3/4"
168
1G"
.250
20"
20
.250
24
. 250
30"
-.250
361..312
40"
.375
.500
P.07
aterlaIs, joints, protective coating, grouting, wall thickness of carrier, pipe,
elds, and cathodic protection shall be in accordance with applicable industry or
overnmentat codes,`as well as the specification of the Department of Transportation.
acing pipe shall be sealed at the ends to prevent flowing water and debris from
ntering Lire annular space between the casing and the carrier.
Ire grade of the top of t1V pipe or casing within rights -of -way
inimum bury as follows: -way should p_
A. .Longitudinal Installations ...................
3'.
C- CrossinCross gs Under Oitehess(Paved S Unpaved)2'
3' (BelowTravel Surface)
1peiines carrying flanuuable, corrosive, expansive, energized or unstable transmittants
rst comply w hir State,` Federal and Utility Codes, In n
iry be less than as indicated above. 0 case, shall the depth of

19196336823 P.06
Al IALflMtNT-�_2
w
01 TC'r'
ni
ft4i--5 BEYOMO TOE OF,
I FILL SLOPE

1 y1 ytiSZ6323 P.09
ATTACHMENT 3
AND MULCHING SCHEDULE
The kinds of seed and fertilizer, and the rates of application of
seed, fertilizer, and limestone shall be as stated below unless otherwise
directed by the Engineer. Fertilizer shall be 10-20-20 analysis. A
different analysis of fertilizer may be used provided the 1-2-2 ratio is
maintained and the rate of application is adjusted to provide the same
amount of plant food as a 10-20-20 analysis.
KY 31 Tall Fescue 100 pounds
Pensacola Bayhia Grass 50 pounds
Centipede 5 pounds
10-20-20 Fertilizer or Equivalent Mix 500 pounds
Lime 3000 pounds

19196336823 P.10
ROUTE MARION DRIVE, SR 1004 STATE OF NORTH CAROLINA
$$j144 PROJECT COUNTY OF CRAVEN
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
-AND- PRIMARY AND SECONDARY HIGHWAYS
l
CRAVEN COUNTY
406 Craven Street New Bern, N.C. 28560
THIS AGREEMENT, made and entered into this the day of 19
by and between the Department of Transportation, party of the first -part,• an `
CRAVEN COUNTY party of the second part,
W I T N E S S E T H:
THAT WHEREAS, the party of the stcrrDc sires to encroach on the right of way
Of the public -road designated as Route K located
ALONG N. HIDE SR 1004 6 SR1144 FROM PlARION
SR 1269
with the construction and/or erection ot APPROXIMATFLY 19 55n ir+ OF 8" pirc /n7
RECLAIMED WATER FORCE MAIN AND CONVERSTnurtlr ADD.%nvTMATPTT 7 nOnTa .vAsrn n..
WHEREAS, it is to the material advantage of the party of the second part to effect
this encroachment, and the party of the first part in the exercise of authority conferred
upon it by statute, is willing to permit the encroachment within the limits of the right
of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the
party of the second part the right and privilege to make this encroachment as shown on
attached plan sheet (s), specificat•ions and special provisions which are made a part
hereof upon the following conditions, to wit:
cord"" with That the installation, operation, and malntenar.ee of the above described facility will he aeeompllehad in ac-
17I RSOF-fiAY, Lana each revisions and zhe first pamendments arton etheprOalolEagi may AND pa�nDe�L•ocFOe ACCe?PIOMIIN. WILor a aTr1ESaeme�n HTG)rAAT
the pasty ee to thew policies and procedurea may be obtained from tke Division En Sneer or state Uti11t `
the party of the fiat part. g y Agent of
Thai the said party of the second part blade and obligates himself to install and maintain the encroaching
teeillty in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor
obatruct nor interfere with the proper maintenance thereof, to relmburas the party at the filet part for the cast
Incurred for any repalfe or maintenance to Its roadways and structures neceaeary due to the lnstallatior� and ex-
letence of the facilities of the party of the second part, and if at any time the party of the first part &hail
require the removal of of changes in the location of the said facilities, that the bald party of the second part
binds himself, hie successors and assigns, to Promptly remove or alter the said facilities, In order to conform
to the Bald requirement, without any cost to the party of the first part.
fiat the party of the second part agree. to Drovlde during construction and any aubseguent maintorance proper
signs algpal lights, flagmen and other varning devices for the protection of traffic in conformance with the latest
1lanual on Uniform Traffic Control Der ices ter .:Lrreta and Fli hwa s and Amendments or 3upplemente thereto. Ipfor-
in am o �e re Lulea ens refu atrcna may oO OOtdIAOd Zfom the Division. Engineer of the party of the flyat
That the party of the second part hereby agrae■ to indemnify and save hermlesa the party of the first part
from all damages and claims for damage that may art&e by reason of the installation and malhtenaace of this or,.
eroaehment.
That the party of the aocond part -green to restore all areas disturbed during Installation and maintenance
to the satisfaction of the Division Er,glnsor of the party of the first part. The party of the second part agrees
to exerclso every reasonable pre,:autlon durir.g construction and maintenance to prevent eroding of sell; silting of
pollutlon of theeair.s tllore, sha)lstw corpliance withrwater appllcable tolesnand regulationsround surfaces
the North Ciriline, or
Division of Environmental f6nagenent, North Carolinn Fiedir..ontation Control Cesmisslen, and with ordinan-cs and
regulations of various counties. sup icipalitlee and Other official agencies relating to pollution Frevent.on and
control. When any Installation or maintenance opera ticn disturbs the ground surface and the existing ground cover,
the party of the second part agrees to remove and rei.lace the sod or otherwise reestablish the grass cover to meat
the satisfaction of the Division Engineer of the party of the first part.
Ihet thw r.•..,.. ..a •L_ _____� ____

w n-ceeea Uavasicn F,nglneer of Via party of 10,9 first pe.t. - ... _._.."..
'-hat the party of the second part agrtee to have available at the construction site, at all times •durinq con-
firuetlon, a sere of thin 4g oemant showing v+i,-e.,�., of ��prcval t.y tho party of the first part. no party of the
first port reserves the right to stop 611 work wines evidence of approval can be show.
Provided the work contained in this agreement Se being perfoTmed on 4-completed highway open to traffic; the
party of the second part a7rtes to give written notico to the Division Engineer of the party of the first part when all work ccntalned horcin has bean completed. Dnlsas specifically requested by the party of the first part,
written natico of completlor. of work on highway pra)acte under construction will not he required.
That In the caea of nanoom;allance with the terra of this agrsamant by the party of theeeond ppeert. the party
of the first part reserves the right to stop all work until the facility has been brought Into i
sovd free tho right of way at no coat to the party of the first part. eosylsnce or ra-
Twt 1t fu ..yzee.: Lf 1,,,th pntles !hit this'egzeem.n: si,el: Lacer.. ve:d !f actual eonatruetion of the wart
contumptateu naroln is not megan witntn ono I11 year from zne sate or authorisation py the party or the first part
unless written waiver 1s secured by the party of the second part from the party of the first part.
During the performenee of this contract, the eeeond party, for itself, its assignees and sucesasors in Interest
(hereinafter referred to as the contractor'), )great, as follows:
e. __Co.pllonca with Y_ z?atlans: Tho contractor shall Comply with the Regulations relative to nondlscrimis-
NrEw in Tv MITy-v;,saT.l pro•]rara at th.o U. S. Department of Transportation. Title 62, Code of F-diral
tions)RLVOotlona, Part he es t"cy may )A vman4ed from time to ti ma, (hereinafter roterred. to as the ka;,vla-
tlor.a), whist. 4rt herein Snco>;perated Ly rafertnre and made a part of L1,Sa contract.
FORM R/W 16.1 (Rev. July I, 1977)
M

1 'ylyo.a .nod 2.�
b14.t 1..+t,u Cw ,n •tat ,It ux-.dA. Jt i.., L'O1J[, C{ IIntlGlla•
tractors, lncludinlpp procurements olmatertale and laaswe�ot equipment.
n tho
Including emplet* eLther eCent or Practices
vhgtly !t the dlacrimination Prohibitedby0. Ym practicaa arhen the contract cover' a progrcn set
e.
F.
P.11
aaloction and rotan'tIon of sub
The contractor ahall not partici.
section 21.3 of the Regulation&,
forth in Appliflax s at the Regulation.
-a•v++ar costa be notified by the ccntreetor�of the eontractoz1emoDl;getlonent each �ur derathsu contract r o tuD-
ubeontraetor or
equlatione relative to nondleerSminetlon on the grounds of race. ,ol,r, or national is con, and the
Inl n^orwa:non and tebarts; The contractor shall pravido all information and reports requ;red by rho 'Aegulations, or d;r
.S UeO pw%swot ln`d gyve And *. •llcwpar"' access to :t. boob, records, Accounts- ether W-reeS p( iMOre
as uy be deterw: ee tire{
r�th $uer k t o/ Transper to t:.-n or the feacral xlgh.ay faeinistra [!on to a atian, and its /ae�ll[�es
egulations Of d:rectlwas. Uners an I in(a ray t;On rebut« d of a contractor I e Dsrei,fent to afeaetain cmali
rho fails of rlf al of to (rMi$n this
;nferwae; on, one Contractor s in the l:PossessionP once
a 19bIT aowinitt«tlen of a !hail SO Caro ( to the Oc a of another
DOrebr;ate, and anal 1 Set Perth what a/for i' Oaf then( fo Tra nfDOrbtlOs. Of Ins feet4l
tf it has wade to obtain aAe in lormat[On,
ch. Do
for xantom}I l'anee: Ir one went of the contractor's noncompliance with Incnano;fertw;na c(en r r;
the OeD-r Nena oT «T nypprtat;tn shalt in: pse a o lions of sots Convace
bt aDDrcpflats, inclydlnq, but oat limn p such ean[:ac[ sanctions as :[ er the Federal M; gh.ay Adw;nnttfe
led Po, NOn way determine o
V) withholding of payren I to the contractor ruder the contract until the contractor eOwpl7e5, one/or
(2) cancellation. the
or toapenf;on of the "'tract. in whole or in Dart.
Inc ration of FeWliOns: The Contractor $nail ;nclwde the prow;sions of era «p&s "a" through '•f•• In t-er
Ineludrng procrrewen n•piwat erlal{ and I D 9 g
e here to, The contractor shall at eases of with
res;,nt, roles$ seep[ by the Re -la f sutcontraee,
or [he Federal hi hra a take soma action rah resaeel to any aaecen r g runs, or di«e[irea iswe0 Dura want
/tor toad, hawewer9 a d1, thention may d;ract es a oaam of eneerofn9 avchetf Or proeurtwent q the Department of Transportation that In the contractor becaw t D aeis;ons including sanetiens fee noncempi:once;
sappfier at • result of meh d;rectlan, h a ,n•ol•et ;n, or ;t threatened with, 111; &Non protect the interests of the Scale, and. ;n add;tloe way «gouts the Dtpafne"t of Transport;cion to en ter, Into such ltth 4 t;ttaf or
to proceed the Invests of she United States. • the contractor my request the united States [o enter Into such litigation to
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to
be executed in the day and year first above written.
DEPARTMENT OF TRANSPORTATION
ATTEST OR WITNESS:
DIVISION INGINE}�t
Second Party
INSTRUCTIONS
lCler th.. applicant Is a wrDent;o. or a Mau,IClpelleT, this agreement must have the corporate sea; amd be attested by tho
earpefaalon ceeretiry or by the empowered city offlelal, unless A wailer or corporate +sal and attestation by the ne«ury
or by the empwcfcd Citr offieI al Is on file In he balelgh office of the manager oit Rlgee of way, In the 'spaea he secretary
In
th if ag reemena for a+eeutlon, he name of the eerporation or municipality shall be typed abe•4 the name and title of all
Fer$enb $Igning the agreement should be typed directly belpr their signature.
Tnif agreement must DC aeCowpanied, In the form
Information; of an attaciwtcnt, by plant of drawings showing the following aDplICICAe
1. 411 roadways and fang, -
2. It I of way lines and where applicable' the control of access "A-'). Location of the eslstl.q and/or Proposed ancroaehment
h. Length, else and type of encroachment
S. NetnoO of Instollatlon
a. Olwensions showing the distance from the ancroacnment to edge of pavement, shoulders, ftfueturss, etc,
). distance by m %meT he dIs Hatton numher. If {tabop. number cannot be obtlined, local;,. should De show by dls•
distance from tone !den tillable point, such as a bridge, road, Intersection, etc. (To asSift In preparation of the
one roaeMynl plan. IAe Deparenent'$ roadway plant way be seen at the -moue highway Dlflslon off
f /i4s, or at the
Italtlgh office.)
a, Drainaaa etfucewr..

went W nure+t part of ftruCtu•e)cruwcn-
9. Method of Attachment to dninaga structures or bridges.
10. Manhole Lillie,
I1. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, $14"alks, ate.
12. Length, glee and type of encasement whdra required,
I). On underground crossing%, "Call" as to method of crossing ° boring and jacking, open cut, etc.
Ik, locatiw of wand
SENERAL REpula CAEm7s
1, Any attachment to a bridge or other drainage structure muse be approved b A Head of t
prior to sub.Aslen of encroachmen a y the e Structure Daa19n In Aalalgn
l possible
to I t Dthe C4A Engineer.
2. All twos sings should be es near of you Able norrol to the eantert:ne of the hlgA.ey.
). Mlntvann verticel clearances of overhead ,d res and cables SOove all roadways Must conform to clearances le[ out In
the National Electric safety Code.
s. Cnealcftntl $hall extend Iron ditch lint to ditch line In cut sections and 5' beyond toe of slopes In fill section..
S. All
van" Should he atanded to the right of way line or as otherwise required by the Department. S. A
D p eneasementt a to material and Strength $hall meet the standards and +peelfltall" of the Department.
7. Any special provltlon$ or specifications as to the performance of the work or the ny;thod Df construction that 'nay
be required by the Departnent must be sh,hn on S aepaeale sheet attached to eneroachmen[ agr atment provided thatsuch information cann. a% see she, an Plans or drawings.
S. The Depertment's Olvlfion Engineer should be given notice by the applies, prior %o actual starllpg 01 "InIU14[I en rnCluded In this agrecmtnt.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
May 30, 1997
Mr. Harold Blizzard, County Manager
Craven County
406 Craven Street
New Bern, North Carolina 28560
1�
A�
1DEHNFR
SUBJECT:
Dear Mr. Blizzard:
Neuse River Water & Sewer
District
Permit No. WQ0003765
Wastewater Collection,
Treatment and Spray Irrigation
System
Project No. CS370719-03
Craven County
In accordance with your application received December 2, 1996, we are forwarding
herewith Permit No. WQ0003765 as amended, dated May 30, 1997, to the Neuse River
Water and Sewer District for the construction and operation of the subject wastewater
collection, treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2002, shall void
Permit No WQ0003765 dated September 8, 1995 and shall be subject to the conditions and
limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to
you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P. O. Box 27447, Raleigh, N. C. 27611-7447. Unless such
demands are made, this permit shall be final and binding.
Construction Grants & Loans Section �A% FAX [phone]
P.O. Box 29579, Raleigh, North Carolina 27626-0579 N f An Equal Opportunity/Affirmative Action Employer
Voice 919-733-6900 TJ 50% recycles/10% post -consumer paper

-2,
One (1) set of final approved plans and specifications is to be forwarded to you, one
(1) set retained for our files.
A copy of the approved plans and specifications shall be maintained on file by the
Owner for the life of the project.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P. O. Box 29535, Raleigh, North Carolina
27626-0535. (Engineer's Certification Form is attached.) IlMadden,
If there are any questions concerning this matter, please contact Mr. Cec
Jr., P. E. at [phone].
Sincerely,
Presto 6ward, Jr., P.E.
Attachment
BG:nw
cc: McKim & Creed
Craven County Health Department
DWQ Washington Regional Office
Don Safrit
Groundwater Section
Facilities Assessment
Bennie Goetze, Jr., P. E.
Don Evans
Mr. Doug Linderman, Ward & Smith
Mrs. Linda Teegarden
CIU
DMU
SRF

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF
ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM 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
Neuse River Water & Sewer District
Craven County
FOR THE
continued operation of a wastewater collection system consisting of the routine maintenance of
the septic tank effluent pump (STEP) units which are connected to the system along with the
associated tanks, pumps, high water alarms, connections, valves, cleanouts, and appurtenances,
booster lift stations Nos. 1, 2, 3, 4, and 5 with dual 650 GPM, 310 GPM, 400 GPM, 373 GPM,
and 110 GPM submersible pumps, respectively, with approximately 5128 linear feet of 4-inch
force main, approximately 3994 linear feet of 6-inch force main, approximately 8778 linear feet
of 8-inch force main, approximately 11,900 linear feet of 10-inch force main, and approximately
824 linear feet of 12-inch force main, nineteen (19) cleanouts, twenty-one (21) gate valves and
boxes, and
the construction and operation of modifications and additions to the existing 0.350 MGD lagoon
and spray irrigation facility to provide for a 0.515 MGD reuse spray irrigation facility to include
a 1.6 MG aerated equalization basin with dual 900 SCFM, 15 hp blowers; an equalization pump
station with dual 300 GPM pumps; dual 0.26 MG aeration basins each with a 25 Hp mechanical
aerator; an aeration basin pump station with two 400 GPM pumps and one 800 GPM pump; dual
31 ft diameter clarifiers; a 198 ftZ traveling bridge filter with standby pumps, motors and blowers;
(dual 25 ft2 `FUZZY' filters with dual 400 GPM feed pumps and air scour blowers are to be bid
as an alternate); a dual channel chlorine contact tankwith dual calcium hypochlorite mixing and
feed facilities; continuous turbidity monitoring and recording; autodialer alarm system;
ultrasonic effluent flow measuring; a 0.86 MG aerobic digester with dual 25 Hp mechanical

aerators; a 5-day side stream storage pond; approximately 15,325 linear feet of 8-inch effluent
force main; a 0.260 MG steel reuse water storage tank; and two fixed nozzle spray irrigation
fields with a total wetted area of 109 acres consisting of a pump station with dual 1900 GPM
pumps and a 20 GPM pressure maintenance pump, approximately 1100 linearfeet of 12-inch
manifold, approximately 3600 linear feet of 10-inch manifold, approximately 4500 linear feet of
8-inch manifold, approximately 7600 linear feet of 4-inch irrigation pipe, approximately 3800
linear feet of 3-inch irrigation pipe, approximately 28,000 linear feet of 2-inch irrigation pipe,
approximately 2500 linear feet of 1-inch riser pipe, 425 - 12 GPM sprinkler heads, 14 - 8 GPM
sprinkler heads, 14 - 13.5 GPM sprinkler heads, planting 6 acres of buffer and 109 acres of spray
fields, and 9 monitoring wells; a 125 kW standby generator with automatic transfer switch; and
associated appurtenances, site and electrical work and
the continued operation of the existing 45 day storage lagoon and effluent chlorination facilities,
dual 1000 GPM vertical turbine irrigation pumps with approximately 11,925 linear feet of force
main, two (2) fixed nozzle spray irrigation fields with 1,091,178 square feet and 564,538 square
feet, respectively, and a linear move spray irrigation system with a wetted area of 2,921,250
square feet, approximately 1170 linear feet of 2-inch water line and all associated piping, valves
and appurtenances to serve
the Neuse River Water & Sewer District with no discharge of wastes to the surface waters,
pursuant to the application received December 2, 1996, and in conformity with the project plan,
specifications and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until March 31, 2002, shall void
Permit No. WQ0003765 issued September 8, 1995, and shall be subject to the following
specified conditions and limitations:
I. PERFORMANCE STANDARD
Upon completion of construction and prior to operation of this permitted facility,
a certification must be received from a professional engineer certifying that the
permitted facility has been installed in accordance with this permit, the approved
plans and specifications, and other supporting materials. Mail the Certification to
the Water Quality Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC
27626-0535.
2. The Washington Regional Office, telephone number [phone] shall be
notified at least forty-eight (48) hours in advance of operation of the installed
facilities so that an in -place inspection can be made. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays.

3. The spray irrigation facilities shall be effectively maintained and operated at all
times so that there is no discharge to the surface waters, nor any contamination of
ground waters which will render them unsatisfactory for normal use. In the event
that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions or failure of the irrigation area to adequately assimilate the wastewater,
the Permittee shall take immediate corrective actions including those actions that
may be required by the Division of Water Quality, such as the construction of
additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in
accordance with General Statute 143-215.1 and in a manner approved by the
North Carolina Division of Water Quality.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
7. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public
assembly under separate ownership,
b) 150 feet between wetted area and property lines,
c 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous
permits for this waste treatment and disposal system. These buffers are not
intended to prohibit or prevent modifications, which are required by the Division,
to improve performance of the existing treatment facility. These buffers do,
however, apply to modifications of the treatment and disposal facilities which are
for the purpose of increasing the flow that is tributary to the facility. These buffers
do apply to any expansion or modification of the spray irrigation areas and apply
in instances in which the sale of property would cause any of the buffers now
complied with, for the treatment and disposal facilities, to be violated. The
applicant is advised that any modifications to the existing facilities will require a
permit modification..
8. The owner of all houses, buildings or properties used for human occupancy,
employment, recreation, or other purposes, situated within the Township and
abutting on -any street, alley, or right-of-way in which there is now located or may

in the future be located a public sanitary sewer of the Neuse River Water and
Sewer District, is hereby required (at the owner(s) expense) to connect such
facilities directly with the proper public sewer should the existing nitrification
field fail. Application to the NRWSD shall be made within thirty (30) days and
connection to the public sewer shall be completed within ninety (90) days after
the date of official notification by the Craven County Health Department to do so,
provided that said public sewer is within reasonable access of the property line.
9. The influent splitter box weir elevations shall be set so that no more than 1.5
times the average daily flow is sent to the aeration basins.
10. The existing influent booster pump station #1 must be upgraded to provide for a
pump capacity of 900 GPM with one pump out of service when the average daily
flow for any one month reaches 0.374 MGD.
11. The existing abandoned 8-inch water line may be used as a portion of the reuse
water effluent line subject to the following conditions:
a. The line shall be tested to insure zero (0) leakage.
b. The Neuse River Water and Sewer District shall provide written
assurances that no sewer taps shall be made to this line.
12. As required by the Land Quality Section, a minimum of one soils compaction test
shall be made for each 5000 cubic feet of compacted lift within the lagoon Z.
embankments.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee
shall employ a certified wastewater treatment plant operator to be in responsible
charge (ORC) of the wastewater treatment facilities. The operator must hold a
certificate of the type and grade at least equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification
Commission. The Permittee must also employ a certified back-up operator of the
appropriate type and grade to comply with the conditions of Title 15A, Chapter
8A, .0202. The ORC of the facility must visit each Class I facility at least weekly
and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and
maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A, .0202. Once the facility is classified, the Permittee must submit
a letter to the Certification Commission which designates the operator in
responsible charge within thirty days after the wastewater treatment facilities are
50% complete.
11

3. A suitable vegetative cover shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is
in a condition that will cause runoff.
5. Adequate measures shalt be taken to prevent wastewater runoff from the spray
field.
6. The facilities shall be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastewater resulting from the operation of
this facility.
The application rates on the spray irrigation fields shall be limited as follows:
Arthur Farm Site
Field No. 1 25.05 Acres - The Northern most fixed nozzles beginning at
hydrant No. 3 and extending north to include a total of 40 fixed
nozzles shall be limited to 62.4 inches over any twelve (12) month
period.
Field No. 1 A
16.47 Acres - The linear move system spray irrigation field from
the Northern most point to the point halfway between hydrants No.
2 and No. 3 shall be limited to 62.4 inches over any twelve (12)
month period.
Field No. 2
12.96 Acres - The existing fixed nozzles in old Field No. 2 to
include a total of 22 fixed nozzles shall be limited to 39.0 inches
over any twelve (12) month period.
Field No. 2A
15.29 Acres - The linear move system spray irrigation field
beginning at hydrant No. 5 and extending to the Southern most
point of the expanded linear move system spray irrigation field
shall be limited to 39.0 inches over any twelve month period.
Field No. 3
3 5.3 0 Acres - The linear move system spray irrigation field
beginning halfway between hydrants No. 2 and No. 3 then
extending South to hydrant No. 5 shall be limited to 31.2 inches
over any twelve (12) month period.
Reedy Branch Site
North Field
Zone 1
14.4 Acres - The fixed nozzles at the extreme North end of the area
North of the subdividing tributary of Reedy Branch consisting of
Norfolk & Candor soils to include a total of 52 fixed nozzles shall
be limited to 52.1 inches over any twelve (12) month period.

Zones 2-4 39.8 Acres - The fixed nozzles in the balance of the area North of
the subdividing tributary of Reedy Branch consisting of Candor
soils to include a totaf'of 154 fixed nozzles shall be limited to 65.2
inches over any twelve (12) month period
South Field
Area A 4.0 Acres - The fixed nozzles in the portion of Zones 6 & 7
containing Goldsboro soils along the West boundary to include a
total of 14 fixed nozzles shall be limited to 31.7 inches over any
twelve (12) month period.
Area B 4.0 Acres - The fixed nozzles in the portion of Zones 7, 8, & 9
containing Candor soils along the Southeast boundary of the area
South of the subdividing tributary of Reedy Branch to include a
total of 14 nozzles shall be limited to 65.2 inches over any twelve
(12) month period.
Area C 49.3 Acres - The fixed nozzles in the balance of the area South of
the subdividing tributary of Reedy Branch excluding the
Goldsboro and Candor soils to include a total of 188 fixed nozzles
shall be limited to 52.1 inches over any twelve (12) month period.
8. No type of wastewater other than that from the Neuse River Water & Sewer
District shall be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site
use. Such controls may include the posting of signs showing the activities being
conducted at each site.
11. The permittee shall take appropriate actions necessary to reduce the impacts of
sodium in the wastewater or in the soil to levels which are conductive to crop
growth and maintenance of good soil structure.
12. An agronomic plan shall be developed which maximizes the assimilative capacity
of the nutrients in the wastewater through crops grown, for crop rotation, etc.
13. Freeboard in the wastewater lagoon shall not be less than two feet at any time.
14. All wastewater shall be routed to the 5-day holding pond should the limit for fecal
coliform (daily maximum concentration of 25 per 100 nil) or turbidity
(instantaneous maximum of 10 NTU) be exceeded, until such time that the
problems a1.ssociated with the treatment capability of the wastewater treatment

plant have been corrected. The wastewater in the 5-day holding pond shall be
pumped back to the treatment plant for retreatment or treated in the 5-day pond
prior to discharge to the storage pond.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater surface water soil or plant tissue
analyses) deemed necessary by the Division of Water Quality to insure surface
and ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
2. As an indicator of proper operation and maintenance, the facility shall produce an
effluent in compliance with the following limitations:
Parameter
Monthly Average'
Daily (Instantaneous
Maximum°
Flow
515,000 GPD
1,152,000 GPD
BOD5(5-day, 20oC)
10 mg/l
15 mg/l
NH3 as N
4 mg/l
6 mg/l
TSS
5 mg/l
10 mg/l
Fecal Coliform
14 per 100 mlb
25 per 100 ml
Turbidity
10 NTU
a. Monthly averages for all but faceal coliform shall be the arithmetic mean of all
samples collected during the reporting period.
b. Monthly averages for fecal coliform shall be the geometric mean of all samples
collected during the reporting period.
C. Daily maximum shall be the maximum value of all samples collected during the
reporting period.
The effluent from the subject facilities shall be monitored, by the Permittee, at the
point prior to discharge to the long term holding pond for the following
parameters:
7

Parameter
Sampling Point
Sampling Frequency
Type of Sample
Flow
Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5(5-day, 20°C)
Effluent
*2/Month
Composite
NH3 as N
Effluent
*2/Month
Composite
TSS
Effluent
*2/Month
Composite
Fecal Coliform
Effluent of first pond
*2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
NO3
Effluent
**Triannually
Grab
TDS
Effluent
**Triannually
Grab
TOC
Effluent
**Triannually
Grab
Chloride
Effluent
**Triannually
Grab
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard
units.
*2/Month sampling frequency only during the months of April through October. During
the remainder of the year, these parameters shall be monitored monthly.
**Triannually sampling shall be conducted during April, August, and December.
If Groundwater sampling indicates or predicts problems with the compliance with
Groundwater Standards, this permit will be modified to include additional and/or more
restrictive limitations.
3. Adequate records shall be maintained by the Permittee tracking the amount of
wastewater disposed. These records shall include, but are not necessarily limited
to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated,
C. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-tn-date hydraulic (inches/acre)
loadings for each field,
£ weather conditions, and
g. maintenance of cover crops.
8

4. A representative soils analysis (Standard Soil Fertility Analysis) shall be
conducted in January and July on the spray irrigation fields. These analises shall
be representative of the entire irrigation area. The Standard Soil Fertility Anayisis
shall include, but is not necessarily limited to, the following parameters:
Acidity Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Mangesium Phosphorus
Base Saturation (by calculation)
Cation Exchange Capacity
Sodium Adsorption Ratio
5. Three (3) copies of all operation and disposal records (as specified in condition III
3) on Form NDAR-1 shall be submitted on or before the last day of the following
month. Three (3) copies of all effluent monitoring data (as specified in condition
III 2) on Form NDAR-1 and all soil analyses (as specified in condition III 4) shall
be submitted on or before the last day of the following month. All information
shall be submitted to the following address:
NC Division of Water Quality
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
6. A record shall be maintained of all residuals removed from this facility. This
record shall include the name of the hauler, permit authorizing the disposal or a
letter from a municipality agreeing to accept the residuals, date the residuals were
hauled, and volume of residuals removed.
7. A maintenance log shall be maintained at this facility includung but not limited to
the following items:
a. Daily sampling results including residual chlorine, settleable matter, and
dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and the plant site.
C. Record of preventative maintenance (changing of filters, adjusting belt
tensions, alarm testing, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
8. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office,
telephone number [phone], 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 any of the following:
f
a. Any occurrence at the wastewater treatment facility which results in the
treatment of significant amounts of wastes which are abnormal in quantity
or characteristic, such as the dumping of the contents of a sludge digester,
the known passage of a slug of hazardous substance through the facility, or
any other unusual circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders
the facility incapable of adequate wastewater treatment, such as
mechanical or electrical failures of pumps, aerators, compressors, etc.;
C. Any failure of a pumping station, sewer line, or treatment facility resulting
in a by-pass directly to receiving waters without treatment of all or any
portion of the influent to such station or facility; or
d. Any time that self -monitoring information indicates that the facility has
gone out of compliance with its permit limitations.
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.
IV. GROUNDWATER REQUIREMENTS
A. Arthur Farm Site
1. Arthur Farm spray field monitoring wells MW-4, MW-5, MW-6, Lagoon
monitoring wells MW-7, MW-8, and MW-9, shall be sampled every April,
August, and December for the following parameters:
Water Level
Nitrate (NO3-N)
Chloride
Iron
Total Dissolved Solids (TDS)
Total Organic Carbon (TOC)
pH
Total Ammonia
Sodium
Sulfate(SO4)
Fecal Coliforms
Volatile Organic Compounds (VOC) - In December only using
Method 6230D (Capillary Column), "Standard Methods for
the Examination of Water and Wastewater", 17th ed., 1989
10

The measurement of water levels must be made prior to sampling for the
remaining parameters. The depth to water in each well shall be measured from
the surveyed point on the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be
surveyed to provide the relative elevation of the measuring point for each
monitoring well.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient
monitoring well, additional sampling and analysis must be conducted to identify
the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/I, this
concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in
the downgradient wells shall be subject to the additional sampling and analysis as
described above.
The results of the sampling and analysis shall be sent to the Groundwater Section,
Permits and Compliance Unit, P.O. Box 29578, Raleigh, N.C. 27626-0578 on
Form GW-59 [Compliance Monitoring Report Form] within 30days of sample
collection.
2. Any additional groundwater quality monitoring, as deemed necessary by the
Division, shall be provided.
3. The COMPLIANCE BOUNDARY for the disposal system is specified by
regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The
Compliance Boundary for the disposal system constructed prior to December 31,
1983 is established at either ( 1) 250 feet from the waste disposal area, or (2) 50
feet within the property boundry, whichever is, closest to the waste disposal area.
An exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under General Statute 143-21.5.6A(a)( I ).
In accordance withl5A NCAC 2L, a REVIEW BOUNDARY is established
around the disposal systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. Any exceedance of standards at the Review
Boundary shall require remediation action on the part of the
B. Reedy Branch Site
1. Within 60 days of permit reissuance, all site characterization observations wells
(installed with a drill rig) on the Reedy Branch site shall be abandoned according
to 2C.0113 (Abandonment of Wells) in 15A NCAC 2C.0100 Well Construction
Standards Rules.
1.
11

2. Prior to beginning waste disposal operations at the Reedy Branch site, nine (9)
monitor wells (MW-10 through MW-18) shall be installed to monitor
groundwater quality. The wells shall be constructed such that the water level in
the well is never above or below the screened (open) portion of the well at any
time during the year. The general location and name for each well is marked on
Attachment A. Each monitoring well shall be located at the review boundary, _
constructed in accordance with this permit, and approved by the Washington
Regional Office.
3. All wells that are constructed for purposes of groundwater monitoring shall be
constructed in accordance with 15A NCAC 2C .0108 (Standards of Construction
for Wells Other than Water Supply) and any other state and local laws and
regulations pertaining to well construction.
4. The Washington Regional Office, telephone number [phone] shall be
notified at least forty-eight (48) hours prior to the construction of any monitoring
well so that an inspection can be made of the'monitoring well location. Such
notification to the regional groundwater supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding state holidays. The Owner shall stake out the Review and Compliance
Boundaries prior to making the above notification.
Within sixty (60) days of completion of all monitoring wells, the permittee shall
submit two original copies of a scaled topographic map (scale no greater than
111:300') signed and sealed by a professional engineer or a state licensed land
surveyor that indicates all of the following information:
a. the location and identity of each monitoring well,
b. the location of all components of the waste disposal system,
C. the location of all property boundaries,
d. the latitude and longitude of the established horizontal control monument,
e. the relative elevation of the top of the well casing (which shall be known
as the "measuring point"), and
f. the depth of water below the measuring point at the time the measuring
point is established.
This survey shall be conducted using approved practices outlined in North
Carolina General Statutes Chapter 89C and the North Carolina Administrative
Code Title 21, Chapter 56. The surveyor shall establish a horizontal control
monument on the property of the waste disposal system and determine the latitude
and longitude of this horizontal control monument to a horizontal positional
accuracy of +/-10 feet. All other features listed in a. through e. above shall be
surveyed relative to this horizontal control monument. The positional
accuracy of features listed' in a. through e. above shall have a ratio of precision not
to exceed as error of closure of 1 foot per 10,000 feet of perimeter of the survey.
12

Any features located by the radial method will be located from a minimum of two
points. Horizontal control monuments shall be installed in such a manner and
made of such materials that the monument will not be destroyed due to activities
that may take place on the property. The map shall also be surveyed using the
North American Datum of 1983 coordinate system and shall indicate the datum
on the map. All bearings or azimuths shall be based on either the true or NAD 83
grid meridian. If a Global Positioning System (GPS) is used to determine the
latitude and longitude of the horizontal control monument, a GPS receiver that has
the capability to perform differential GPS shall be used and all data collected by
the GPS receiver will be differentially corrected.
The maps and any supporting documentation shall be sent to the Groundwater
Section, NC Division of Environmental Management, P.O. Box 29578, Raleigh,
NC, 27626-0578.
6. Within thirty (30) days of completion of all well construction activities, a
certification must be received from a professional engineer certifying that the
monitoring wells are located and constructed in accordance with the Well
Construction Standards (15A NCAC 2C) and this permit. This certification
should be submitted with copies of the Well Completion Form (GW-1) for each
well. Mail this certification and the associated GW-1 forms to the Permits and
Compliance Unit, Groundwater Section, P.O. Box 29578, Raleigh, NC, 27626-
0578.
7. For the initial sampling of the well as specified elsewhere in the permit, the
permittee shall submit a copy of the GW-1 Form (Well Completion Form) with
the Compliance Monitoring Form (G W-59) for that well. Compliance Monitoring
Forms that do not include copies of the GW-1 form will be returned to the
permittee without being processed. Failure to submit these forms as required by
Us permit may result in the initiation of enforcement activities pursuant to NC
General Statutes 143-215.6.
8. Monitoring wells`MW-10 through MW-18 shall be, sampled initially after
construction (and prior to waste disposal operations at the Reedy Branch site) for
the following parameters:
Water Level
Nitrate (NO3-N)
Chloride
Iron
Total Dissolved Solids (TDS)
Total Organic Carbon (TOC)
pH
Total Ammonia
Sodium
Sulfate(SO4)
Fecal Coliforms
Volatile Organic Compounds (VOC) - using Method 6230D (Capillary
Column), "Standard Methods for the Examination of Water and
Wastewater", 17th ed., 1989
13

The measurement of water levels must be made prior to sampling for the
remaining parameters. The depth to water in each well shall be measured from
the surveyed point on the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be
surveyed to provide the relative elevation of the measuring point for each
monitoring well.
The results of the sampling and analysis, in addition to the GW-1 Well
Construction records, shall be sent to the Groundwater Section, Permits and
Compliance Unit, P.O. Box 29578, Raleigh, N.C. 27626-0578 on Form GW-59
[Compliance Monitoring Report Form] within 30 days of sample collection.
9. The Reedy Branch site spray field monitoring wells MW-10 through MW-18
shall be sampled every April, August, and December for the following
parameters:
Water Level pH
Nitrate (NO3-N) Total Ammonia
Chloride Sodium
Iron Sulfate(SO4)
Total Dissolved Solids (TDS) Fecal Coliforms
Total Organic Carbon (TOC)
Volatile Organic Compounds (VOC) - In December only using
Method 6230D (Capillary Column), "Standard Methods for
the Examination of Water and Wastewater", 17th ed., 1989
The measurement of water levels must be made prior to sampling for the
remaining parameters. The depth to water in each well shall be measured from
the surveyed point on the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be
surveyed to provide the relative elevation of the measuring point for each
monitoring well.
If TOC concentrations greater than 10 mg/I are detected in any downgradient
monitoring well, additional sampling and analysis must be conducted to identify
the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in
the downgradient wells shall be subject to the additional sampling and analysis as
described above.
14

The results of the sampling and analysis shall be sent to the Groundwater Section,
Permits and Compliance Unit, P.O. Box 29578, Raleigh, N.C. 27626-0578 on
Form GW-59 [Compliance Monitoring Report Form] within 30days of sample
collection.
10. Any additional groundwater quality monitoring, as deemed necessary by the
Division, shall be provided.
11. The COMPLIANCE BOUNDARY for the disposal system is specified by
regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The
Compliance Boundary is for the disposal system constructed after December 31,
1983 is established at either (1) 250 feet from the waste disposal area, or (2) 50
feet within the property boundary, whichever is closest to the waste disposal area.
An exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established
around the disposal systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. Any exceedance of standards at the Review
Boundary shall require remediation action on the part of the perniittee.
12. The 5-day storage pond, the equalization lagoon, and the aerobic digester shall
have a liner of natural material at least one foot in thickness, compacted to 95%
proctor standard dry density and installed and compacted in layers no thicker than
six inches, with a hydraulic conductivity of no greater than 1 x 10-' cm/sec.
Following installation and inspection of the lagoon liner, and prior to waste
disposal operations, verification of the liner's compliance with hydraulic
conductivity and thickness specifications must be provided to the Division of
Water Quality, Groundwater Section, by the project engineer.
13. The existing well at Station 51+00 of the effluent force main shall be abandoned
in accordance with 15A NCAC 2C.0113 as it is within 25 feet of the effluent force
main.
V. INSPECTIONS
1 Adequate inspection, maintenance, and cleaning shall be provided by the
Permittee to insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges
which may cause or lead to the release of wastes to the environment, a threat to
human health, or a nuisance. The Permittee shall keep an inspection log or
summary including at least the date and time of inspection, observations made,
15

and any maintenance, repairs, or corrective actions taken by the Permittee. This
log of inspections shall be maintained by the Permittee for a period of three years
from the date of the inspection and shall be made available upon request to the
Division of Water Quality or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of Water
Quality may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site or facility at any reasonable
time for the purpose of determining compliance with this permit, may inspect or
copy any records that must be maintained under the terms and conditions of this
permit, and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
This permit shall become voidable unless the interlocal agreement for emergency
interconection between the City of New Bern and the County of Craven is Z
maintained in full force and effect during the period of construction.
3. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
4. This permit is not transferable. In the event there is a desire for the facilities to
change ownership, or there is a name change of the Permittee, a formal permit
request must be submitted to the Division of Water Quality accompanied by an
application fee documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
5. Failure to abide by the conditions and limitations contained in this permit may'
subject the Permittee to an enforcement action by the Division of Water Quality in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. 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.
7. A set of approved plans and specifications for the subject project must be retained
by the Permittee for the life of the project.
8. The annual administering and compliance fee must be paid by the Permittee
within thirty.(30) days after being billed by the Division. Failure to pay the fee
z

accordingly may cause the Division to initiate action to revoke this permit as
specified by 15A NCAC 2H .0205 (c)(4).
9. The Permittee, at least six (6) months prior to the expiration of this permit, shall
request its extension. Upon receipt of the request, the Commission will review the
adequacy of the facilities described therein, and if warranted, will extend the
permit for -such period of time and under such conditions and limitations as it may
deem appropriate.
Pent issued is 30'h day of May, 1997
RTH C ENVIRONMENTAL MANAGEMENT COMMISSION
,. Preston Howard, Jr., P.E., Director Division of Water Quality
�>y Authority of the Environmental Management Commission
Permit Number WQ0003765
17

Permit Number WQ0003765
ENGINEER'S CERTIFICATION
t, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial corpliance and intent of this permit, the approved plans and specitications, and other
supporting materials.
Signature
Date
18
Registration

u aia-cam-ooal "
. - l
i
1
i
i
i
I
0
,
E YQfag1 gyp,
W
aUAIn 61 cxxxuixr.
3
�► �rllrthcrn �urprise
is
15/
.a,wotn ,M
PHOAM 63"Ow P,Q 8ox u2s
' Pefv pan, F. 0. 205b3-1129
May 22, 1997
i
Mr. Harald Blizzard
Counly Manager
406 Cravcn 5trcct
Now Batt, N. C. 28560
i
jDear ilarold:
i
This is to advise you that tht Board of Aldermen Of the City of Nev, &
an emergency interconnection to thc:city system in the event that it becomes ni
Your construction of additional treatment facilities. There will be no eonne:ctic
charge involved and the commodity charge will be at thecity's normal out -op,
this time, the city will expect that the arrangement will be reciprocal_ If tlli.s is
i please write 111e a similar letter accepting the arrangement. It is our undem.and
connection will actually be made unless circumstances require it.
If 1 can be of further assistan:c. please advise,
sell
cc: Mayor
Board of Aldermen
David Musc
Mary Bratchcr
.. 4
Sincerely.
� �Na ttt . Nar
City Manager
Aribin$ for �FxrklettrP
Jr.
91 e9:29 P.ee2
92a P_e2
wp0l,
ww(q a ,aRr„w,, wt
OfI1M,NGFJ,
n agrccd to allow
:cssary during
r or allocation
,ty rate. Curing
grccablc to you,
ng that no

N2lASE �jver water 'E 'Xewer- DISd-rict'
V KAIN411 T MAr

I- ji tj I11
a d-- vrri rNKy�it
,IIII III I II
1 Vq; t' I
" 11 "' It
It
IA
q
Alm -
cow Ii
LL
It
I" Ell 1r,
II 'XVIr, 1. 0% 1, M �
In dt, I , /; 1,
It
A Mli-,-�P. pb I
A*
JA il
oil
OA
DIM
1.
�j 02, of
V
j
rb
MvasIT*
An
ri
Man J,.,
. . . . . . . . . . . .

�fOrwer� L-3�
u
—tA W _,
Craven Caar i�/
WR000376S-
lAo
LCL n �,
Lac�00 N t-j

Craven Coatn,+j-
REGIONAL AIRPORT v '�
1�• 1I zi,g2, WOODED AREA
§F
� 10N4 M.IN `
AIR CONTOL
, _ _ �I/�'C°II-� ` `• ` _ - ��� d� ''
. _ � __ I IL1 ••.Jll_ JJ�
47
to
-
tl\
W Ad
xlsruar
s YfjAf ARE ` o n�tP "..: ' Y ' [
PC
sS. •:i' V
LEGEND
{ \ I. "° CO PSlante Sewn y -----
I NEW EXPAN GI GI[ ••.� o \�_J I�ir�1.'
Review eckta"f
I ' EXISTING Meuse RI ve- Wa fe, "4 Sewer
/ W o 000376-5 /llonifarl w S'
p1w-oP-1,�r3 iv6e abenPor�
4r*J,,A, Farm .Si fe � /

VI MILE F 5PMT FlF &UNWRY
.tea
I
I
0 0
I o �
❑
\
ja a o
I,o o as 1,o❑ SMcEf a �/•
"�����/ii---_
I
❑
❑
g °
❑
C
lAL ounER AIRu�O
o
n �
,k�r`• u-'/
i - .i 1� �-\ %' . �.' 1..._`v ! .._
Pasuc
1 Rosa. .
OI ARFA�
11/T F AeYJ�NED Qd1.Q HELL
I
I
I
I
C
Nip,
88ARA rl°^n n
• BNon-Potable We
Division IIClltrad
jz • ~
'
z
!
ny
• Potable Well
1
f
w it ti-'q ., ti
F
e..,..ry U.,1 �-
L
R..,-
1. An INcal. w m m ? cm. Iw we Irk., pkd:
-
2. All I'Mn,w. x m b. e• am, us P✓e .... elh mb. mlw.
_ _
`
3. All m ICa' awry.
�L-a 1
V.- In
1. All 1/1'I"— 12, RP K wlfM1
, deaip� Ilwu M 11 apn erch
-
D9V 1
-If---II- Woven Wire Security Fence
s. TM all. ne a Ikma euloLe
NMR-a' pPn .¢M1 b rcvro]ule ,IlermLL�p
%Mlrm. lYrta.
Zone of Influence Limit
_ _
�_
1
etl
'
--Property Line
—�—
_-
O
Initial - Zones 5"'7,8 t 9
Sproy Nozzles, Piping, and Zane
of Influence
Final - Zones 1,2,3 1 4
O Delineoled Wellaods
R. b,rry ,ve. wul F. Ivb..®.d, r—a vtl mynyiW 1n vevdm.. Wnn l..a
T. �'rauw"� rvau.ea r.mnk an,.mn =' mhx�nl.
M ILn IaAlm. Z. n a,mn'
O Proposed Monitoring Well
L
Test Boring
*I /_
A I
Sxrnt FISLD
SEES lot
f
Z
NAD 83
s' e' Is v
010�\
°o�C
p0 COy
o°CCT T*
o°CC MI5
LO0OC 1*
To
I
M, 1, l-1 Ip:llr
SPECIAL BUFFER ALONG
CRUMP FARM ROAD, AND
�l It PARALLEL TO CROATAN
t LANE AND NURPFIY ROAD
lJ Q 000 37 65
Ret,. Branc '5; fC
enszir___
Craven County REEDY BRANCH
MREEnCI<IM&� m� EED WASTEWATER TREATMENT SPRAY IRRIGATION SITE
IMPROVEMENTS
WATER RESOURCES DMSION FI

i
I
�aq of Wefts Peru
�Out�ettt �ur�trise
F"OtD uw
PHONE [phone] V.O. BOA 1129
Wt&?Rtm.X. 0.23563-1129
May 22, 1997
P-02
GR W WG:A
•qOC N..py.p'
M� GFF[
aYiQ�r i �eas°4°1°aw,t`
ROCA
Mr. tlamld 131izzarJ t'L.`.''J
County Manager Z
Crave
NewBern. N.C.Street
Ncw 13cm, N. C. 28560
Dear Ilarold.
This is to advise you that the Board of Aldermen of dre City of Ncsi, Bdm agreed to allow
an cincigency interconnection to thc: city system in the event that it b¢comm nincssary during
yourconstruction of additional treatment facilities. Thcrc will be no eonne:cti or alloeation
charge involved and the commodity charge will beat the city's normal out•of ity rate. During
this time, the city will expect that the arrangement will be reciprocal. if this is grecabic to you.
please wri(e me a similar letter accepting the arrangement. It is our unders .and ug that no
connection will actually tic made un Ices circumstances require it_
If 1 can be of further assistan:c, please advise,
s-ch
cc: Mayor
Board of Aldenncn
David Musa
Mary 13ratchcr
Sincerely.
411 '
City Manager
Aribing for Wsrri[virt

•+•+oaaoaca r. n<
I Board of Commissioners
I Donald L. Phillips, Chairman
'Charles F. Tyson, Jr„ Vice Chairman
Lee IC Allen
Gary Bleau
I Johnnie Sampson, Jr.
Albert H. Toork
Earl Wright
i
l AdministraliveStaff
Harold Blizzard, County Manager
George B. Sawyer, Assistant Manager
Gwendolyn M. Bryan, Clerk to the Board
Rick Hemphill,, Finance officer
jRay 11. Maur, ?ersonnel Director
r
Walter B Hartman Jr,
City Manager
P O Box 1129
New Bern NC 28560
Dear Bill:
Craven CountT
May 29,1997
Administration Building
466 Craven Street
New Bern, NC 28560
Fax [phone]
Commissioners 919-636-6601
Manager 919-636-6600
Finance 919-636-6603
Personnel 919-636-6602
In reference to your letter dated May 22, 1997, this is to advise you the county
is in agreement with the proposed emergency interconnection.
Thank you for your prompt attention to this matter.
If 1 can be of any further assistance please advise.
Sincerely, )
Harold Blizzard
County Manager
cc: Cecil Madden
Tim Broome
Rusty Hayes
File
4,� panted on recycted paper

Trent
River
Craven
use River Water
�ouR
& Sewer
t y
District
Airport or Public Land
District Service Area
Current Sewerage System
\\\\`Hydric
Soils
Soils
Unsuitable
for Septic Tanks
Feel
0 1600
ber 1996
Figure

FEB 21 '97 02:51Prl EHNP•FUB_IG AFFAIPS
?/21/lye; /'?17 ipr, •_� Gi,ip C��_
Pare_ 4 95
�n0i f^.: •�^>.�;�- �.. -- "���lr -.Y<.�°+.^;::� i,i„;,i_ t`:j°i 9~- 1:_� }: t.,y; !_'a.7ii;ii
COAST'
FLir. AN >
t
ac-
A, F-.Ir=5! nr �erscaL.r vc:

FEB 21 '97 02:52P[l. EPINP-PUBLIC PFFAIRS C&L PAN 5 06
02!21/1 957 1. 4 ! 25 91 q 71 562?S
Lener to ClLrys Via�g­zt
Page 2
molen wAv (NOWAnow: :1 m A� 0:11 ; Own! �"Osn Ch : "Pookyl ;017" On or: vor w ! k.
Ale C 1m: ! kaft , OCLAE.-i♦' 1�,'I:, J',: ohy-y up the ::.w ;:47nn WAVOle 'I"
pl-b;k - , - -!,-
. a fa�-.ic,, b on Q no no I 100Y & I! S, a-, "i
PrA n applical a 'A Ad not cc V b O-ve! m bu As =;: i~'ld Igo.` S--,
it a gm >go a. IV I I: &C a': C a - , .
v! :,
Q, n: a Z j& Of LZfCAl- ' 1
ytow
1414M I 1hat wapnov) 0, pnw�n ON_ ­Ut :- :
V ..o_n
mz OPC 1 non= &Z at, m w A Q-
i "r.: .1:.
Fim" land Eva. Von SA. m"Iyas h. "a � C.-
0 wyowdyN These tvw'", i:,;2._'al_ I",' Lea &
2 YjrJ I in: P1
en
domCMAS 'Accany" WwWOU1 1V2
m; nano
TC Don
Flit. !fan I.........' Ownsf:Tial on CC= ". US
w n-! a so
WZ! %-.
i I t
C!,C! joeIr ACCU
Zl .
np
11. mlpal,
Fro --
at..
U&
10
Fxv-, _: A% NYMOT
tn
107, .:n
no.
I'd
----n , .
del
in
ex., Q IF Oz
C.
CY
uAlorn AU j.0 qwe
_:t,
n,7..LL.
a q ra,
W01
, "'w7m.0 welz m:
bec:"insm
Ani to 1. Q.
;ny;7j:L;
we ZO
0j, ;z
22 n:n. n...:'
'r.1'.L, r--
fris be C
Son7-Am
I�rr,
.!nt t- ",:w - ; �.'. ,
S
. 1.11,'
'., ; LI

FEB 21 '97 02.52F?9 EHHP-PUBLIC PFFFIIP,S
[12121 i i 997 14 : 25 G ] q t Fh;i q i!kip q;3,vl.. PRO 6 O /
f
r
i>`
Letterte C';^rvs ita!,.,, _
Page ; ,
treated new 2.7:• n . C^..'TII1i ..... li.:C, t; Hrc, 1.1:-1 110`•1ous
CgrKe z'=+=f1.2s CCr , :_ LLr(ri::;d\'.'LC.._:rL3C__....."-: IT.i'' r' JT on
..,51dnt'uIh 1^. mm%, "a v _ ".0 r.... _r. C, -_W_ r j arm T A. ,_,._
c: nsaqueri c.:G A
err A,!=-n..,q 1'. ,,..
cc ntuninn'.'Jr W ; . _ ... ;Sr" .. .. L+. _. .::!:.:,'+. AW .:....l :.. _, 1'A :.P[ CC _•�__. W t` Lhe±
�J'
t ._ __ ,. T.
} :r'. _ ......... f"' . -. _r L' L :_. _.�J..'n _d..e'_ fz!_'?2 !� a .: ti_ _. _..
:1:
' C.. C•o
Iopt! i. _ , _ . - -_ LQ Of it, ,. Mm: i:.` _. _ ? I] P': fa
"L i "tIn '
..rC vdh • 7C :.^__ i I _ _nz c ie Kod
Scisir Sm :0,
'-
here 00:; be V _.. .a-c ,_.,. tc _ +r.um �+ _ . ' q ,. d: `.: • ...
F
LO
n 0 J; 1..:,. ,__..
pmwn mli v'alis._.air i and A..... .M _=r'_- --- -''r,,.:u::_
r.u'.'
Orpmor eir- din to E,SrE :Wvn of :abed ?olk ..c.__ v... .._
t:. ... . CC.!l'.CCs:2t.'It' g= VIZOAl i._:1G:
_ya Verdi*•- u' :ent . _ "- - _ he C-._ - ..
12: i1 WOO �`°'. ..n_ LL CIM.--'_2. V i J': .`. uCC _ _" _ ,.
.., ,' `-�ac _, tlC
t -.e ti l:;yL. .. �' ^. CI-r!"__ .. .. A f';% i A me 11011 V 0 . S . safe .
- ve th'r QlA. 1 i._'.t
._. 1:a- .. r: .. 0 .
..ili.
Fx!en1 cT aecnnh.0 _. ;rr;-:1, t
Pt:'P rl, Il .'JI:.__ :.1I' 2�.J+� _ �_.".�... 1:. � ..,.. ...� y , ]:.. _.. r• r.
_:.G1. .. .. - _.
_.
un
_.M.l.o14,ii1':'a'.'_i:.:7.1. t_-"'_'` T'"-

FEB 21 '97 02:5?PM EHVR- PUBLIC PFFAIRS - ra;'Rl_ PAT.719
©2/21/13�7 Lilt: 1 91971:/c._�,
.1
Letter tl} Chr : s BaFr: ,e t
Page 4
• .: th µto tea) ,.. .... . �r
pi
"am! or lh.: r::: a .._a :x: : f_:._ :
C" , onDy :i rL er.l - in ale :•.e
3 Al 1`i;:, `�l.0 ut,. �T-j , ec , c: r r_.�;c if :; :._ ON "N-1
7t'.. }\di:: is
_�.ITS
.rig .
ii
mat ._ . CIO!
i�i.-�� •�li_ 5! :i'n'-_ �y..��C:.i dGf_' _l: "�:' .,.It' .. :•.1 '.�: ,.il
_.._ .. 4+� - � eti
yaC t„ L : ]i:. �0:'. MT IIC
F CU::. ;
Ct Y
_ 1`

f, FEB 21 '97 02:SIPM EHMP.'PUBLIC AFFRIRS
Y @7,%21�1597 14:25 91137156229 nW0 CG&1
,,i�w:�
� `(State of North Carolina
poportmont cf Environmont,
Health and Nolurd Resources
1; �
u1i111. 24•. 1' ,1
1
•.� fir;' • .s*i, l.:af };.,, _, :,
PAZ.-2[Is
:_.0 '' - -.. .�
.l :•ice
:. ''
.,... _2:..
.-,
.,
`il
r,'yLil:. ..�
'' ....
..' l`anL
•I'.. ,r,.�
.`r :_
..
sar=,��'snarl.`Sh.ccarazu_a>�z-=!ax'e.•r�: ..,.r_v.`..
.r:MW�+'.9«.
k:*Y�315"..",.rl;:pFr

FEB 21 '97 02:51PH EHNP,•PUBLIC HFFHIRS par.2nc
02 21/3597 14:25 91 ?715b22y I7 hin C4z&I.
?,& Harol'.1 Bliz er'
P,L•1',
jib � .��.^.i.. _•t � ( .. � ., -